THE MINISTRY OF CONSTRUCTION | SOCIALIST REPUBLIC OF VIETNAM |
No. 10/2017/TT-BXD | Hanoi, September 29, 2017 |
CIRCULAR
PROMULGATING NATIONAL TECHNICAL REGULATIONS ON PRODUCTS AND GOODS OF BUILDING MATERIALS AND GUIDELINES FOR CERTIFICATE OF CONFORMITY AND DECLARATION OF CONFORMITY
Pursuant to the Law on Technical regulations and standards dated June 29, 2006;
Pursuant to the Law on Product and goods quality dated November 21, 2007;
Pursuant to the Government's Decree No. 81/2017/ND-CP on functions, tasks, powers and organizational structure of the Ministry of Construction;
Pursuant to the Government's Decree No. 127/2007/ND-CP dated August 1, 2007 on guidelines for the Law on Technical regulations and standards;
Pursuant to the Government's Decree No. 132/2008/ND-CP dated December 31, 2008, detailing the implementation of a number of articles of the Law on Product and Goods Quality;
Pursuant to the Government's Decree No. 107/2016/ND-CP July 1, 2016 on conditions for provision of conformity assessment services;
At the request of the Director of the Department of Science, Technology and Environment and Director of Department of Building Materials.
The Minister of Construction promulgates a Circular promulgating National Technical Regulations on products and goods of building materials QCVN 16:2017/BXD, and guidelines for certificate of conformity and declaration of conformity.
Article 1. Scope
1. This Circular promulgates National Technical Regulations on products and goods of building materials QCVN 16:2017/BXD.
2. This Circular provides guidelines for certificate of conformity and declaration of conformity on products and goods of building materials (hereinafter referred to as building materials) prescribed in QCVN 16:2017/BXD that are domestically manufactured or imported prior being sold on the market and used in construction works.
Article 2. Regulated entities
1. Manufacturers, importers, traders, and users of building materials.
2. Certification bodies that assess and grant certificates of conformity to building materials.
3. Regulatory agencies responsible for quality of building materials.
Article 3. Interpretation of terms
1. Certification of conformity means the certification body assessing and certifying that building materials are conformable with National Technical Regulation QCVN 16:2017/BXD.
2. Declaration of conformity means the manufacturer/product owner self-declaring that building materials are conformable with National Technical Regulation QCVN 16:2017/BXD.
3. Certification body means a body competent to assess and certify that building materials are conformable with National Technical Regulation QCVN 16:2017/BXD. The certification body must obtain a certification of operation registration as prescribed in the Government's Decree No. 107/2016/ND-CP July 1, 2016 on conditions for provision of conformity assessment services (hereinafter referred to as Decree No. 107/2016/ND-CP) and designated by the Ministry of Construction.
Article 4. Certification of conformity
1. Certification of conformity of building materials that are domestically manufactured shall be applied with either the fifth method or the seventh method specified in Part 3 QCVN 16:2017/BXD.
2. Certification of conformity of building materials that are imported shall be applied with one of the first, fifth or seventh methods specified in Part 3 QCVN 16:2017/BXD.
Article 5. Declaration of conformity
1. Rules for declaration of conformity
a) The declaration of conformity must be made according to the assessment and certification of certification body;
b) If the conformity assessment results performed by a foreign conformity assessment body is employed for certification and declaration of conformity, such body must be recognized as per the law.
c) If a building material product is subject to multiple technical regulations, it must be referred to in a declaration of conformity registered with respective specialized body and the conformity marking only be affixed when the product is in compliance with requirements prescribed in corresponding technical regulations.
2. Application for registration of the declaration of conformity
a) A declaration of conformity using form No. 2 CBHC/HQ prescribed in Appendix III Circular No. 28/2012/TT-BKHCN dated December 12, 12 of the Minister of Science and Technology on declaration of conformity and methods of assessment conformity with technical regulations and standards (hereinafter referred to as Circular No. 28/2012/TT-BKHCN) and addition to Clause 7 Article 1 Circular No. 02/2017/TT-BKHCN dated March 31, 2017 of the Minister of Science and Technology on amendments to Circular No. 28/2012/TT-BKHCN.
b) Certified true copy of certificate of conformity enclosed with the specimen of conformity marking issued by the certification body.
3. Declaration of conformity procedures
a) The manufacturer/product owner shall send an application for registration of the declaration of conformity directly or by post as prescribed in Clause 2 hereof to Department of Construction at province or central-affiliated city (hereinafter referred to as province) where the manufacturer/product owner has registered its business.
b) If the application for registration of the declaration of conformity is adequate as prescribed in Clause 2 hereof, within 5 working days from the date on which the application is received, Department of Construction shall verify if it is eligible.
c) If the application is eligible, Department of Construction shall issue an acknowledgement of application to the manufacturer/product owner (using form No. 3. TBTNHS prescribed in Appendix III of Circular No. 28/2012/TT-BKHCN.
d) If the application is not eligible, it will be rejected and Department of Construction will provide the manufacturer/product owner with explanation.
4. Acknowledgement of application
a) The acknowledgement of application will gain the validity of the certificate of conformity issued by the certification body.
b) Upon receipt of acknowledgement of application, the product may be sold on the market or used in construction works.
Article 6. Designation of certification bodies
1. Certification bodies of building materials shall be designated in accordance with Circular No. 09/2009/TT-BKHCN dated April 8, 2009 of the Minister of Science and Technology on guidelines for requirements and procedures for designation of conformity assessment bodies (hereinafter referred to as Circular No. 09/2009/TT-BKHCN) and Circular No. 11/2011/TT-BKHCN dated June 30, 2011 of the Minister of Science and Technology on amendments to Circular No. 09/2009/TT-BKHCN (hereinafter referred to as Circular No. 11/2011/TT-BKHCN).
2. Any conformity assessment body prescribed in Decree No. 107/2016/ND-CP has competence to test building materials in accordance with QCVN 16:2017/BXD may submit an application for designation of certification body to the Ministry of Construction as prescribed in Clause 1 of this Article to perform the certification of conformity activities.
Article 7. Responsibilities of bodies in conjunction with certification of conformity and declaration of conformity
1. The Department of Science, Technology and Environment affiliated to the Ministry of Construction shall act as central body in terms of measurement and standardization as follows:
a) Provide guidelines for certification of conformity activities.
b) Formulate, examine, and amend national technical regulations on products and goods of building materials.
c) Inspect and assess competence of potential bodies and request the Ministry of Construction to designate and announce certification bodies.
d) Monitor and report operation of certification bodies.
dd) Cooperate with Department of Building Materials in monitoring, reporting, and inspecting the declaration of conformity activities of provinces.
2. Department of Building Materials affiliated to the Ministry of Construction shall:
a) Cooperate with Department of Science, Technology and Environment in formulating, examining, and amending national technical regulations on products and goods of building materials;
b) Cooperate with the Department of Science, Technology and Environment in inspecting and assessing potential bodies and requesting the Ministry of Construction to designate and announce certification bodies;
c) Inspect operation of certification bodies.
d) Monitor, report, and inspect the declaration of conformity activities of provinces.
3. Departments of Construction of provinces shall:
a) Receive applications for registration of the declaration of conformity on building materials.
b) Manage and inspect certification of conformity and declaration of conformity on building materials in provinces.
c) Send reports on certification of conformity and declaration of conformity to the Ministry of Construction on the annual basis or on the ad-hoc basis at the request from the Ministry of Construction.
4. Each certification body shall:
a) Exercise rights and fulfill obligations as prescribed in Articles 19 and 20 of the Law on Product and goods quality. If the certification body violates this Circular, Circular No. 09/2009/TT-BKHCN or Circular No. 11/2011/TT-BKHCN or Article 20 of the Law on Product and goods quality, it shall, depending on the nature and severity, be liable for warnings or have its decision on designation suspended or revoked.
b) Send reports on certification of conformity to the Ministry of Construction on the biannual or ad-hoc basis.
c) Notify the Ministry of Construction of changes that affect competence to perform certification of conformity that has been registered within 15 days from the date on which the change occurs.
5. The manufacturer/product owner shall:
a) Declare accurate types of building materials in accordance with the list of products prescribed in Table 1 Part 2 of QCVN 16:2017/BXD. If the type of product cannot be identified, the cooperation of certification body should be required to identify the product.
b) Each importer of building materials must provide customs authority at checkpoint with an application for registration of certification of conformity bearing certification of a certification body designated by the Ministry of Construction with the purpose of clearance of goods.
c) Publish its declaration of conformity on means of media to ease the users’ accessibility.
d) Remain and take responsibility for the conformity of building materials referred to in a declaration of conformity; keep the control of quality, testing and periodical supervision.
dd) Affix conformity marking on products referred in the declaration of conformity as prescribed in Clause 2 Article 4 of Circular No. 28/2012/TT-BKHCN before being sold on the market. Make a logbook and send annual reports on the use of conformity marking to certification body.
e) If the inconformity of building materials referred to in a declaration of conformity whilst the products are circulated or used:
- Promptly send a notice of nonconformity to Department of Construction of province where the business is registered; suspend the discharge of products from factory and recovery of non-conformable products being sold on the market if the products’ nonconformity poses high risks of unsafety to users; suspend operation and utilization of relevant services and environment.
- Adopt remedial measures for nonconformities; send notices of remedy results to Department of Construction of province where the business is registered before the products are kept being sold on the market or used in construction works.
g) Make and keep applications for registration of the declaration of conformity, including original copies, copies of documents prescribed in Clause 2 Article 5 and assessment document issued by certification body as the basis for inspection of regulatory agencies.
h) Provide documents justifying the conformity of products with QCVN 16:2017/BXD upon the request of competent authorities.
i) Provide certified true copy of acknowledgement of application and certificate of conformity for product trader and user or enable product trader and user to assess origin and relevant information about products in accordance with QCVN 16:2017/BXD.
k) Re-declare any change to contents of registered application or to functions, usage, and characteristics of building materials referred to in the declaration of conformity.
6. Trader and user of building materials prescribed in QCVN 16:2017/BXD must have a/an copy or original of certificate of conformity issued by the certification body and declaration of conformity made by the manufacturer/product owner.
Article 8. Transitional regulations
1. A holder of certificate of conformity issued in accordance with QCVN 16:2014/BXD before the effective date of this Circular may use the certificate of conformity and respective conformity marking until the certificate expires.
2. A designated certification body of building materials in accordance with QCVN 16:2014/BXD may keep performing its duties until this Circular expires; if its decision on designation expires after the issuance of this Circular, an extension may be granted provided that it does not go beyond the effective date of this Circular.
3. A body that has held a designation of certification of conformity of building materials in accordance with QCVN 16:2014/BXD, according to its needs and competence in accordance with QCVN 16:2017/BXD, may submit an application as prescribed in Article 6 hereof to the Ministry of Construction for consideration.
Article 9. Entry in force
1. This Circular comes into force as of January 1, 2018.
2. The following Circulars expire from the effective date of this Circular:
- Circular No. 11/2009/TT-BXD dated June 18, 2009 of the Minister of Construction on quality control of building glasses.
- Circular No. 11/2010/TT-BXD dated January 18, 2009 of the Minister of Construction on quality control of commercial clinker and portland cement.
- Circular No. 14/2010/TT-BXD dated August 20, 2010 of the Minister of Construction on quality control of ceramic tiles.
- Circular No. 21/2010/TT-BXD dated November 16, 2010 of the Minister of Construction on guidelines for certification of conformity and declaration of conformity of building materials.
- The Circular No. 15/2014/TT-BXD dated September 15, 2014 of the Minister of Construction promulgating National Technical Regulations on products and goods of building materials QCVN 16:2014/BXD.
Article 10. Implementation
Ministers, Heads of ministerial-level agencies, Governmental agencies, Presidents of People’s Committees of provinces and relevant entities shall implement this Circular.
Difficulties that arise during the implementation of this Circular should be reported to the Ministry of Construction for consideration./.
| PP. MINISTER |
QCVN 16:2017/BXD
NATIONAL TECHNICAL REGULATIONS ON PRODUCTS, GOODS OF BUILDING MATERIALS
Foreword
QCVN 16:2017/BXD replaces QCVN 16:2014/BXD.
QCVN 16:2017/BXD is drafted by Vietnam Institute for Building Materials, approved by the Ministry of Science and Technology, submitted by the Department of Science Technology and Environment and promulgated together with the Circular No. 10/2017/TT-BXD dated March 29, 2017 of the Minister of Construction.
NATIONAL TECHNICAL REGULATIONS ON PRODUCTS, GOODS OF BUILDING MATERIALS
1.1. Scope
1.1.1. This document specifies technical requirements and quality control requirements to be satisfied by products, goods of building materials which are provided in Table 1, Part 2, classified as category 2 as prescribed by the Law on Product and Goods Quality (hereinafter referred to as “products, goods of building materials”) and are produced domestically, imported, traded and sold on the market and used in construction works within Vietnam's territory.
1.1.2. This document shall not apply to products, goods of building materials imported in the form of samplings, samples, used for trade fairs and exhibitions; temporary imports, goods in transit.
1.2. Definitions
For the purposes of this document, the terms below shall be construed as follows:
1.2.1. “category 2 products, goods of building materials” mean the products or goods which are transported, stored, preserved and used reasonably and for the right purposes but still potentially cause harms to humans, animals, plants, assets and environment.
1.2.2. “cement” means a finely hydraulic binder, which, when mixed with water, forms a paste that sets and hardens both in air and under water by means of chemical reactions to form a rock-like material.
1.2.3. “cement and concrete admixtures” mean natural or artificial inorganic materials in a fine, granulated state, which are used in cement grinding or concrete mixture for the purpose of improving the properties of the cement, particle size distribution and structure of cement rock and concrete.
1.2.4. “glass for construction” means types of glass used and installed in construction works.
1.2.5. “tiles and stone slabs” mean natural or manmade sheets of brick or stone whose edges or surface is finished or unfinished. These products serve purposes of cladding or paving for construction works.
1.2.6. “clay brick” is made from clay minerals (possibly with admixtures) by extrusion and burning at a suitable temperature.
1.2.7. “concrete brick” is made from concrete blend composed of cement, aggregate and water with or without mineral and chemical admixtures.
1.2.8. “foam concrete and non-autoclaved aerated concrete” mean foam concrete or non-autoclaved air-cured aerated concrete made from Portland cement, water, foaming agent or aerated agent with or without fine aggregate, active mineral and chemical admixtures.
“foam concrete and non-autoclaved aerated concrete products" mean the products in the form of blocks or small plates used for the construction of walls and partitions for construction works, made from foam concrete or non-autoclaved aerated concrete.
1.2.9. “autoclaved aerated concrete” means hollow lightweight concrete made from the mixtures composed of binder, high silicon dioxide content in fine powder form, aerated agent and water; cured in autoclave high temperature - humidity environment.
“autoclaved aerated concrete product” means autoclaved aerated concrete made in the form of blocks or small plates without reinforcement, suitable for construction and installation of walls and partitions for construction works.
1.2.10. “sand for construction” means a mixture of small aggregate particles of from 0.14 mm to 5 mm. Sand for construction may be natural sand, crushed sand and mixtures of natural and crushed sand.
“natural sand” means a mixture of small aggregate particles produced by the weathering of natural rock.
“crushed sand” means a mixture of aggregate particles smaller than 5 mm that are formed by the mashing and/or crushing of natural solid rocks.
1.2.11. “wall emulsion paint” means the dispersion paint or water-soluble paint used to decorate buildings.
1.2.12. “Volatile Organic Compounds (VOC)” means organic chemicals in solid and/or liquid form, which can evaporate naturally under atmospheric pressure at ordinary temperature and pose risks of harmful effects on human and environment.
1.2.13. “batch” combines one type of products or goods of building materials having similar specifications and produced at once through one production line.
1.2.14. “lot” combines one type of products or goods of building materials, in a defined quantity, which have similar label content, are produced or imported by one entity at one location and are distributed and sold on the market.
1.12.15. “representative sample of products or goods of building materials” means a sample representing a specific type of product or good manufactured in similar design, under similar conditions and with similar type of material.
1.2.16. “representative sample of batch and lot” means the sample that is taken in a certain ratio and randomly from the same lot in a manner that the representative nature for entire lot is ensured, and used for conformity assessment and certification.
1.3. General provisions
1.3.1. Products, goods of building materials must remain safe during their transportation, storage and preservation, with reasonable and right-purpose use.
1.3.2. Producers and importers must accurately declare types of products, goods of building materials in accordance with product list in Table 1, Part 2 of this document. Otherwise, it is required to coordinate with conformity assessment authorities to identify the types of products. Product names provided in Table 1, Part 2 are made in compliance with national standards (TCVN) or international standards.
1.3.3. Products, goods of building materials listed in Table 1, Part 2, while being sold on the market, must have the certificate of conformity and certificate of submission of declaration of conformity of the Department of Construction of the province where organizations and individuals register business. The conformity mark shall be affixed directly to a product, or to its package, or to an affixed label or to the product’s quality certificate and technical specification.
1.4. Normative references
The following referenced documents are indispensable for the application of this document. Revisions to the standards, when adopted, shall prevail.
1.4.1. Cement clinker, cement, cement and concrete admixtures
TCVN 141:2008, Portland cement - Methods of chemical analysis
TCVN 2682:2009, Portland cements - Specifications
TCVN 4315:2007, Granulated blast furnace slag for cement production
TCVN 6016:2011, Cement - Test methods - Determination of strength
TCVN 6017:2015, Cements - Test methods - Determination of setting time and soundness
TCVN 6067:2004, Sulphate resisting portland cement - Technical requirements
TCVN 6260:2009, Portland blended cement - Specifications
TCVN 6882:2016, Mineral admixtures for cement
TCVN 7711:2013, Sulfate resistant blended portland cements
TCVN 7713:2007, Cement – Determination of length change of hydraulic cement mortars exposed to a sulfate solution
TCVN 8262:2009, Fly ash - Methods of chemical analysis
TCVN 8826:2011, Chemical admixtures for concrete
TCVN 9339:2012, Concrete and mortar - Method for determination of pH by pH meter
TCVN 9807:2013, Gypsum for cement production
TCVN 10302:2014, Activity admixture - Fly ash for concrete, mortar and cement
TCVN 11833:2017, Phosphogypsum for cement production
1.4.2. Glass for construction
TCVN 7218:2002, Sheet glass for construction - Clear float glass - Specifications
TCVN 7219:2002, Sheet glass for construction - Method of test
TCVN 7528:2005, Glass in building – Solar reflective coated glass
TCVN 7529:2005, Glass in building - Heat absorbing tint glass
TCVN 7624:2007, Mirrors - Mirrors from silver-coated float glass by wet-chemical technology - Specifications
TCVN 7625:2007, Mirrors - Method of test
TCVN 9808:2013, Glass in building - Low emissivity coating glass
1.4.3. Tiles and stone slabs
TCVN 4732:2016, Natural stone facing slabs
TCVN 6415-3:2016, Ceramic floor and wall tiles - Test methods - Part 3: Determination of water absorption, apparent porosity, apparent relative density and bulk density
TCVN 6415-4:2016, Ceramic floor and wall tiles - Test methods - Part 4: Determination of modulus of rupture and breaking strength
TCVN 6415-6:2016, Ceramic floor and wall tiles - Test methods - Part 6: Determination of resistance to deep abrasion for unglazed tiles
TCVN 6415-7:2016, Ceramic floor and wall tiles - Test methods - Part 1: Determination of resistance to surface abrasion for glazed tiles
TCVN 6415-8:2016, Ceramic floor and wall tiles - Test methods - Part 8: Determination of linear thermal expansion
TCVN 6415-10:2016, Ceramic floor and wall tiles - Test methods - Part 10: Determination of linear thermal expansion
TCVN 7483:2005, Extruded ceramic floor and wall tiles - Specifications
TCVN 7745:2007, Dry pressed ceramic tiles - Specifications
1.4.4. Masonry materials
TCVN 1450:2009, Hollow clay bricks
TCVN 1451:1998, Solid clay bricks
TCVN 6355:2009, Bricks - Test methods
TCVN 6477:2016, Concrete bricks
TCVN 7959:2017, Lightweight concrete - Autoclaved aerated concrete product - Technical requirements
TCVN 9029:2017, Lightweight concrete - Foam concrete and non-autoclaved aerated concrete products - Technical requirements
TCVN 9030:2017, Lightweight concrete - Test methods
1.4.5. Sand for construction
TCVN 7570:2006, Aggregates for concrete and mortar - Specifications
TCVN 7572-2:2006, Aggregates for concrete and mortar – Test methods - Part 2: Determination of partical zise distribution
TCVN 7572-8:2006, Aggregates for concrete and mortar – Test methods - Part 8: Method for determination of content of dust, mud and clay in aggregate and content of clay lumps in fine aggregate
TCVN 7572-9:2006, Aggregates for concrete and mortar – Test methods - Part 9: Determination of organic impurities
TCVN 7572-14:2006, Aggregates for concrete and mortar – Test methods - Part 14: Determination of alkali silica reactivity
TCVN 7572-15:2006, Aggregates for concrete and mortar – Test methods - Part 15: Determination of chloride content
TCVN 9205:2012, Crushed sand for concrete and mortar
1.4.6. Other building materials
TCVN 197-1:2014, Metallic materials - Tensile testing - Part 1: Method of test at room temperature
TCVN 2090:2007, Paints, varnishes and raw materials for paints and varnishes − Sampling
TCVN 2097:2015, Paints and varnishes -- Cross-cut test
TCVN 4435:2000, Asbestos-cement corrugated sheets - Method of test
TCVN 5839:1994, Aluminium and aluminium alloy - Rods, bars, tubes and profiles - Mechanical properties
TCVN 5910:1995, Wrought aluminium and aluminium alloys - Chemical composition and forms of products
TCVN 6148:2007, Thermoplastics pipes – Longitudinal reversion – Test method and parameters
TCVN 6149-1:2007, Thermoplastics pipes, fittings and assemblies for the conveyance of fluids - Determination of the resistance to internal pressure – Part 1: General method
TCVN 6149-2:2007, Thermoplastics pipes, fittings and assemblies for the conveyance of fluids - Determination of the resistance to internal pressure – Part 2: Preparation of pipe test pieces
TCVN 7305-2:2008, Plastics piping systems – Polyethylene (PE) pipes and fittings for water supply – Part 2: Pipes
TCVN 7434-1:2004, Thermoplatics pipes - Determination of tensile properties – Part 1: General test method
TCVN 7434-2:2004, Thermoplatics pipes - Determination of tensile properties – Part 2: Pipes made of unplasticized poly(vinyl chloride) (PVC-U), chlorinated poly(vinyl chloride) (PVC-C), and high- impact poly(vinyl chloride)(PVC-Hl)
TCVN 7452-4:2004, Windows and doors - Test method - Part 4: Determination of strength of welded comers for U-PVC profiles
TCVN 8256:2009, Gypsum boards - Specifications
TCVN 8257-3:2009, Gypsum boards - Test methods - Part 3: Determination of flexural strength
TCVN 8257-5:2009, Gypsum boards - Test methods - Part 5: Determination of humidified deflection
TCVN 8257-6:2009, Gypsum boards - Test methods - Part 6: Determination of water absorption
TCVN 8491-2:2011, Plastics piping systems for water supply and for buried and above-ground drainage and sewerage under pressure - Unplasticized poly(vinyl chloride) (PVC-U) - Part 2: Pipes
TCVN 8652:2012, Wall emulision paints - Specifications
TCVN 8653-4:2012, Wall emulsion paints - Test methods - Part 4: Determination of scrub resistance of paint film
TCVN 8653-5:2012, Wall emulsion paints - Test methods - Part 5: Determination of heat sock resistance of paint film
TCVN 9188:2012, Chrysotile asbestos for asbestos - cement corrugated sheets
TCVN 10097-2:2013, Plastics piping systems for hot and cold water installations - Polypropylene (PP) - Part 3: Pipes
ASTM C471M-16a, Standard test methods for chemical analysis of gypsum and gypsum products
ASTM E1251-11, Standard test method for analysis of Aluminum and Aluminum Alloys by spark atomic emission spectrometry
BS EN 477, Unplasticized polyvinylchloride (PVC-U) profiles for the fabrication of windows and doors. Determination of the resistance to impact of main profiles by falling mass
BS EN 478, Unplasticized polyvinylchloride (PVC-U) profiles for the fabrication of windows and doors. Appearance after exposure at 150°C. Test method
BS EN 479, Unplasticized polyvinylchloride (PVC-U) profiles for the fabrication of windows and doors. Determination of heat reversion
BS EN 12608-1:2016, Unplasticized poly(vinyl chloride) (PVC-U) profiles for the fabrication of windows and doors. Classification, requirements and test methods. Non-coated PVC-U profiles with light coloured surfaces
ISO 9854-1:1994, Thermoplastics pipes for the transport of fluids - Determination of pendulum impact strength by the Charpy method - Part 1: General test method
ISO 9854-2:1994, Thermoplastics pipes for the transport of fluids - Determination of pendulum impact strength by the Charpy method - Part 2: Test conditions for pipes of various materials
PART 2. TECHNICAL REQUIREMENTS
2.1. Producers and importers must announce VOC content in paint products in writing.
2.2. Amiante amphibole (or amphibole) must not be used for making products of building materials. The following five types of amiante amphibole are prohibited:
- Amosite (brown asbestos): Fibrous, brown, chemical formula: 5.5FeO.1.5MgO.8SiO2.H2O;
- Crocidolite (blue asbestos): Fibrous, blue, chemical formula: 3H2O.2Na2O.6(Fe2,Mg)O.2Fe2O3.17SiO2;
- Anthophilite: Fibrous, colored, chemical formula: 7(Mg,Fe)O.8SiO2(OH)2;
- Actinolite: Fibrous, colored, chemical formula: 2CaO.4MgO.FeO.8SiO2.H2O;
- Tremolite: Fibrous, colored, chemical formula: 2CaO.5MgO.8SiO2.H2O.
2.3. Products, goods of building materials must have their technical values examined according to the test methods provided in Table 1 and satisfy the requirement in this table.
Table 1 - List of potentially unsafeproducts, goods of building materials
No. | Name of product | Entry | Entry | Required value | Required value | Required value | Required value | Test method | Test method | Test method | Test method | Sampling | Sampling | HS Code | HS Code |
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I | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures | Cement, cement and concrete admixtures |
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1 | Portland cement | 1. Compressive strength | 1. Compressive strength | 1. Compressive strength | 1. Compressive strength | Table 1 of TCVN 2682:2009 | Table 1 of TCVN 2682:2009 | TCVN 6016:2011 | TCVN 6016:2011 | TCVN 6016:2011 | TCVN 6016:2011 | Take individual samples from 10 different positions in the lot. Mix individual samples and take a mixed sample weighed at least 10 kg. | Take individual samples from 10 different positions in the lot. Mix individual samples and take a mixed sample weighed at least 10 kg. | 2523.29.90 | 2523.29.90 |
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| 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 10.0 | 10.0 | TCVN 6017:2015 | TCVN 6017:2015 | TCVN 6017:2015 | TCVN 6017:2015 |
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| 3. Content of anhydrous sulphuric acid (SO3), %, not more than | 3. Content of anhydrous sulphuric acid (SO3), %, not more than | 3. Content of anhydrous sulphuric acid (SO3), %, not more than | 3. Content of anhydrous sulphuric acid (SO3), %, not more than | 3.5 | 3.5 | TCVN 141:2008 | TCVN 141:2008 | TCVN 141:2008 | TCVN 141:2008 |
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| 4. Content of magnesium oxide (MgO), %, not more than | 4. Content of magnesium oxide (MgO), %, not more than | 4. Content of magnesium oxide (MgO), %, not more than | 4. Content of magnesium oxide (MgO), %, not more than | 5.0 | 5.0 |
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| 5. Loss on ignition, %, not more than | 5. Loss on ignition, %, not more than | 5. Loss on ignition, %, not more than | 5. Loss on ignition, %, not more than | 3.0 | 3.0 |
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| 6. Insoluble residue content, %, not more than | 6. Insoluble residue content, %, not more than | 6. Insoluble residue content, %, not more than | 6. Insoluble residue content, %, not more than | 1.5 | 1.5 |
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2 | Portland cement blend | 1. Compressive strength | 1. Compressive strength | 1. Compressive strength | 1. Compressive strength | Table 1 of TCVN 6260:2009 | Table 1 of TCVN 6260:2009 | TCVN 6016:2011 | TCVN 6016:2011 | TCVN 6016:2011 | TCVN 6016:2011 | Take individual samples from 10 different positions in the lot. Mix individual samples and take a mixed sample weighed at least 10 kg. | Take individual samples from 10 different positions in the lot. Mix individual samples and take a mixed sample weighed at least 10 kg. | 2523.90.00 | 2523.90.00 |
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| 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 10.0 | 10.0 | TCVN 6017:2015 | TCVN 6017:2015 | TCVN 6017:2015 | TCVN 6017:2015 |
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| 3. Content of anhydrous sulphuric acid (SO3), %, not more than | 3. Content of anhydrous sulphuric acid (SO3), %, not more than | 3. Content of anhydrous sulphuric acid (SO3), %, not more than | 3. Content of anhydrous sulphuric acid (SO3), %, not more than | 3.5 | 3.5 | TCVN 141:2008 | TCVN 141:2008 | TCVN 141:2008 | TCVN 141:2008 |
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3 | Sulfate-resisting Portland cement | 1. Compressive strength | 1. Compressive strength | 1. Compressive strength | 1. Compressive strength | Table 2 of TCVN 6067:2004 | Table 2 of TCVN 6067:2004 | TCVN 6016:2011 | TCVN 6016:2011 | TCVN 6016:2011 | TCVN 6016:2011 | Take individual samples from 10 different positions in the lot. Mix individual samples and take a mixed sample weighed at least 10 kg. | Take individual samples from 10 different positions in the lot. Mix individual samples and take a mixed sample weighed at least 10 kg. | 2523.90.00 | 2523.90.00 |
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| 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 10.0 | 10.0 | TCVN 6017:2015 | TCVN 6017:2015 | TCVN 6017:2015 | TCVN 6017:2015 |
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| 3. Loss on ignition, %, not more than | 3. Loss on ignition, %, not more than | 3. Loss on ignition, %, not more than | 3. Loss on ignition, %, not more than | 3.0 | 3.0 | TCVN 141:2008, content of C3A and C4AF determined as per Table 1, TCVN 6067:2004 | TCVN 141:2008, content of C3A and C4AF determined as per Table 1, TCVN 6067:2004 | TCVN 141:2008, content of C3A and C4AF determined as per Table 1, TCVN 6067:2004 | TCVN 141:2008, content of C3A and C4AF determined as per Table 1, TCVN 6067:2004 |
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| 4. Content of magnesium oxide (MgO), %, not more than | 4. Content of magnesium oxide (MgO), %, not more than | 4. Content of magnesium oxide (MgO), %, not more than | 4. Content of magnesium oxide (MgO), %, not more than | 5.0 | 5.0 |
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| 5. Content of anhydrous sulphuric acid (SO3), %, not more than | 5. Content of anhydrous sulphuric acid (SO3), %, not more than | 5. Content of anhydrous sulphuric acid (SO3), %, not more than | 5. Content of anhydrous sulphuric acid (SO3), %, not more than | 2.5 | 2.5 |
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| 6. Insoluble residue content, %, not more than | 6. Insoluble residue content, %, not more than | 6. Insoluble residue content, %, not more than | 6. Insoluble residue content, %, not more than | 1.0 | 1.0 |
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| 7. Content of C3A, %, not more than | 7. Content of C3A, %, not more than | 7. Content of C3A, %, not more than | 7. Content of C3A, %, not more than | 3.5 | 3.5 |
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| 8. Total content (C4AF+ 2C3A), %, not more than | 8. Total content (C4AF+ 2C3A), %, not more than | 8. Total content (C4AF+ 2C3A), %, not more than | 8. Total content (C4AF+ 2C3A), %, not more than | 25.0 | 25.0 |
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4 | Sulfate-resisting Portland cement blend | 1. Compressive strength | 1. Compressive strength | 1. Compressive strength | 1. Compressive strength | As per TCVN 7711:2013 | As per TCVN 7711:2013 | As per TCVN 7711:2013 | As per TCVN 7711:2013 | As per TCVN 7711:2013 | As per TCVN 7711:2013 | Take individual samples from 10 different positions in the lot. Mix individual samples and take a mixed sample size weighed at least 10 kg. | Take individual samples from 10 different positions in the lot. Mix individual samples and take a mixed sample size weighed at least 10 kg. | 2523.90.00 | 2523.90.00 |
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| 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 2. Volume stability by Le Chatelier’s principle, mm, not more than | 10 | 10 | TCVN 6017:2015 | TCVN 6017:2015 | TCVN 6017:2015 | TCVN 6017:2015 |
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| 3. Sulfate resistance | 3. Sulfate resistance | 3. Sulfate resistance | 3. Sulfate resistance | Table 1 of TCVN 7711:2013 | Table 1 of TCVN 7711:2013 | TCVN 7713:2007 | TCVN 7713:2007 | TCVN 7713:2007 | TCVN 7713:2007 |
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5 | Granulated blast furnace slag for cement production | 1. Alkali factor, not lower than | 1. Alkali factor, not lower than | 1. Alkali factor, not lower than | 1. Alkali factor, not lower than | 1.6 | 1.6 | TCVN 4315:2007 | TCVN 4315:2007 | TCVN 4315:2007 | TCVN 4315:2007 | Take at least 4 kg apiece from 10 different positions in the lot | Take at least 4 kg apiece from 10 different positions in the lot |
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| 2. Strength activity index, %, not lower than: | 2. Strength activity index, %, not lower than: | 2. Strength activity index, %, not lower than: | 2. Strength activity index, %, not lower than: |
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| - 7 days | - 7 days | - 7 days | - 7 days | 55.0 | 55.0 |
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| - 28 days | - 28 days | - 28 days | - 28 days | 75.0 | 75.0 |
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| 3. Content of magnesium oxide (MgO), %, not more than | 3. Content of magnesium oxide (MgO), %, not more than | 3. Content of magnesium oxide (MgO), %, not more than | 3. Content of magnesium oxide (MgO), %, not more than | 10.0 | 10.0 | TCVN 141:2008 | TCVN 141:2008 | TCVN 141:2008 | TCVN 141:2008 |
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6 | Fly ash for concrete, mortar and cement | Fly ash for concrete and mortar: | Fly ash for concrete and mortar: | Fly ash for concrete and mortar: | Fly ash for concrete and mortar: | Fly ash for concrete and mortar: | Fly ash for concrete and mortar: | Fly ash for concrete and mortar: | Fly ash for concrete and mortar: | Fly ash for concrete and mortar: | Fly ash for concrete and mortar: | Take at least 2 kg apiece from 5 different positions in the lot. Use quad-split method to take a mixed sample | Take at least 2 kg apiece from 5 different positions in the lot. Use quad-split method to take a mixed sample |
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| 1. Content of free calcium oxide (CaOfree) | 1. Content of free calcium oxide (CaOfree) | 1. Content of free calcium oxide (CaOfree) | 1. Content of free calcium oxide (CaOfree) | Table 1 of TCVN 10302:2014 | Table 1 of TCVN 10302:2014 | Table 1 of TCVN 10302:2014 | TCVN 141:2008 | TCVN 141:2008 | TCVN 141:2008 |
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| 2. Content of sulfur and sulfur compounds as equivalent SO3 | 2. Content of sulfur and sulfur compounds as equivalent SO3 | 2. Content of sulfur and sulfur compounds as equivalent SO3 | 2. Content of sulfur and sulfur compounds as equivalent SO3 |
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| 3. Loss on ignition | 3. Loss on ignition | 3. Loss on ignition | 3. Loss on ignition |
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| 4. Content of deleterious alkali (soluble alkali) | 4. Content of deleterious alkali (soluble alkali) | 4. Content of deleterious alkali (soluble alkali) | 4. Content of deleterious alkali (soluble alkali) |
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| TCVN 6882:2016 | TCVN 6882:2016 | TCVN 6882:2016 |
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| 5. Content of chloride ion (Cl-) | 5. Content of chloride ion (Cl-) | 5. Content of chloride ion (Cl-) | 5. Content of chloride ion (Cl-) |
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| TCVN 8826:2011 | TCVN 8826:2011 | TCVN 8826:2011 |
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| 6. Natural radioactivity, Aeff | 6. Natural radioactivity, Aeff | 6. Natural radioactivity, Aeff | 6. Natural radioactivity, Aeff |
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| Appendix A of TCVN 10302:2014 | Appendix A of TCVN 10302:2014 | Appendix A of TCVN 10302:2014 |
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| Fly ash for cement: | Fly ash for cement: | Fly ash for cement: | Fly ash for cement: | Fly ash for cement: | Fly ash for cement: | Fly ash for cement: | Fly ash for cement: | Fly ash for cement: | Fly ash for cement: |
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| 1. Loss on ignition | 1. Loss on ignition | 1. Loss on ignition | 1. Loss on ignition | Table 2 of TCVN 10302:2014 | Table 2 of TCVN 10302:2014 | Table 2 of TCVN 10302:2014 | TCVN 8262:2009 | TCVN 8262:2009 | TCVN 8262:2009 |
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| 2. Content of SO3 | 2. Content of SO3 | 2. Content of SO3 | 2. Content of SO3 |
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| TCVN 141:2008 | TCVN 141:2008 | TCVN 141:2008 |
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| 3. Content of free calcium oxide (CaOfree) | 3. Content of free calcium oxide (CaOfree) | 3. Content of free calcium oxide (CaOfree) | 3. Content of free calcium oxide (CaOfree) |
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| 4. Content of deleterious alkali (soluble alkali) | 4. Content of deleterious alkali (soluble alkali) | 4. Content of deleterious alkali (soluble alkali) | 4. Content of deleterious alkali (soluble alkali) |
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| TCVN 6882:2016 | TCVN 6882:2016 | TCVN 6882:2016 |
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| 5. Strength activity index | 5. Strength activity index | 5. Strength activity index | 5. Strength activity index |
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| TCVN 6882:2016 | TCVN 6882:2016 | TCVN 6882:2016 |
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| 6. Natural radioactivity, Aeff | 6. Natural radioactivity, Aeff | 6. Natural radioactivity, Aeff | 6. Natural radioactivity, Aeff |
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| Appendix A of TCVN 10302:2014 | Appendix A of TCVN 10302:2014 | Appendix A of TCVN 10302:2014 |
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7 | Phosphogypsum for cement production | 1. Content of CaSO4.2H2O, %, not more than | 1. Content of CaSO4.2H2O, %, not more than | 1. Content of CaSO4.2H2O, %, not more than | 1. Content of CaSO4.2H2O, %, not more than | 75 | 75 | 75 | TCVN 9807:2013 | TCVN 9807:2013 | TCVN 9807:2013 | Take samples from at least 10 different locations in a manner that they represent the whole batch of gypsum. Mix samples evenly and use the quad-split method to take a 10-kg sample. | Take samples from at least 10 different locations in a manner that they represent the whole batch of gypsum. Mix samples evenly and use the quad-split method to take a 10-kg sample. |
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| 2. Content of soluble phosphorus pentoxide (soluble P2O5), %, not more than | 2. Content of soluble phosphorus pentoxide (soluble P2O5), %, not more than | 2. Content of soluble phosphorus pentoxide (soluble P2O5), %, not more than | 2. Content of soluble phosphorus pentoxide (soluble P2O5), %, not more than | 0.1 | 0.1 | 0.1 | Appendix A of TCVN 11833:2017 | Appendix A of TCVN 11833:2017 | Appendix A of TCVN 11833:2017 |
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| 3. Content of total phosphorus pentoxide (total P2O5), %, not more than | 3. Content of total phosphorus pentoxide (total P2O5), %, not more than | 3. Content of total phosphorus pentoxide (total P2O5), %, not more than | 3. Content of total phosphorus pentoxide (total P2O5), %, not more than | 0.7 | 0.7 | 0.7 |
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| 4. Content of water-soluble fluoride (F-soluble), %, not more than | 4. Content of water-soluble fluoride (F-soluble), %, not more than | 4. Content of water-soluble fluoride (F-soluble), %, not more than | 4. Content of water-soluble fluoride (F-soluble), %, not more than | 0.02 | 0.02 | 0.02 |
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| 5. Content of total fluoride (F-total), %, not more than | 5. Content of total fluoride (F-total), %, not more than | 5. Content of total fluoride (F-total), %, not more than | 5. Content of total fluoride (F-total), %, not more than | 0.6 | 0.6 | 0.6 |
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| 6. pH, not less than | 6. pH, not less than | 6. pH, not less than | 6. pH, not less than | 6.0 | 6.0 | 6.0 | TCVN 9339:2012 | TCVN 9339:2012 | TCVN 9339:2012 |
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| 7. Safety radioactivity index (l), not more than | 7. Safety radioactivity index (l), not more than | 7. Safety radioactivity index (l), not more than | 7. Safety radioactivity index (l), not more than | 1 | 1 | 1 | Appendix D of TCVN 11833:2017 | Appendix D of TCVN 11833:2017 | Appendix D of TCVN 11833:2017 |
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| 8. Difference in setting time as compared to that of the control cement, hour, less than | 8. Difference in setting time as compared to that of the control cement, hour, less than | 8. Difference in setting time as compared to that of the control cement, hour, less than | 8. Difference in setting time as compared to that of the control cement, hour, less than | 2 | 2 | 2 | TCVN 6017:2015 | TCVN 6017:2015 | TCVN 6017:2015 |
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| 9. Reinforcement corrosion as compared to that of the control cement | 9. Reinforcement corrosion as compared to that of the control cement | 9. Reinforcement corrosion as compared to that of the control cement | 9. Reinforcement corrosion as compared to that of the control cement | Voltage-time curves unchangeable | Voltage-time curves unchangeable | Voltage-time curves unchangeable | Appendix B of TCVN 11833:2017 | Appendix B of TCVN 11833:2017 | Appendix B of TCVN 11833:2017 |
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II | Glass for construction | Glass for construction | Glass for construction | Glass for construction | Glass for construction | Glass for construction | Glass for construction | Glass for construction | Glass for construction | Glass for construction | Glass for construction | Glass for construction | Glass for construction | Glass for construction | Glass for construction |
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1 | Clear float glass | 1. Thickness variation | 1. Thickness variation | Table 1 of TCVN 7218:2002 | Table 1 of TCVN 7218:2002 | Table 1 of TCVN 7218:2002 | Table 1 of TCVN 7218:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | 3 samples, size ≥ (600x600) mm | 3 samples, size ≥ (600x600) mm | 7005.21.90 | 7005.21.90 |
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| 2. Visible defects | 2. Visible defects | Table 2 of TCVN 7218:2002 | Table 2 of TCVN 7218:2002 | Table 2 of TCVN 7218:2002 | Table 2 of TCVN 7218:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 |
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| 3. Visible light transmission | 3. Visible light transmission | Table 3 of TCVN 7218:2002 | Table 3 of TCVN 7218:2002 | Table 3 of TCVN 7218:2002 | Table 3 of TCVN 7218:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 |
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2 | Heat-absorbing colored glass | 1. Thickness variation | 1. Thickness variation | Table 2 of TCVN 7529:2005 | Table 2 of TCVN 7529:2005 | Table 2 of TCVN 7529:2005 | Table 2 of TCVN 7529:2005 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | 3 samples, size ≥ (600x600) mm | 3 samples, size ≥ (600x600) mm | 7005.21.90 | 7005.21.90 |
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| 2. Visible defects | 2. Visible defects | Table 3 of TCVN 7529:2005 | Table 3 of TCVN 7529:2005 | Table 3 of TCVN 7529:2005 | Table 3 of TCVN 7529:2005 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 |
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3 | Reflective coated glass | 1. Thickness variation and bow of the glass | 1. Thickness variation and bow of the glass | Standards for production of material glass | Standards for production of material glass | Standards for production of material glass | Standards for production of material glass | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | 3 samples, size ≥ (600x600) mm | 3 samples, size ≥ (600x600) mm | 7005.10.90 | 7005.10.90 |
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| 2. Visible defects | 2. Visible defects | Table 1 of TCVN 7528:2005 | Table 1 of TCVN 7528:2005 | Table 1 of TCVN 7528:2005 | Table 1 of TCVN 7528:2005 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 |
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| 3. Solar energy reflectance | 3. Solar energy reflectance | Table 2 of TCVN 7528:2005 | Table 2 of TCVN 7528:2005 | Table 2 of TCVN 7528:2005 | Table 2 of TCVN 7528:2005 | TCVN 7528:2005 | TCVN 7528:2005 | TCVN 7528:2005 | TCVN 7528:2005 |
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| 4. Abrasion resistance | 4. Abrasion resistance | Table 3 of TCVN 7528:2005 | Table 3 of TCVN 7528:2005 | Table 3 of TCVN 7528:2005 | Table 3 of TCVN 7528:2005 | TCVN 7528:2005 | TCVN 7528:2005 | TCVN 7528:2005 | TCVN 7528:2005 | 3 samples, size ≥ (100x100) mm | 3 samples, size ≥ (100x100) mm |
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4 | Low-emissivity coated glass glass | 1. Thickness variation | 1. Thickness variation | TCVN 9808:2013 | TCVN 9808:2013 | TCVN 9808:2013 | TCVN 9808:2013 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | 3 samples, size ≥ (600x600) mm | 3 samples, size ≥ (600x600) mm | 7005.10.90 | 7005.10.90 |
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| 2. Visible defects | 2. Visible defects | Table 2 and Table 3 of TCVN 9808:2013 | Table 2 and Table 3 of TCVN 9808:2013 | Table 2 and Table 3 of TCVN 9808:2013 | Table 2 and Table 3 of TCVN 9808:2013 | TCVN 9808:2013 | TCVN 9808:2013 | TCVN 9808:2013 | TCVN 9808:2013 |
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5 | Mirrors from silver-coated float glass | 1. Thickness variation | 1. Thickness variation | Table 1 of TCVN 7624:2007 | Table 1 of TCVN 7624:2007 | Table 1 of TCVN 7624:2007 | Table 1 of TCVN 7624:2007 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | 3 samples, size ≥ (600x600) mm | 3 samples, size ≥ (600x600) mm | 7009.91.00 | 7009.91.00 |
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| 2. Visible defects | 2. Visible defects | Appendix A of TCVN 7218:2002 | Appendix A of TCVN 7218:2002 | Appendix A of TCVN 7218:2002 | Appendix A of TCVN 7218:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 | TCVN 7219:2002 |
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| 3. Adhesion of paints, %, not less than | 3. Adhesion of paints, %, not less than | 0.15 | 0.15 | 0.15 | 0.15 | TCVN 7625:2007 | TCVN 7625:2007 | TCVN 7625:2007 | TCVN 7625:2007 | 4 samples, size at (100x100) mm | 4 samples, size at (100x100) mm |
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III | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs | Floor and wall tiles, stone slabs |
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1 | Dry pressed ceramic tiles(a) | 1. Water absorption | Table 7 of TCVN 7745:2007 | Table 7 of TCVN 7745:2007 | Table 7 of TCVN 7745:2007 | Table 7 of TCVN 7745:2007 | Table 7 of TCVN 7745:2007 | TCVN 6415-3:2016 | TCVN 6415-3:2016 | TCVN 6415-3:2016 | TCVN 6415-3:2016 | 5 intact tiles | 6907.90.10 (for unglazed products) 6908.90.11 (for glazed products) | 6907.90.10 (for unglazed products) 6908.90.11 (for glazed products) | 6907.90.10 (for unglazed products) 6908.90.11 (for glazed products) |
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| 2. Flexural strength |
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| TCVN 6415-4:2016 | TCVN 6415-4:2016 | TCVN 6415-4:2016 | TCVN 6415-4:2016 |
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| 3. Abrasion resistance: |
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| - Resistance to deep abrasion (for unglazed tiles) |
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| TCVN 6415-6:2016 | TCVN 6415-6:2016 | TCVN 6415-6:2016 | TCVN 6415-6:2016 |
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| - Resistance to surface abrasion (for glazed tiles) |
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| TCVN 6415-7:2016 | TCVN 6415-7:2016 | TCVN 6415-7:2016 | TCVN 6415-7:2016 |
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| 4. Linear thermal expansion |
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| TCVN 6415-8:2016 | TCVN 6415-8:2016 | TCVN 6415-8:2016 | TCVN 6415-8:2016 |
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| 5. Moisture expansion |
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| TCVN 6415-10:2016 | TCVN 6415-10:2016 | TCVN 6415-10:2016 | TCVN 6415-10:2016 |
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2 | Extruded ceramic tiles(a) | 1. Water absorption | Table 3 of TCVN 7483:2005 | Table 3 of TCVN 7483:2005 | Table 3 of TCVN 7483:2005 | Table 3 of TCVN 7483:2005 | Table 3 of TCVN 7483:2005 | TCVN 6415-3:2016 | TCVN 6415-3:2016 | TCVN 6415-3:2016 | TCVN 6415-3:2016 | 5 intact tiles | 6907.90.10 (for unglazed products) 6908.90.11 (for glazed products) | 6907.90.10 (for unglazed products) 6908.90.11 (for glazed products) | 6907.90.10 (for unglazed products) 6908.90.11 (for glazed products) |
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| 2. Flexural strength |
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| TCVN 6415-4:2016 | TCVN 6415-4:2016 | TCVN 6415-4:2016 | TCVN 6415-4:2016 |
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| 3. Abrasion resistance: |
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| - Resistance to deep abrasion (for unglazed tiles) |
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| TCVN 6415-6:2016 | TCVN 6415-6:2016 | TCVN 6415-6:2016 | TCVN 6415-6:2016 |
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| - Resistance to surface abrasion (for glazed tiles) |
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| TCVN 6415-7:2016 | TCVN 6415-7:2016 | TCVN 6415-7:2016 | TCVN 6415-7:2016 |
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| 4. Linear thermal expansion |
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| TCVN 6415-8:2016 | TCVN 6415-8:2016 | TCVN 6415-8:2016 | TCVN 6415-8:2016 |
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| 5. Moisture expansion |
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| TCVN 6415-10:2016 | TCVN 6415-10:2016 | TCVN 6415-10:2016 | TCVN 6415-10:2016 |
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3 | Natural stone slabs | 1. Flexural strength | Table 3 of TCVN 4732:2016 | Table 3 of TCVN 4732:2016 | Table 3 of TCVN 4732:2016 | Table 3 of TCVN 4732:2016 | Table 3 of TCVN 4732:2016 | TCVN 6415-4:2016 | TCVN 6415-4:2016 | TCVN 6415-4:2016 | TCVN 6415-4:2016 | 5 samples, size at (100x200) mm | 2515.12.20 (for marble) 2516.12.20 (for granite) 2515.20.00 (for limestone) 2515.20.20 (for sandstone) | 2515.12.20 (for marble) 2516.12.20 (for granite) 2515.20.00 (for limestone) 2515.20.20 (for sandstone) | 2515.12.20 (for marble) 2516.12.20 (for granite) 2515.20.00 (for limestone) 2515.20.20 (for sandstone) |
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| 2. Abrasion resistance |
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| TCVN 4732:2016 | TCVN 4732:2016 | TCVN 4732:2016 | TCVN 4732:2016 |
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| (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a)Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. | (a) Size of a batch of ceramic tiles shall not exceed 1500 m2. For the ceramic tiles (No. 1 and 2, section III, Table 2.1), the following requirements for sampling and technical value tests need to be satisfied: - Tiles with side length of below 2 cm (in square, rectangular or mesh-mounted forms): test in 01 technical value No 1 is required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 2 to below 10 cm (in square, rectangular or mesh-mounted forms): tests in 02 technical values No 1, 4, are required; number of samples: 12 intact tiles or minimum size of 0.25 m2. - Tiles with side length of from 10 to below 20 cm: tests in 04 technical values No 1, 3, 4, 5 are required; number of samples: 20 intact tiles or minimum size of 0.36 m2. - Tiles with side length of greater than or equal to 20 cm: tests in 05 technical values No 1, 2, 3, 4, 5 are required; number of samples: 5 intact tiles. |
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IV | Sand for construction | Sand for construction | Sand for construction | Sand for construction | Sand for construction | Sand for construction | Sand for construction | Sand for construction | Sand for construction | Sand for construction | Sand for construction | Sand for construction | Sand for construction | Sand for construction | Sand for construction |
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1 | Natural sand for concrete and mortar | 1. Particle size distribution | 1. Particle size distribution | 1. Particle size distribution | 1. Particle size distribution | Table 1 of TCVN 7570:2006 | Table 1 of TCVN 7570:2006 | Table 1 of TCVN 7570:2006 | Table 1 of TCVN 7570:2006 | TCVN 7572-2:2006 | Take at least 5 kg apiece from 10 different positions, mix samples then split the mixture in four parts then take one 20-kg part as the test sample | Take at least 5 kg apiece from 10 different positions, mix samples then split the mixture in four parts then take one 20-kg part as the test sample | Take at least 5 kg apiece from 10 different positions, mix samples then split the mixture in four parts then take one 20-kg part as the test sample | Take at least 5 kg apiece from 10 different positions, mix samples then split the mixture in four parts then take one 20-kg part as the test sample |
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| 2. Levels of impurities: - Ball clay and impurities in the form of pieces - Levels of dust, mud and clay | 2. Levels of impurities: - Ball clay and impurities in the form of pieces - Levels of dust, mud and clay | 2. Levels of impurities: - Ball clay and impurities in the form of pieces - Levels of dust, mud and clay | 2. Levels of impurities: - Ball clay and impurities in the form of pieces - Levels of dust, mud and clay | Table 2 of TCVN 7570:2006 | Table 2 of TCVN 7570:2006 | Table 2 of TCVN 7570:2006 | Table 2 of TCVN 7570:2006 | TCVN 7572-8:2006 |
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| 3. Organic impurities | 3. Organic impurities | 3. Organic impurities | 3. Organic impurities | Not darker than the standard color | Not darker than the standard color | Not darker than the standard color | Not darker than the standard color | TCVN 7572-9:2006 |
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| 4. Content of chloride ion (Cl-)(b) | 4. Content of chloride ion (Cl-)(b) | 4. Content of chloride ion (Cl-)(b) | 4. Content of chloride ion (Cl-)(b) | Table 3 of TCVN 7570:2006 | Table 3 of TCVN 7570:2006 | Table 3 of TCVN 7570:2006 | Table 3 of TCVN 7570:2006 | TCVN 7572-15:2006 |
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| 5. Alkali-silica reaction | 5. Alkali-silica reaction | 5. Alkali-silica reaction | 5. Alkali-silica reaction | In innocuous range | In innocuous range | In innocuous range | In innocuous range | TCVN 7572-14:2006 |
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2 | Crushed sand for concrete and mortar | 1. Particle size distribution(c) | 1. Particle size distribution(c) | 1. Particle size distribution(c) | 1. Particle size distribution(c) | Table 1 of TCVN 9205:2012 | Table 1 of TCVN 9205:2012 | Table 1 of TCVN 9205:2012 | Table 1 of TCVN 9205:2012 | TCVN 7572-2:2006 | Take at least 5 kg apiece from 10 different positions, mix samples then split the mixture in four parts then take one 20-kg part as the test sample | Take at least 5 kg apiece from 10 different positions, mix samples then split the mixture in four parts then take one 20-kg part as the test sample | Take at least 5 kg apiece from 10 different positions, mix samples then split the mixture in four parts then take one 20-kg part as the test sample | Take at least 5 kg apiece from 10 different positions, mix samples then split the mixture in four parts then take one 20-kg part as the test sample |
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| 2. Level of grains whose size is below 75 µm(c) | 2. Level of grains whose size is below 75 µm(c) | 2. Level of grains whose size is below 75 µm(c) | 2. Level of grains whose size is below 75 µm(c) | TCVN 9205:2012 | TCVN 9205:2012 | TCVN 9205:2012 | TCVN 9205:2012 | TCVN 9205:2012 |
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| 3. Content of chloride ion (Cl-), not more than | 3. Content of chloride ion (Cl-), not more than | 3. Content of chloride ion (Cl-), not more than | 3. Content of chloride ion (Cl-), not more than | Table 2 of TCVN 9205:2012 | Table 2 of TCVN 9205:2012 | Table 2 of TCVN 9205:2012 | Table 2 of TCVN 9205:2012 | TCVN 7572-15:2006 |
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| 4. Alkali-silica reaction | 4. Alkali-silica reaction | 4. Alkali-silica reaction | 4. Alkali-silica reaction | In innocuous range | In innocuous range | In innocuous range | In innocuous range | TCVN 7572-14:2006 |
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| (b) Aggregates whose content of Cl-exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl-exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c)Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl-exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b)Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. | (b) Aggregates whose content of Cl- exceeds the regulated value are permissible if the total content of Cl- from all constituents in 1 m3 of concrete does not exceed 0.6 kg for normal reinforced concrete or 0.3 kg for prestressed reinforced concrete. (c) Crushed sand whose level of fractions passing 140 µm and 75 µm sieves does not comply with the requirement is permissible if test results indicate no harms against the quality of concrete and mortar. |
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V | Masonry materials | Masonry materials | Masonry materials | Masonry materials | Masonry materials | Masonry materials | Masonry materials | Masonry materials | Masonry materials | Masonry materials | Masonry materials | Masonry materials | Masonry materials | Masonry materials | Masonry materials |
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1 | Clay burnt brick | 1. Compressive and bending strength | 1. Compressive and bending strength | 1. Compressive and bending strength | Table 3 of TCVN 1451:1998 | Table 3 of TCVN 1451:1998 | Table 3 of TCVN 1451:1998 | TCVN 6355-2÷3:2009 | TCVN 6355-2÷3:2009 | TCVN 6355-2÷3:2009 | Take 15 random bricks from each lot | Take 15 random bricks from each lot | Take 15 random bricks from each lot | 6904.10.00 | 6904.10.00 |
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| 2. Water absorption, %, not more than | 2. Water absorption, %, not more than | 2. Water absorption, %, not more than | 16 | 16 | 16 | TCVN 6355-4:2009 | TCVN 6355-4:2009 | TCVN 6355-4:2009 |
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2 | Hollow clay brick | 1. Compressive and bending strength | 1. Compressive and bending strength | 1. Compressive and bending strength | Table 3 of TCVN 1450:2009 | Table 3 of TCVN 1450:2009 | Table 3 of TCVN 1450:2009 | TCVN 6355-2÷3:2009 | TCVN 6355-2÷3:2009 | TCVN 6355-2÷3:2009 | Take 15 random bricks from each lot | Take 15 random bricks from each lot | Take 15 random bricks from each lot | 6904.10.00 | 6904.10.00 |
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| 2. Water absorption, %, not more than | 2. Water absorption, %, not more than | 2. Water absorption, %, not more than | 16 | 16 | 16 | TCVN 6355-4:2009 | TCVN 6355-4:2009 | TCVN 6355-4:2009 |
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| 3. Thickness of shell and web, mm, not less than | 3. Thickness of shell and web, mm, not less than | 3. Thickness of shell and web, mm, not less than |
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| TCVN 6355-1:2009 | TCVN 6355-1:2009 | TCVN 6355-1:2009 |
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| - Shell of void areas | - Shell of void areas | - Shell of void areas | 10 | 10 | 10 |
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| - Web of void areas | - Web of void areas | - Web of void areas | 8 | 8 | 8 |
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3 | Concrete brick | 1. Compressive strength | 1. Compressive strength | 1. Compressive strength | Table 3 of TCVN 6477:2016 | Table 3 of TCVN 6477:2016 | Table 3 of TCVN 6477:2016 | TCVN 6477:2016 | TCVN 6477:2016 | TCVN 6477:2016 | Take 10 random bricks from each lot | Take 10 random bricks from each lot | Take 10 random bricks from each lot | 6810.11.00 | 6810.11.00 |
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| 2. Water permeability | 2. Water permeability | 2. Water permeability |
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| 3. Water absorption | 3. Water absorption | 3. Water absorption |
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| TCVN 6355-4:2009 | TCVN 6355-4:2009 | TCVN 6355-4:2009 |
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4 | Autoclaved aerated concrete product | 1. Compressive strength | 1. Compressive strength | 1. Compressive strength | Table 4 of TCVN 7959:2017 | Table 4 of TCVN 7959:2017 | Table 4 of TCVN 7959:2017 | TCVN 9030:2017 | TCVN 9030:2017 | TCVN 9030:2017 | Take 15 random bricks from each lot | Take 15 random bricks from each lot | Take 15 random bricks from each lot | 6810.11.00 | 6810.11.00 |
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| 2. Dry volumetric weight | 2. Dry volumetric weight | 2. Dry volumetric weight |
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| 3. Drying shrinkage, mm/m, not more than | 3. Drying shrinkage, mm/m, not more than | 3. Drying shrinkage, mm/m, not more than | 0.2 | 0.2 | 0.2 |
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5 | Foam concrete and non-autoclaved aerated concrete products | 1. Compressive strength | 1. Compressive strength | 1. Compressive strength | Table 4 of TCVN 9029:2017 | Table 4 of TCVN 9029:2017 | Table 4 of TCVN 9029:2017 | TCVN 9030:2017 | TCVN 9030:2017 | TCVN 9030:2017 | Take 15 random bricks from each lot | Take 15 random bricks from each lot | Take 15 random bricks from each lot | 6810.11.00 | 6810.11.00 |
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| 2. Dry volumetric weight | 2. Dry volumetric weight | 2. Dry volumetric weight |
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| 3. Drying shrinkage, mm/m, not more than | 3. Drying shrinkage, mm/m, not more than | 3. Drying shrinkage, mm/m, not more than | 2.5 | 2.5 | 2.5 |
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VI | Other building materials | Other building materials | Other building materials | Other building materials | Other building materials | Other building materials | Other building materials | Other building materials | Other building materials | Other building materials | Other building materials | Other building materials | Other building materials | Other building materials | Other building materials |
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1 | Asbestos-cement corrugated sheets | 1. Permeability, hour, not less than | 1. Permeability, hour, not less than | 24 | 24 | 24 | TCVN 4435:2000 | TCVN 4435:2000 | TCVN 4435:2000 | TCVN 4435:2000 | Take samples from at least two positions. Take 01 full sheet apiece from each random position | Take samples from at least two positions. Take 01 full sheet apiece from each random position | Take samples from at least two positions. Take 01 full sheet apiece from each random position | 6811.40.10 | 6811.40.10 |
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| 2. Breaking load per width of the corrugated sheets, N/m, not less than | 2. Breaking load per width of the corrugated sheets, N/m, not less than | 3500 | 3500 | 3500 |
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2 | Chrysotile asbestos for asbestos - cement corrugated sheets | 1. Type of chrysotile asbestos for asbestos - cement corrugated sheets | 1. Type of chrysotile asbestos for asbestos - cement corrugated sheets | Chrysotile asbestos not mixed with amphibole minerals | Chrysotile asbestos not mixed with amphibole minerals | Chrysotile asbestos not mixed with amphibole minerals | TCVN 9188:2012 | TCVN 9188:2012 | TCVN 9188:2012 | TCVN 9188:2012 | Take at least 5 kg in a random way | Take at least 5 kg in a random way | Take at least 5 kg in a random way | 6812.93.00 | 6812.93.00 |
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3 | Gypsum board(d) | 1. Flexural strength | 1. Flexural strength | TCVN 8256:2009 | TCVN 8256:2009 | TCVN 8256:2009 | TCVN 8257-3:2009 | TCVN 8257-3:2009 | TCVN 8257-3:2009 | TCVN 8257-3:2009 | Take at least 0.2% of total quantity of gypsum sheets from random positions in the lot, and at least 02 boards as mixed sample | Take at least 0.2% of total quantity of gypsum sheets from random positions in the lot, and at least 02 boards as mixed sample | Take at least 0.2% of total quantity of gypsum sheets from random positions in the lot, and at least 02 boards as mixed sample | 6809.11.00 | 6809.11.00 |
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| 2. Humidified deflection | 2. Humidified deflection | TCVN 8256:2009 | TCVN 8256:2009 | TCVN 8256:2009 | TCVN 8257-5:2009 | TCVN 8257-5:2009 | TCVN 8257-5:2009 | TCVN 8257-5:2009 |
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| 3. Water absorption (only applicable to water-resistant gypsum; gypsum sheathing board; interior board) | 3. Water absorption (only applicable to water-resistant gypsum; gypsum sheathing board; interior board) | TCVN 8256:2009 | TCVN 8256:2009 | TCVN 8256:2009 | TCVN 8257-6:2009 | TCVN 8257-6:2009 | TCVN 8257-6:2009 | TCVN 8257-6:2009 |
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| 4. Volatile Sulfur Compound (Orthorhombic cyclooctasulfur - S8), ppm, not more than | 4. Volatile Sulfur Compound (Orthorhombic cyclooctasulfur - S8), ppm, not more than | 10 | 10 | 10 | ASTM C471M-16a,(e) | ASTM C471M-16a,(e) | ASTM C471M-16a,(e) | ASTM C471M-16a,(e) |
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4 | Wall emulision paints | 1. Adhesion, not exceeding | 1. Adhesion, not exceeding | Class 1 | Class 1 | Class 1 | TCVN 2097:2015 | TCVN 2097:2015 | TCVN 2097:2015 | TCVN 2097:2015 | Take samples as per TCVN 2090:2007 to form at least 2 liters of mixed sample. | Take samples as per TCVN 2090:2007 to form at least 2 liters of mixed sample. | Take samples as per TCVN 2090:2007 to form at least 2 liters of mixed sample. | 3209.10.90 | 3209.10.90 |
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| 2. Scrub resistance, cycle, not less than | 2. Scrub resistance, cycle, not less than |
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| TCVN 8653-4:2012 | TCVN 8653-4:2012 | TCVN 8653-4:2012 | TCVN 8653-4:2012 |
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| - Interior paints | - Interior paints | 100 | 100 | 100 |
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| - Exterior paints | - Exterior paints | 1200 | 1200 | 1200 |
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| 3. Heat shock resistance of exterior paint, cycle, not less than | 3. Heat shock resistance of exterior paint, cycle, not less than | 50 | 50 | 50 | TCVN 8653-5:2012 | TCVN 8653-5:2012 | TCVN 8653-5:2012 | TCVN 8653-5:2012 |
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5 | Unplasticized poly(vinyl chloride) (PVC-U)used for plastics piping systems for water supply and for buried and above-ground drainage and sewerage under pressure | 1. Short-term resistance to internal pressure at 20°C, 1 hour | 1. Short-term resistance to internal pressure at 20°C, 1 hour | Table 7 of TCVN 8491-2:2011 | Table 7 of TCVN 8491-2:2011 | Table 7 of TCVN 8491-2:2011 | TCVN 6149-1÷2:2007 | TCVN 6149-1÷2:2007 | TCVN 6149-1÷2:2007 | TCVN 6149-1÷2:2007 | Take two segments at least 1.0 m in length apiece from at least 5 random positions. | Take two segments at least 1.0 m in length apiece from at least 5 random positions. | Take two segments at least 1.0 m in length apiece from at least 5 random positions. | 3917.23.00 | 3917.23.00 |
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| 2. Uniaxial tensile testing: | 2. Uniaxial tensile testing: |
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| TCVN 7434-1÷2:2004 | TCVN 7434-1÷2:2004 | TCVN 7434-1÷2:2004 | TCVN 7434-1÷2:2004 |
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| - Maximum stress, MPa, not lower than | - Maximum stress, MPa, not lower than | 45 | 45 | 45 |
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| - Tensile strength at break, %, not lower than | - Tensile strength at break, %, not lower than | 80 | 80 | 80 |
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6 | Polyethylene (PE) used for water supply | 1. Hydrostatic strength: - At 20°C, 100 hour - At 80°C, 165 hour | 1. Hydrostatic strength: - At 20°C, 100 hour - At 80°C, 165 hour | Table 3 of TCVN 7305-2:2008 | Table 3 of TCVN 7305-2:2008 | Table 3 of TCVN 7305-2:2008 | TCVN 6149-1÷2:2007 | TCVN 6149-1÷2:2007 | TCVN 6149-1÷2:2007 | TCVN 6149-1÷2:2007 | Take two segments at least 1.0 m in length apiece from at least 5 random positions. | Take two segments at least 1.0 m in length apiece from at least 5 random positions. | Take two segments at least 1.0 m in length apiece from at least 5 random positions. |
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| 2. Elongation at break, %, not lower than | 2. Elongation at break, %, not lower than | 350 | 350 | 350 | TCVN 7434-1:2004 | TCVN 7434-1:2004 | TCVN 7434-1:2004 | TCVN 7434-1:2004 |
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7 | Polypropylene (PP) used for plastics piping systems for hot and cold water installations | 1. Resistance to internal pressure - At 20°C, 1 hour - At 95°C, 22 hour | 1. Resistance to internal pressure - At 20°C, 1 hour - At 95°C, 22 hour | Table 10 of TCVN 10097-2:2013 | Table 10 of TCVN 10097-2:2013 | Table 10 of TCVN 10097-2:2013 | TCVN 6149-1÷2:2007 | TCVN 6149-1÷2:2007 | TCVN 6149-1÷2:2007 | TCVN 6149-1÷2:2007 | Take two segments at least 1.0 m in length apiece from at least 5 random positions. | Take two segments at least 1.0 m in length apiece from at least 5 random positions. | Take two segments at least 1.0 m in length apiece from at least 5 random positions. |
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| 2. Impact resistance, %, not more than | 2. Impact resistance, %, not more than | 10 | 10 | 10 | ISO 9854-1÷2(e) | ISO 9854-1÷2(e) | ISO 9854-1÷2(e) | ISO 9854-1÷2(e) |
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8 | Aluminum alloy products, profiles, used for the fabrication of windows and doors | 1. Tensile properties | 1. Tensile properties | TCVN 5839:1994 | TCVN 5839:1994 | TCVN 5839:1994 | TCVN 197-1:2014 | TCVN 197-1:2014 | TCVN 197-1:2014 | TCVN 197-1:2014 | Take 01 rod at least 0.5 m in length apiece from at least three random positions. | Take 01 rod at least 0.5 m in length apiece from at least three random positions. | Take 01 rod at least 0.5 m in length apiece from at least three random positions. | 7604.29.10 | 7604.29.10 |
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| 2. Elongation at break | 2. Elongation at break |
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| 3. Chemical composition | 3. Chemical composition | TCVN 5910:1995 | TCVN 5910:1995 | TCVN 5910:1995 | ASTM E1251(e) | ASTM E1251(e) | ASTM E1251(e) | ASTM E1251(e) |
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9 | Unplasticized poly(vinyl chloride) (PVC-U) profiles for the fabrication of windows and doors | 1. Resistance to impact of main profile | 1. Resistance to impact of main profile | BS EN 12608-1:2016 (e) | BS EN 12608-1:2016 (e) | BS EN 12608-1:2016 (e) | BS EN 477 (e) | BS EN 477 (e) | BS EN 477 (e) | BS EN 477 (e) | Take 4 rods 1 m in length for each type. | Take 4 rods 1 m in length for each type. | Take 4 rods 1 m in length for each type. |
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| 2. Appearance after exposure at 150°C | 2. Appearance after exposure at 150°C |
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| BS EN 478 (e) | BS EN 478 (e) | BS EN 478 (e) | BS EN 478 (e) |
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| 3. Heat reversion | 3. Heat reversion |
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| BS EN 479 (e) | BS EN 479 (e) | BS EN 479 (e) | BS EN 479 (e) |
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| 4. Strength of welded corners for uPVC profiles, MPa, not less than | 4. Strength of welded corners for uPVC profiles, MPa, not less than | 25 | 25 | 25 | TCVN 7452-4:2004 | TCVN 7452-4:2004 | TCVN 7452-4:2004 | TCVN 7452-4:2004 | The manufacturer provides 03 samples with size specified in TCVN 7452-4:2004 | The manufacturer provides 03 samples with size specified in TCVN 7452-4:2004 | The manufacturer provides 03 samples with size specified in TCVN 7452-4:2004 |
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| d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. | d)) For the board whose nominal thickness is not the thickness specified in TCVN 8256: 2009, its properties are found by interpolation between the two adjacent thicknesses of the two boards. (e) Require values and tests done by foreign standards can adopt national standards upon the issuance of equivalent national standards or citation of such foreign standards. |
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PART 3. MANAGEMENT REGULATION
3.1. Certification and declaration of conformity
3.1.1. Products, goods of building materials must be granted certificates of conformity in accordance with technical requirements provided in Part 2 according to results of conformity certification by the certifying authority appointed or recognized by the Ministry of Construction.
3.1.2. The assessment of conformity of domestically produced and imported products and goods of building materials shall be made using one of the assessment methods specified in the Circular No. 28/2012/TT-BKHCN dated December 12, 2012 on declaration of standard conformity and technical-regulation conformity and methods for conformity assessment and the Circular No. 02/2017/TT-BKHCN dated March 31, 2017 on amendments to some articles of the Circular No. 28/2012/TT-BKHCN dated December 12, 2017 of the Ministry of Science and Technology. To be specific:
- Method 1: Tests on representative sample The certificate of conformity shall be effective within 01 year and supervision shall be carried out by testing on samples upon each import. The certificate of conformity shall be only valid for the type of product and goods which are taken sample for test. This method shall apply to the imports manufactured by foreign manufacturers which have established a management control system according to ISO 9001 or equivalent.
- Method 5: Test on representative sample and assess the manufacturing process; carry out supervision by testing the sample collected from the manufacturing location or on the market in association with assessment of the manufacturing process. The certificate of conformity shall be effective within 03 year and annual supervision shall be carried out testing on samples at the manufacturing location or on the market in association with assessment of the manufacturing process. This method shall apply to the products manufactured by domestic or foreign manufacturers which have established and sustainably maintained a management control system and fulfillment of requirements for manufacturing process according to ISO 9001 or equivalent.
- Method 7: Test on and assess batches and lots. The certificate of conformity shall be only valid for batches and lots.
3.1.3. Sampling method, specification and amount of representative samples
- The representative samples shall be taken in accordance with applicable national standards in methods for collection and preparation of samples for relevant products.
- Specification and amount of representative samples for each batch are specified in Table 1, Part 2.
3.2. Packaging, labeling, transport and storage
3.2.1 All products and goods of building materials must be labeled. Product and goods shall be labeled in accordance with applicable regulations of the law on product and goods labeling.
3.2.2. Regulations on packaging (for products bagged, packaged or boxed), transport and storage shall be specified in the standard applied to such products.
APPENDIX
Foreword
Part 1. GENERAL PROVISIONS
1.1. Scope
1.2. Definitions
1.3. General provisions
1.4. Normative references
PART 2. TECHNICAL REQUIREMENTS
PART 3. MANAGEMENT REGULATION
3.1. Certification and declaration of conformity
3.2. Packaging, labeling, transport and storage
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