中国工程建设标准化协会公告

前　　言

1　总　　则

2　术语和符号

• 2.1　术　　语

• 2.2　符　　号

3　基本规定

4　材　　料

5　结构布置与分析

• 5.1　结构布置

• 5.2　结构分析

• 5.3　水平位移和舒适度

6　构件静力设计与构造

• 6.1　甲壳梁承载能力极限状态计算

• 6.2　甲壳梁裂缝宽度验算

• 6.3　甲壳梁挠度验算

• 6.4　甲壳柱承载能力极限状态计算

• 6.5　甲壳梁、优端梁、优腹梁构造

• 6.6　甲壳柱构造

7　构件和节点的抗震设计

• 7.1　构件抗震设计

• 7.2　节点抗震设计与构造

8　防火设计

9　制作、施工与质量验收

• 9.1　构件制作

• 9.2　钢甲壳安装与连接

• 9.3　混凝土施工与检测

• 9.4　质量验收

附录A　甲壳梁与甲壳柱的组成

• A.1　甲壳梁

• A.2　甲壳柱

本规程用词说明

引用标准名录

1　General provisions

2　Terms and symbols

• 2.1　Terms

• 2.2　Symbols

3　Basic requirements

4　Materials

5　Structure layout and analysis

• 5.1　Structural layout

• 5.2　Structural analysis

• 5.3　Horizontal displacement and comfort degree

6　Static design and details of members

• 6.1　Ultimate load-bearing limit states of reinforced concretebeam with U shape corrugated steel web

• 6.2　Crack width checking of reinforced concrete beam with Ushape corrugated steel web

• 6.3　Deflection checking of reinforced concrete beam with Ushape corrugated steel web

• 6.4　Ultimate load-bearing limit states of corrugated steeltubular composite column infilled with concrete

• 6.5　Details of reinforced concrete beam with U shapecorrugated steel we（bU-RCB），steel H beam with twoU-RCB ends and steel H beam with flat web at twoends and corrugated web in the middle

• 6.6　Details of corrugated steel tubular composite columninfilled with concrete

7　Seismic design of members and joints

• 7.1　Seismic design of members

• 7.2　Seismic design and details of joints

8　Fireproofing design

9　Fabrication，construction and quality acceptance

• 9.1　Members fabrication

• 9.2　Erection and connection of corrugated steel plates

• 9.3　Concrete construction and inspection

• 9.4　Quality acceptance

Appendix A　Composition of reinforced concrete beamwith U shape corrugated steel webs andcorrugated steel tubular compositecolumn infilled with concrete

Explanation of wording in this specification

List of quoted standards