91.080.40 混凝土结构 标准查询与下载

T/CSUS 05-2019 大跨度预应力空心板建筑工程应用技术标准

1.0.1 为规范大跨度预应力空心板在建筑工程的设计、生产、施工及验收，做到安全适用、技术先进、经济合理、保证质量，制定本标准。 1.0.2 本标准适用于抗震设防烈度不大于8度的工业与民用建筑，环境类别为一类及二a类的预应力空心楼（屋面）板和建筑高度不大于24m的预应力空心外墙板的设计、生产、施工及验 收。本标准不适用于有振动作用以及有高温作用的建筑。 1.0.3 大跨度预应力空心板的设计、生产、施工及验收，除应符合本标准外，尚应符合国家现行有关标准的规定。 

Technical Standard for Building Engineering Application of Large-span Prestressed Hollow-core Slabs

T/CECS 648-2019 既有混凝土框架结构隔震加固技术规程

本规程共分7章和2个附录，主要技术内容包括：总则、术语、设计、施工、分项工程验收、子分部工程验收和维护等。

Technical specification for strengthening with seismic isolation of existing concrete frame structures

T/CECS 188-2019 钢管混凝土叠合柱结构技术规程

本规程共分7章和1个附录，主要技术内容包括：总则、术语和符号、基本规定、叠合柱框架设计、钢管混凝土剪力墙设计、连接设计、结构施工及验收。 本规程修订的主要技术内容是： 1. 叠合柱结构的最大适用高度； 2.  采用实配法确定叠合柱框架柱端弯矩设计值及叠合柱、框架梁剪力设计值； 3. 叠合柱、钢管混凝土剪力墙最小抗剪截面验算时剪力设计值扣除钢管抗剪强度，受剪承载力计算时考虑钢管抗剪强度； 4.  偏心受压叠合柱正截面受压承载力计算方法； 5.  叠合柱轴压比计算方法； 6. 叠合柱箍筋加密区的箍筋配置； 7. 钢管混凝土剪力墙轴心受压承载力计算方法； 8. 偏心受压、偏心受拉钢管混凝土剪力墙斜截面受剪承载力计算方法； 9. 钢管混凝土剪力墙轴压比计算方法及轴压比限值； 10. 叠合柱、钢管混凝土剪力墙抗震构造措施； 11. 钢筋混凝土梁与叠合柱连接； 12. 叠合柱柱脚设计； 13.  叠合柱结构施工及验收。

Technical specification for steel tube-reinforced concrete column structures

ASTM C1645-19 实体混凝土联锁铺路单元的冻融和除冰耐盐性的标准试验方法

Standard Test Method for Freeze-thaw and De-icing Salt Durability of Solid Concrete Interlocking Paving Units

ASTM C1542/C1542M-19 混凝土芯长度的标准试验方法

1.1 This test method is used to determine the length of a core drilled from concrete. 1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined. 1.3 The text of this standard refers to notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this standard. 1.4 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. 1.5 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 Test Method for Measuring Length of Concrete Cores

ASTM F2170-19a 用原位探头测定混凝土楼板相对湿度的标准试验方法

1.1 This test method covers the quantitative determination of percent relative humidity in concrete slabs for field or laboratory tests. 1.2 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. 1.3 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. Specific warnings are given in Section 7, 10.3.2, and 10.4.4. 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 Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes

ASTM D7234-19 使用便携式拉脱附着力测试仪的混凝土涂层的拉脱粘合强度的标准测试方法

Standard Test Method for Pull-Off Adhesion Strength of Coatings on Concrete Using Portable Pull-Off Adhesion Testers

DB13/T 5082-2019 水泥混凝土拌和过程动态质量监控规范

Specification for dynamic quality monitoring of cement concrete mixing process

SY/T 6879-2019 石油天然气建设工程施工质量验收规范 滩海海堤工程

Specifications for Construction Quality Acceptance of Oil and Gas Construction Projects Beach Sea Wall Projects

JG/T 408-2019 钢筋连接用套筒灌浆料

　　现批准《钢筋连接用套筒灌浆料》为建筑工业行业产品标准，编号为JG/T408-2019，自2020年6月1日起实施。原《钢筋连接用套筒灌浆料》（JG/T408-2013）同时废止。 　　本标准在住房和城乡建设部门户网站（www.mohurd.gov.cn）公开，并由住房和城乡建设部标准定额研究所组织中国标准出版社出版发行。 　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　中华人民共和国住房和城乡建设部 　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　2019年10月28日

Sleeve grouting material for steel bar connection

ISO 20987:2019 建筑物预制混凝土构件间机械连接的简化设计

This document refers to connections in precast frame systems, either for single-storey or multi- storey buildings. The connections for all orders of joints are considered. Large wall panel and three- dimensional cell systems are not considered. According to the position in the overall construction and of the consequent different structural functions, the seven following orders of joints are considered: a) mutual joints between floor or roof elements (floor-to-floor) that, in the seismic behaviour of the structural system, concern the diaphragm action of the floor; b) joints between floor or roof elements and supporting beams (floor-to-beam) that give the peripheral constraints to the floor diaphragm in its seismic behaviour; c) joints between beam and column (beam-to-column) that ensure in any direction the required degree of restraint in the frame system; d) joints between column segments (column-to-column) used for multi-storey buildings usually for dual wall braced systems; e) joints between column and foundation (column-to-foundation), able to ensure in any plane a fixed full support of the column; f) fastenings of cladding panels to the structure (panel-to-structure) that ensure the stability of the panels under the high forces or the large drifts expected under seismic action; g) joints between adjacent cladding panels (panel-to-panel) possibly used to increase the stiffness of the peripheral wall system and provide an additional source of energy dissipation. Simple bearings working by gravity load friction are not considered. Sliding and elastic deformable supporting devices neither, being all these types of connections not suitable for the transmission of seismic actions. The document provides formulae for the strength design of a large number of joint typologies.

Simplified design for mechanical connections between precast concrete structural elements in buildings

ASTM C1138M-19 混凝土耐磨性的标准试验方法（水下法）

1.1 This test method covers a procedure for determining the relative resistance of concrete (including concrete overlays and impregnated concrete) to abrasion under water (see Note 1). This procedure simulates the abrasive action of waterborne particles (silt, sand, gravel, and other solids). NOTE 1—Other procedures are available for measuring abrasion resistance of concrete surfaces not under water. These include Test Methods C418, C779/C779M, and C944/C944M. 1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.3 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this standard. 1.4 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. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2 ) 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 Test Method for Abrasion Resistance of Concrete (Underwater Method)

ISO 13315-6:2019 混凝土和混凝土结构的环境管理第6部分:混凝土结构的使用

This document provides the principles and procedures of environmental management for maintenance/ remedial activities of concrete structures, and environmental management during the operation of concrete structures. When the environmental design of a concrete structure is to be carried out based on ISO 13315-4, this document provides detailed information on the design for its use stage.

Environmental management for concrete and concrete structures — Part 6: Use of concrete structures

ISO 18408:2019 钢筋混凝土墙体建筑简化结构设计指南

This document applies to reinforced concrete building consisting of load bearing walls of reinforced concrete buildings [such buildings are called reinforced concrete box-shaped wall buildings and (RC wall building)] or to the part of RC wall building which uses both this and other types of structure. This document applies to RC wall building as follows: — RC wall building with 5 or fewer aboveground storeys; — eaves height of 16 m or less; — storey height on each storey of 3 m or less; — on the top storey, the storey height can be 3,3 m or less; — if the roof has a slope, the sum of the storey height of the top storey and the height from the eaves to the ridge of 4 m or less. Deep foundations, such as piles and caissons, and their pile footings and caps, are beyond the scope of this document, and are not covered by it.

Simplified structural design for reinforced concrete wall buildings

EN 13791:2019 建筑物和预浇制混凝土构件的现场耐压强度评定

(1) This document: - gives methods and procedures for the estimation of the in situ compressive strength and characteristic in situ compressive strength of concrete in structures and precast concrete components using direct methods (core testing) and indirect methods, e.g. ultra-sonic pulse velocity, rebound number; NOTE To align with the design standard EN 1992-1-1, where the compressive strength is based on 2:1 cylinders, the in situ compressive strength is based in 2:1 cores of diameter ≥ 75 mm. - provides principles and guidance for establishing the relationships between test results from indirect test methods and the in situ compressive strength; - provides procedures and guidance for assessing the conformity with the compressive strength class of concrete supplied to structures under construction where standard tests indicate doubt or where the quality of execution is in doubt. (2) This document provides requirements for determining the in situ strength at test locations and the characteristic strength of test regions, but how this information is to be applied needs to be considered in the light of the specific situation and engineering judgement applied to the specific case. (3) This document does not include the assessment of the quality of concrete for properties other than compressive strength, e.g. durability-related properties. (4) This document is not for the assessment of conformity of concrete compressive strength in accordance with EN 206 or EN 13369, except as indicated in EN 206:2013+A1:2016, 5.5.1.2 or 8.4. (5) This document does not cover the procedures or criteria for the routine conformity control of precast concrete components using either direct or indirect measurements of the in situ strength. (3) This document does not include the assessment of the quality of concrete for properties other than compressive strength, e.g. durability-related properties. (4) This document is not for the assessment of conformity of concrete compressive strength in accordance with EN 206 or EN 13369, except as indicated in EN 206:2013+A1:2016, 5.5.1.2 or 8.4. (5) This document does not cover the procedures or criteria for the routine conformity control of precast concrete components using either direct or indirect measurements of the in-situ strength.

Assessment of in-situ compressive strength in structures and precast concrete components

JG/T 569-2019 建筑装饰用木质挂板通用技术条件

　　现批准《建筑装饰用木质挂板通用技术条件》为建筑工业行业产品标准，编号为JG/T569-2019，自2019年12月1日起实施。 　　本标准在住房和城乡建设部门户网站（www.mohurd.gov.cn）公开，并由住房和城乡建设部标准定额研究所组织中国标准出版社出版发行。 　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　中华人民共和国住房和城乡建设部 　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　2019年7月18日  

General technical conditions for wooden siding used in building decoration

DB34/T 3351-2019 桥梁塔柱大体积混凝土温度控制指南

本标准规定了桥梁塔柱大体积混凝土温度控制的术语和定义、温控设计、温控措施、温控监测等要求。 本标准适用于桥梁塔柱大体积混凝土温度裂缝的控制，类似混凝土结构物可参照执行。

Guidelines for Temperature Control of Mass Concrete in Bridge Pylons

DB11/T 1628-2019 钢管混凝土顶升法施工技术规程

Construction technical specification for steel pipe concrete jacking method

JG/T 561-2019 预制保温墙体用纤维增强塑料连接件

　　现批准《预制保温墙体用纤维增强塑料连接件》为建筑工业行业产品标准，编号为JG/T561-2019，自2019年9月1日起实施。 　　本标准在住房和城乡建设部门户网站（www.mohurd.gov.cn）公开，并由住房和城乡建设部标准定额研究所组织中国标准出版社出版发行。 　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　中华人民共和国住房和城乡建设部 　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　2019年3月4日    

Fiber reinforced plastic connectors for prefabricated insulated walls

JG/T 560-2019 建筑用槽式预埋组件

　　现批准《建筑用槽式预埋组件》为建筑工业行业产品标准，编号为JG/T560-2019，自2019年9月1日起实施。 　　本标准在住房和城乡建设部门户网站（www.mohurd.gov.cn）公开，并由住房和城乡建设部标准定额研究所组织中国标准出版社出版发行。 　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　中华人民共和国住房和城乡建设部 　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　2019年3月4日  

Trough type embedded components for construction