91.100.40 纤维增强水泥制品 标准查询与下载

GB/T 15231.5-1994 玻璃纤维增强水泥性能试验方法 抗冲击性能

本标准规定了玻璃纤维增强水泥抗冲击强度试验方法。 本标准适用于测定抗碱玻璃纤维增强水泥净浆或砂浆（简称GRC）的抗冲击强度。

Test methods for the properties of glass fibre reinforced cement. The properties of impact resistance

GB/T 15231.2-1994 玻璃纤维增强水泥性能试验方法 抗压强度

本标准规定了玻璃纤维增强水泥抗压强度试验方法。 本标准适用于测定抗碱玻璃纤维增强水泥净浆或砂浆（简称GRC）的抗压强度。

Test methods for the properties of glass fibre reinforced cement. The compressive strength

GB/T 15231.1-1994 玻璃纤维增强水泥性能试验方法 体积密度、含水率和玻璃纤维含量

本标准规定了玻璃纤维增强水泥体积密度、含水率和玻璃纤维含量的试验方法。 本标准适用于测定抗碱玻璃纤维增强水泥净浆或砂浆（简称GRC）的体积密度、含水率和玻璃纤维含量。

Test methods for the properties of glass fibre reinforced cement. The volume density, water content and glass fibre content

T/GBMEA 01-2024 SWLP固废轻质隔墙条板建筑构造

用物理方法将泡沫剂制备成泡沫，再将泡沫加入到由胶凝材料、水、外加剂等掺料制成的料浆中，经混合搅拌、浇筑成型，养护而成 的轻质隔墙板。其强度一般为0.3～1Mpa，密度为500～700kg/m3，由于其多孔、轻质，具有保温（传热系数为0.08～0.3W/m·K，热阻是普通混凝土的20～30倍）、隔热、隔声（吸声能力为0.09%～0.19%，是普通混凝土的8倍）、不燃，广泛用于建筑保温隔热材料。特别是当今节能建筑正在广泛推广，该工艺安全不燃，耐火等级大于2h，将逐渐取代目前的聚苯乙烯等有机保温材料，可与耐久性大于50年的建筑同命。

SWLP solid waste lightweight partition wall panel building construction

ASTM C1530/C1530M-23 具有设计的不同轮廓和厚度的纤维水泥屋面板振捣器、板和板条的标准规范

Standard Specification for Fiber-Cement Roofing Shakes, Shingles, and Slates with Designed Varying Profiles and Thicknesses

ASTM C1288-23 纤维水泥内部基板的标准规范

Standard Specification for Fiber-Cement Interior Substrate Sheets

ASTM C1185-23 纤维水泥平板、屋顶和侧围板以及隔板的取样和试验的标准试验方法

Standard Test Methods for Sampling and Testing Fiber-Cement Flat Sheet, Roofing and Siding Shingles, and Clapboards

ASTM C1666/C1666M-08(2023) GFRC和纤维增强混凝土及水泥用耐碱（AR）玻璃纤维标准规范

1.1 This specification covers minimum requirements for alkali resistant (AR) glass fibers intended for use in glass fiber-reinforced concrete (GFRC) by spray-up, glass fiberreinforced concrete premix, fiber-reinforced concrete, and other cementitious based products. 1.2 This specification provides for AR glass fiber types and configurations that can be readily incorporated into concrete mixes, typical physical properties, minimum zirconia content, and prescribes testing procedures to establish conformance to these requirements. 1.3 This specification does not address the types of coatings or lubricants used in the manufacturing process of the fibers. 1.4 In the case of conflict between a more stringent requirement of a product specification and a requirement of this specification, the product specification shall prevail. In the case of a conflict between a requirement of the product specification or a requirement of this specification and a more stringent requirement of the purchase order, the purchase order shall prevail. The purchase order requirements shall not take precedence if they, in any way, violate the requirements of the product specification or this specification; for example, by the waiving of a test requirement or by making a test requirement less stringent. 1.5 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text, the inch-pound units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Alkali Resistant (AR) Glass Fiber for GFRC and Fiber-Reinforced Concrete and Cement

T/CI 100-2022 预制复合墙板（体）

5　分类与标记 5.1　分类 5.1.1　按饰面分为： a)　饰面预制复合墙板（B1）； b)　饰面预制复合墙体（T1）。 注：饰面指覆膜、装饰等。 5.1.2　按非饰面分为： a)　非饰面预制复合墙板（B2）； b)　非饰面预制复合墙体（T2）。 6.1　外观质量 饰面预制复合墙板（体）外观质量应符合表1规定。 表1　饰面预制复合墙板（体）外观质量要求 缺陷名称　要   求 划痕　轻微，且长度不大于10 mm，每平方米不超过 2 处 鼓泡　不允许 皱皮　不允许 粒子　不允许 针孔　直径不大于0.5 mm，每平方米不超过 2 处 非工艺性凹凸不平　不允许 颜色差异　同批板材基本一致，可由供需双方商定 表面压痕　每平方米允许有一处不明显压痕 6.1.1　非饰面预制复合墙板（体）外观质量应符合表2规定。 表2　非饰面预制复合墙板（体）观质量要求 缺陷名称　要   求 开裂　不允许 划痕　轻微，且长度不大于10 mm，每平方米不超过 2 处 鼓泡　不允许 亏料痕迹　不允许 非工艺性凹凸不平　不允许 边角缺损　不允许 颜色差异　同批板材基本一致，可由供需双方商定 表面压痕　每平方米允许有一处不明显压痕 6.2　规格尺寸及偏差 6.2.1　预制复合墙板（体）的规格尺寸应符合表3规定。产品长度分为三种规格，也可以根据用户要求生产，由供需双方商定。 表3　预制复合墙板（体）规格尺寸要求 项  目　要   求 　墙板　墙体 公称厚度tn　6 mm～12 mm　100 mm～300 mm 长度　墙板（体）的公称长度ln为300 mm～3 000 mm 宽度　墙板（体）的公称宽度wn为300 mm～1 200 mm 6.2.2　预制复合墙板（体）的尺寸偏差应符合表4规定。

Prefabricated composite wall panels (body)

KS F ISO 18319-2022 纤维增强聚合物（FRP）混凝土加固 – FRP 板规格

Fibre-reinforced polymer(FRP) reinforcement of concrete – Specifications of FRP sheets

JC/T 940-2022 玻璃纤维增强水泥（GRC）装饰制品

本文件规定了玻璃纤维增强水泥装饰制品的术语和定义、分类与标记、一般规定、原材料、要求、试验方法、检验规则以及标志、堆放、装卸、运输与出厂合格证。 本文件适用于非承重玻璃纤维增强水泥装饰制品。

Glass fiber reinforced cement (GRC) decorative products

JC/T 2726-2022 玻璃纤维增强水泥（GRC）复合外墙板

本文件规定了玻璃纤维增强水泥（以下简称GRC）复合外墙板的术语和定义、分类与标记、一般规定、原材料、要求、试验方法、检验规则以及标志、运输和贮存、产品合格证。 本文件适用于建筑围护结构用非承重复合外墙板。

Glass fiber reinforced cement (GRC) composite exterior wall panels

JC/T 566-2022 吸声用穿孔纤维水泥板

本文件规定了吸声用穿孔纤维水泥板的术语和定义、分类和标记、一般要求、产品性能要求、试验方法、检验规则、标志与合格证、运输、包装与贮存。 本文件适用于以控制混响时间、降低环境噪音的无石棉穿孔纤维水泥板、无石棉穿孔硅酸钙板，其它工程用穿孔板可参照本文件执行。

Perforated fiber cement board for sound absorption

ASTM C1325-22e1 纤维垫增强水泥基背衬装置的标准规范

Standard Specification for Fiber-Mat Reinforced Cementitious Backer Units

ASTM C1325-22 纤维毡增强水泥基支撑装置的标准规范

1.1 This specification covers non-asbestos fiber-mat reinforced cementitious backer units manufactured to be dimensionally stable and suitable as either an unfinished substrate (see Note 1) or as a substrate for decoration such as natural stone or tile on walls, floors, or decks in wet and dry areas. It is also suitable to be used as a substrate in the Application of Class PB Exterior Insulation Finish Systems (Practice C1397), the Application of Direct-Applied Finish Systems (Practice C1516), and the Application of Exterior Insulation Finish Systems Class PI (Practice C1535). NOTE 1—When used as an unfinished substrate, consult the manufacturer’s written installation literature for proper application details. 1.2 This specification is not applicable to asbestos-cement flat sheets (Specification C220); non-asbestos fiber cement flat sheets for exterior applications such as claddings, facades, curtain walls, and soffits (Specification C1186); gypsum backing board, coreboard, and shaftliner (Specification C1396/ C1396M); water-resistant gypsum backing board (Specification C1396/C1396M); glass mat gypsum backing board (Specification C1178/C1178M); particle boards (Definitions D1554); and discrete non-asbestos fiber cement interior substrate sheets (Specification C1288). 1.3 Units—The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Fiber-Mat Reinforced Cementitious Backer Units

BS EN 17468-1:2022 纤维水泥制品 拉断力和剪切力的测定以及弯曲强度计算 平板

1   Scope The document establishes an agreed method for evaluation of pull through resistance (tension/compression for fasteners through the sheets), shear resistance, bending strength and bending modulus of elasticity and suggests an approved safety concept of fibre-cement flat sheets for internal and external wall and ceiling finishes based on the experiences obtained over the last number of years in different countries. The results are only applicable to the fibre-cement product and not to the complete fixing assembly. NOTE 1 For design purposes of fibre-cement flat sheets in the final application, the failure modes pull-out and breaking of the fixing or substructure are not in the scope of this standard. They might become decisive and need to be tested or calculated according to the relevant design standards for fixings (e.g. EN 14592) or ETA and substructure (e.g. Eurocode 3 for steel, Eurocode 5 for wood and Eurocode 9 for aluminium substructures) and compared with the results for pull-through and shear resistance. The results are also applicable for: — Coated or uncoated sheets manufactured at the same production facility as the tested sheets provided that the sheets are of the same type, have at least the same declared class according to EN 12467:2012+A2:2018, Table 6 and at least the same nominal thickness. — The test method can be applied to textured or non-textured fibre...

Fibre cement products. Determination of pull through and shear resistance and bending strength calculations - Flat sheets

ASTM C1186-22e1 扁平纤维水泥板的标准规范

Standard Specification for Flat Fiber-Cement Sheets

ASTM C1186-22 扁平纤维水泥板的标准规范

1.1 This specification covers either untextured or surface textured fiber-cement flat sheets intended for exterior applications such as wall claddings, facades, curtain walls, soffits, and so forth. 1.2 This specification is not applicable to asbestos-cement flat sheets (Specification C220), gypsum-based boards (Specifications C1396/C1396M, C1177/C1177M, C1178/C1178M), or particle boards (Terminology D1554) discrete non-asbestos fiber-cement interior substrate sheets (Specification C1288), fiber-mat reinforced non-asbestos cement interior substrate sheets (Specification C1325), or cement-bonded particleboards (Specification BS 5669: Part 4) and (ISO 8335). 1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.4 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Flat Fiber-Cement Sheets

BS EN 17468-2:2022 纤维水泥产品 拉断力和剪切力的测定以及弯曲强度计算 型材

1   Scope This document specifies test methods for pull through (tension/compression testing for fasteners through the sheets) and shear resistance of fibre-cement profiled sheets according to EN 494. The results are only applicable to the fibre-cement product and not to the complete fixing assembly. It applies only to products as delivered . The field of application for pull through resistance is defined in 7.6. The field of application for shear resistance is defined in 8.6. NOTE For design purposes of fibre-cement profiled sheets in the final application, the failure modes pull-out and breaking of the fixings or substructure are not in the scope of this standard. They might become decisive and need to be tested or calculated according to the relevant design standards for fixings (e.g. Eurocode 3 for steel, Eurocode 5 for wood and Eurocode 9 for aluminium substructures) and compared with the results for pull-through and shear resistance.

Fibre-cement products. Determination of pull through and shear resistance and bending strength calculations - Profiled sheets

EN 17468-1:2022 纤维水泥制品 抗拉强度和抗剪切强度的测定以及弯曲强度计算 第1部分：平板

The document establishes an agreed method for evaluation of pull through resistance (tension/compression for fasteners through the sheets), shear resistance, bending strength and bending modulus of elasticity and suggests an approved safety concept of fibre-cement flat sheets for internal and external wall and ceiling finishes based on the experiences obtained over the last number of years in different countries. The results are only applicable to the fibre-cement product and not to the complete fixing assembly. NOTE 1 For design purposes of fibre-cement flat sheets in the final application, the failure modes pull-out and breaking of the fixing or substructure are not in the scope of this standard. They might become decisive and need to be tested or calculated according to the relevant design standards for fixings (e.g. EN 14592) or ETA and substructure (e.g. Eurocode 3 for steel, Eurocode 5 for wood and Eurocode 9 for aluminium substructures) and compared with the results for pull-through and shear resistance. The results are also applicable for: — Coated or uncoated sheets manufactured at the same production facility as the tested sheets provided that the sheets are of the same type, have at least the same declared class according to EN 12467:2012+A2:2018, Table 6 and at least the same nominal thickness. — The test method can be applied to textured or non-textured fibre-cement flat sheets. The results of non-textured sheets are only applicable for textured sheets if the nominal minimum thickness of the textured sheet is at least the nominal thickness of the non-textured sheet. — The same type of fixing head or washer assembly where applicable if the diameter of the fixing head or washer is 0 mm to 2 mm larger than in the test. — The Shore A hardness of the sealing washer, where applicable, is ± 5 that of the washer used in the test, given that the washer thickness is at least as thick, the washer material at least as strong and the shape (dome or flat) of the washer equal to what has been tested. NOTE 2 A) For pull-through resistance, if the diameter of the drilled hole through the fibre-cement sheet is 0 mm to 2 mm smaller or equal than in the test up to the diameter of the shank of the fastener, providing, during the test there is the required clearance hole around the shank of the fastener. B) For shear resistance, if the diameter of the drilled hole is equal to what has been tested. It applies only to products as delivered.

Fibre cement products - Determination of pull through and shear resistance and bending strength calculations - Part 1: Flat sheets