91.060.01 建筑构件综合 标准查询与下载

ASTM E488/E488M-22 混凝土构件中锚强度的标准试验方法

1.1 These test methods address the tensile and shear strengths of post-installed and cast-in-place anchors in test members made of cracked or uncracked concrete. Loadings include quasi-static, seismic, fatigue and shock. Environmental exposures include freezing and thawing, moisture, decreased and elevated temperatures and corrosion. These test methods provide basic testing procedures for use with product-specific evaluation and acceptance standards and are intended to be performed in a testing laboratory. Product-specific evaluation and acceptance standards may add specific details and appropriate parameters as needed to accomplish the testing. Only those tests required by the specifying authority need to be performed. 1.2 These test methods are intended for use with postinstalled and cast-in-place anchors designed for installation perpendicular to a plane surface of a test member. 1.3 This standard prescribes separate procedures for static, seismic, fatigue and shock testing. Nothing in this standard, however, shall preclude combined tests incorporating two or more of these types of loading (such as seismic, fatigue and shock tests in series). 1.4 Both inch-pound and SI units are provided in this standard. The testing may be performed in either system and reported in that system, and the results converted to the other. However, anchor diameters, threads, and related testing equipment shall be in accordance with either inch-pound or SI provisions. 1.5 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. 1.6 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 Test Methods for Strength of Anchors in Concrete Elements

T/ZZXJX 113-2021 装配式叠合剪力墙结构技术规程

前  言　 1 范围　 2 规范性引用文件　 3 术语和定义　 4 基本规定　 5 材料　   5.1 混凝土　   5.2 钢筋、钢材和连接材料　   5.3 其他材料　 6 预制构件生产　   6.1 一般规定　   6.2 预制构件生产　   6.3 构件成型与养护　   6.4 预制构件检验　 7 预制构件运输与堆放　   7.1 一般规定   7.2 预制构件运输　   7.3 预制构件堆放　 8 施工　   8.1 一般规定　   8.2 安装准备　   8.3 安装施工　   8.4 施工安全与环境保护　   8.5 成品保护　 9 验收　   9.1 一般规定　   9.2 预制构件　   9.3 安装与连接　

Technical specification for prefabricated composite shear wall structure

T/ZBTA 15-2021 中国钢结构金奖创建与实施指南

对“中国钢结构金奖”评选的术语和定义、基本要求、创优策划、创优管理、创优申报、创优评选等方面给出了相关要求及合理化建议

The Creation and Implementation Guide of China Steel Structure Gold Award

T/ZZXJX 077-2021 陶瓷薄板幕墙施工技术规程

前  言　 1 范围　 2 规范性引用文件　 3 术语和定义　 4 陶瓷薄板幕墙构件或组件的加工制作　   4.1 一般规定　   4.2 铝型材和钢构件　   4.3 陶瓷薄板　   4.4 单元式陶瓷薄板幕墙组件　   4.5 构件或组件检验　 5 陶瓷薄板幕墙安装及施工　   5.1 一般规定　   5.2 安装施工准备　   5.3 陶瓷薄板幕墙安装及施工　   5.4 清理和保护　   5.5 安全措施　 6 陶瓷薄板幕墙验收及维护保养　   6.1 一般规定　   6.2 陶瓷薄板幕墙的验收　   6.3 陶瓷薄板幕墙的维修保养　

Technical specification for construction of ceramic sheet curtain wall

T/ZZAS 014-2021 新型包管系统

5　技术要求 5.1　铝合金型材 尺寸偏差 a)壁厚：型材的最小公称壁厚应不小于1.0mm。 b)弯曲度：型材应挺直，弯曲度不大于总长的1%。 性能指标 应符合表1的规定。 表1　铝合金型材性能指标 项  目　单 位　性能指标 抗拉强度　N/mm2　≥160 断后伸长率(%)　/　≥8 耐盐酸性　/　经耐盐酸性试验后,目视检查试验后的涂层表面,不应有气泡及其他明显变化。 耐洗涤剂性　/　经耐洗涤剂性试验后,目视检查试验后的涂层表面,应无起泡、脱落或其他明显变化。 5.2　龙骨 龙骨单杆静载300±3N，残余变形量不大于1.0mm。 5.3　聚苯乙烯泡沫板  应符合表2的规定。 表2　 聚苯乙烯泡沫板 项目　单位　性能 表观密度　kg/m3　15.0～30.0 压缩强度　kPa　≥ 60

New packaging system

T/ZZXJX 034-2021 预制混凝土构件质量检验标准

前  言　 1 范围　 2 规范性引用文件　 3 术语和定义　 4 一般规定　 5 模具　 5.1 一般规定　 5.2 主控项目　 5.3 一般项目　 6 钢筋及预埋件　 6.1 一般规定 6.2 主控项目　 6.3 一般项目　 7 混凝土　 7.1 一般规定　 7.2 主控项目　 7.3 一般项目　 8 预制构件　 8.1 一般规定　 8.2 主控项目　 8.3 一般项目　 附录A  检验项目定义和检验方法　 附录B  质量检验常用表格　

Quality inspection standard for precast concrete elements

T/ZS 0215-2021 螺锁式预应力混凝土实心方桩技术规程

 1  总  则　  2  术语和符号　     2.1  术语　     2.2  符号　  3  基本规定　  4  类型与构造　  5  设计　     5.1  一般规定　     5.2  螺锁式实心方桩     5.3  螺锁式异型复合方桩　  6  施工　     6.1  一般规定　     6.2  桩起吊、运输和堆放　     6.3  桩连接　     6.4  沉桩施工　     6.5  施工安全和环境保护　  7  验收　    7.1  一般规定　    7.2  检查　    7.3  验收

Technical specification for screw lock prestressed concrete solid square pile

T/CECS 10159-2021 给水用承插柔性接口钢管

本文件规定了给水用承插柔性接口钢管的术语和定义、分类和标记、材料、要求、试验方法、型式试验、检验规则及标志、包装、运输和存放。

Socket flexible interface steel pipe for water supply

T/CBMF 113-2021 建筑装饰用连续阳极氧化铝板

本文件规定了建筑装饰用连续阳极氧化铝板（以下简称阳极氧化板）的分类、代号和标记、通用要求、要求、试验方法、检验规则、标志、包装、运输、贮存。 本文件适用于工业与民用建筑装饰用的阳极氧化板。

Continuous anodized aluminium sheet for architectural decoration

T/WHCIA 1002-2021 预制混凝土构件生产企业星级评价标准

预制混凝土构件生产企业的星级评价指标体系由生产企业的基础条件、综合管理、生产安全、产品质量、工程服务、社会责任6类指标组成。每类评价指标均包括了评分项，部分评价指标设置了评价终止项或加分项。

Star-rating standard for precast concrete components manufacturing enterprises

UNI ISO 21542:2021 建筑施工 建筑环境的可达性和可用性

Building construction -- Accessibility and usability of the built environment

T/SCQA 209-2021 装配整体式叠合混凝土结构技术规程

装配整体式叠合混凝土结构 monolithic precast concrete composite structure 全部或部分抗侧力构件采用钢筋焊接网叠合剪力墙、叠合柱的装配整体式混凝土结构，简称叠合结构。包括装配整体式叠合剪力墙结构、装配整体式叠合框架结构、装配整体式叠合框架-剪力墙结构和装配整体式叠合框架-现浇核心筒结构。 装配整体式叠合剪力墙结构 monolithic precast composite shear wall structure 全部或部分剪力墙采用叠合剪力墙构件建成的装配整体式叠合混凝土结构，简称叠合剪力墙结构。 装配整体式叠合框架-现浇核心筒结构 monolithic precast composite frame-corewall structure 由现浇核心筒与外围的叠合框架组成的装配整体式叠合混凝土结构，简称叠合框架-现浇核心筒结构。

Technical specification for assembling monolithic composite concrete structures

T/ZZB 2140-2021 装配式支吊架用槽钢螺母

本文件规定了装配式支吊架用槽钢螺母的型式、基本要求、技术要求、试验方法、检验规则、标记、标志、包装、运输和贮存、质量承诺。 本文件适用于螺纹规格为公制 M6～M12 的装配式支吊架用槽钢螺母（以下简称“螺母”）。

Channel nuts for fabricated supports and hangers

T/ZZXJX 021-2021 浇筑式混凝土复合自保温砌块填充外墙技术规程

前  言　 1 范围　 2 规范性引用文件　 3 术语和定义　 4 基本规定　 5 材料性能　   5.1 浇筑式混凝土复合自保温砌块性能要求　   5.2 配套材料　 6 设计　   6.1 一般规定　   6.2 热工设计　   6.3 构造要求　 7 施工　   7.1 一般规定　   7.2 砌筑施工　   7.3 墙体抹灰施工　 8 验收　   8.1 一般规定　   8.2 主控项目　   8.3 一般项目　

Technical specification for pouring concrete composite self-insulating blocks to fill external walls

DS/ISO 21542:2021 建筑施工 建筑环境的可达性和可用性

Building construction – Accessibility and usability of the built environment

ISO 21542:2021 建筑构造.建成环境的可访问性和可用性

This document specifies a range of requirements and recommendations for the elements of construction, building assemblies, components, fittings and products that relate to the design and constructional aspects of usability and accessibility of buildings, i.e. access to buildings, circulation within buildings, egress from buildings during normal conditions, and evacuation in the event of a fire. This document also applies to the common spaces in multi-unit residential buildings. Recommendations regarding residential units are given in Annex A. This document also contains provisions with respect to outdoor features directly concerned with access to a building or a group of buildings from a relevant site boundary, or between such a group of buildings within a common site. This document does not deal with elements of the external environment, such as public open spaces, whose function is self-contained and unrelated to the use of a specific building. This document is applicable to new buildings and new work in existing buildings. This document introduces the concept of ‘exceptional considerations for existing buildings’ for situations where it is exceptionally difficult to meet the requirements specified and, thus, impossible to provide full accessibility. By means of ‘exceptional considerations for existing buildings’, an acceptable, though restricted, level of accessibility is specified. An exceptional consideration for existing buildings is not to be applied in other situations or invoked in an unjustified manner, or as an excuse for not achieving a higher level of accessibility, where this is economically and/or technically feasible. The dimensions stated in this document, relevant to the use of wheelchairs, are related to the footprint of commonly used wheelchair sizes and users as specified in ISO 7176-5 and ISO/TR 13570-2, 800 mm wide and 1300 mm long. This document is primarily written for adults with disabilities, but it includes some recommendations on specific accessibility needs of children.

Building construction - Accessibility and usability of the built environment

T/ZS 0203-2021 超高性能混凝土外墙（UHPC）围护和装饰板应用技术标准

 1  总  则　  2  术  语　  3  基本规定　  4  材  料　   4.1  超高性能混凝土原材料　   4.2  超高性能混凝土　   4.3  表面防护材料　   4.4  UHPC板　   4.5  金属材料　  5  建筑设计　   5.1  一般规定　   5.2  性能与检测　   5.3  建筑构造设计　   5.4  UHPC板的构造与连接设计　  6  结构设计　   6.1  一般规定　   6.2  材料力学性能　   6.3  荷载与作用　   6.4  作用效应组合   6.5  连接设计　   6.6  承载力极限状态设计　   6.7  抗裂验算　   6.8  锚固承载力设计　   6.9  UHPC平板结构设计　   6.10  UHPC背附钢架板结构设计　  7  安装施工   7.1 一般规定   7.2  安装施工　   7.3  安装质量　  8  验  收　   8.1  一般规定　   8.2  进场验收   8.3  工程验收　  9  维修保养　   9.1  一般规定　   9.2  检查与维护　   9.3  清洗与保养  附录A  制作加工　   A.1  一般规定　   A.2  混凝土制备　   A.3  UHPC板制作　   A.4  金属构件加工　   A.5  搬运和堆放　   A.6  出厂检验　

Technical standards for the application of ultra high performance concrete（UHPC）exterior wall enclosures and decorative panels

T/CECS 852-2021 装配式混凝土钢丝网架板式建筑技术规程

主要技术内容包括：总则、术语和符号、材料、建筑设计、结构设计、构件生产、工程施工和工程验收等。

Technical specification for prefabricated concrete steel wire grid slab buildings

DB11/T 968-2021 预制混凝土构件质量检验标准

Quality inspection standard for precast concrete elements

T/CECS 831-2021 木桩工程技术规程

主要技术内容包括：总则、术语和符号、基本规定、材料、设计、施工、检验与验收等。

Technical Regulations for Wood Pile Engineering