solemnity 发表于 2003-7-11 07:51:00

高层建筑混凝土结构技术规程（不全）

LBSALELBSALE[这个贴子最后由solemnity在 2003/09/22 01:08pm 第 1 次编辑]<br><br>中华人民共和国行业标准 <p> &nbsp;<p><p>Technical Specification for Concrete Structures of Tall Building <p>JGJ3-2002 <p> &nbsp;<p> &nbsp;<p>宣贯培训教材 <p> &nbsp; <p> &nbsp;<p> &nbsp;<p> &nbsp;<p> &nbsp;<p> &nbsp;<p> &nbsp;<p>中国建筑科学研究院建筑结构研究所 <p>《高层建筑混凝土结构技术规程》编制组 <p>2002年8月 &nbsp;北京<p>　<p><br>编写说明 <p> &nbsp;<p> &nbsp; &nbsp;《高层建筑混凝土结构技术规程》JGJ3-2002已由建设部建标138号文发布，自2002年9月1日施行，原《钢筋混凝土高层建筑结构设计与施工规程》JGJ3-91同时废止。为便于有关单位的工程技术人员更好地掌握和应用新规程，《高层建筑混凝土结构技术规程》管理组请规程修订组主要成员，根据规程修订中的资料和规程的条文说明编写了本宣贯培训教材。 <p>1、《高层建筑混凝土结构技术规程》JGJ3-2002主要起草人： <p>徐培福 &nbsp;黄小坤 &nbsp;容柏生 &nbsp;程懋堃 &nbsp;汪大绥 &nbsp;胡绍隆 &nbsp;傅学怡 <p>赵西安 &nbsp;方鄂华 &nbsp;郝锐坤 &nbsp;胡世德 &nbsp;李国胜 &nbsp;周建龙 &nbsp;王明贵 <p>2、本宣贯培训教材的主要执笔人： <p>“规程修订简介”徐培福、黄小坤；第1章徐培福；第2章黄小坤；第3、4章赵西安；第5章黄小坤；第6章程懋堃；第7章方鄂华；第8章容柏生；第9章胡绍隆；第10章徐培福、郝锐坤；第11章汪大绥、周建龙；第12章李国胜；第13章胡世德。傅学怡参与了第4、5章部分内容的编写。 <p>本宣贯培训教材由徐培福、黄小坤做了统一编改，赵宁同志参加了文字校对工作。 <p> &nbsp; &nbsp; &nbsp; 由于时间仓促，本教材难免有错误和不妥之处，欢迎从事高层建筑结构设计、施工和研究的专业技术人员，随时将发现的问题函告我们，以便进一步修改。<p> &nbsp;<p> &nbsp;<p> &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 《高层建筑混凝土结构技术规程》管理组 <p> &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 2002年8月于北京 <p>目 &nbsp;次 <p> &nbsp;<p>规程修订简介 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 5 <p>第1章 &nbsp;总则 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 1-1 <p>第2章 &nbsp;术语和符号 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 2-1 <p>第3章 &nbsp;荷载和地震作用 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 3-1 <p> &nbsp; &nbsp;3.1 &nbsp;竖向荷载 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;3-1 <p> &nbsp; &nbsp;3.2 &nbsp;风荷载 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;3-8 <p> &nbsp; &nbsp;3.3 &nbsp;地震作用 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 3-26 <p>第4章 &nbsp;结构设计的基本规定 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 4-1 <p> &nbsp; &nbsp;4.0 &nbsp;概述 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;4-1 <p> &nbsp; &nbsp;4.1 &nbsp;一般规定 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;4-7 <p> &nbsp; &nbsp;4.2 &nbsp;房屋适用高度和高宽比 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;4-8 <p> &nbsp; &nbsp;4.3 &nbsp;结构平面布置 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 4-10 <p> &nbsp; &nbsp;4.4 &nbsp;结构竖向布置 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 4-21 <p> &nbsp; &nbsp;4.5 &nbsp;楼盖结构 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 4-24 <p> &nbsp; &nbsp;4.6 &nbsp;水平位移限值和舒适度要求 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 4-26 <p> &nbsp; &nbsp;4.7 &nbsp;构件承载力设计表达式 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 4-37 <p> &nbsp; &nbsp;4.8 &nbsp;抗震等级 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 4-38 <p> &nbsp; &nbsp;4.9 &nbsp;构造要求 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 4-40 <p>第5章 &nbsp;结构计算分析 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 5-1 <p> &nbsp; &nbsp;5.0 &nbsp;概述 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;5-1 <p> &nbsp; &nbsp;5.1 &nbsp;一般规定 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;5-1 <p> &nbsp; &nbsp;5.2 &nbsp;计算参数 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;5-7 <p> &nbsp; &nbsp;5.3 &nbsp;计算简图处理 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;5-9 <p> &nbsp; &nbsp;5.4 &nbsp;结构整体稳定与倾覆 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 5-13 <p> &nbsp; &nbsp;5.5 &nbsp;薄弱层弹塑性变形计算 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 5-23 <p> &nbsp; &nbsp;5.6 &nbsp;荷载效应和地震作用效应的组合 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 5-28 <p>第6章 &nbsp;框架结构设计 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 6-1 <p> &nbsp; &nbsp;6.1 &nbsp;结构体系与布置 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;6-1 <p> &nbsp; &nbsp;6.2 &nbsp;截面设计 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;6-4 <p>6.3 &nbsp;框架梁构造要求 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;6-4 <p>6.4 &nbsp;框架柱构造要求 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;6-6 <p> &nbsp; &nbsp;6.5 &nbsp;钢筋的连接和锚固 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 6-10 <p>第7章 &nbsp;剪力墙结构设计 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 7-1 <p> &nbsp; &nbsp;7.1 &nbsp;剪力墙布置 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;7-1 <p> &nbsp; &nbsp;7.2 &nbsp;有关短肢剪力墙设计要求 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;7-3 <p> &nbsp; &nbsp;7.3 &nbsp;梁的布置与剪力墙的关系 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;7-5 <p> &nbsp; &nbsp;7.4 &nbsp;剪力墙截面设计 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;7-6 <p> &nbsp; &nbsp;7.5 &nbsp;剪力墙轴压比限制及边缘构件配筋要求 &nbsp; &nbsp; &nbsp; &nbsp; 7-13 <p> &nbsp; &nbsp;7.6 &nbsp;剪力墙截面构造要求 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 7-17 <p> &nbsp; &nbsp;7.7 &nbsp;连梁截面设计及配筋构造 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 7-21 <p>第8章 &nbsp;框架-剪力墙结构设计 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;8-1 <p> &nbsp; &nbsp;8.1 &nbsp;一般规定 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;8-1 <p> &nbsp; &nbsp;8.2 &nbsp;截面设计及构造 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;8-5 <p>第9章 &nbsp;筒体结构设计 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;9-1 <p> &nbsp; &nbsp;9.1 &nbsp;一般规定 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;9-1 <p> &nbsp; &nbsp;9.2 &nbsp;框架-核心筒结构 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 9-3 <p> &nbsp; &nbsp;9.3 &nbsp;筒中筒结构 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;9-5 <p>第10章 &nbsp;复杂高层建筑结构设计 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 10-1 <p> &nbsp; &nbsp;10.1 &nbsp;一般规定 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;10-1 <p> &nbsp; &nbsp;10.2 &nbsp;带转换层高层建筑结构 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;10-2 <p> &nbsp; &nbsp;10.3 &nbsp;带加强层高层建筑结构 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 10-11 <p> &nbsp; &nbsp;10.4 &nbsp;错层结构 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 10-13 <p> &nbsp; &nbsp;10.5 &nbsp;连体结构 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 10-14 <p> &nbsp; &nbsp;10.6 &nbsp;多塔楼结构 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 10-15 <p>第11章 &nbsp;混合结构设计 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 11-1 <p> &nbsp; &nbsp;11.1 &nbsp;混合结构高层建筑的发展概况 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;11-1 <p> &nbsp; &nbsp;11.2 &nbsp;混合结构体系的受力特点 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;11-2 <p> &nbsp; &nbsp;11.3 &nbsp;结构布置和结构设计 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;11-3 <p> &nbsp; &nbsp;11.4 &nbsp;混合结构的计算分析 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;11-4 <p> &nbsp; &nbsp;11.5 &nbsp;混合结构的阻尼比 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;11-5 <p> &nbsp; &nbsp;11.6 &nbsp;型钢混凝土柱的轴压比限值 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;11-5 <p> &nbsp; &nbsp;11.7 &nbsp;型钢混凝土构件的设计 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;11-6 <p>第12章 &nbsp;基础设计 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 12-1 <p> &nbsp; &nbsp;12.1 &nbsp;一般规定 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;12-1 <p> &nbsp; &nbsp;12.2 &nbsp;筏形基础 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;12-5 <p> &nbsp; &nbsp;12.3 &nbsp;箱形基础 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 12-12 <p> &nbsp; &nbsp;12.4 &nbsp;桩基础 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 12-13 <p>第13章 &nbsp;高层建筑结构施工 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; 13-1 <p> &nbsp; &nbsp;13.1 &nbsp;一般规定 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;13-1 <p> &nbsp; &nbsp;13.2 &nbsp;施工测量 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;13-2 <p> &nbsp; &nbsp;13.3 &nbsp;模板工程 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;13-4 <p> &nbsp; &nbsp;13.4 &nbsp;钢筋工程 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;13-5 <p> &nbsp; &nbsp;13.5 &nbsp;混凝土工程 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;13-6 <p> &nbsp; &nbsp;13.6 &nbsp;预制构件安装 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;13-7 <p> &nbsp; &nbsp;13.7 &nbsp;深基础施工 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;13-7 <p> &nbsp; &nbsp;13.8 &nbsp;施工安全要求 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;13-8 <br>

xiaoyanzi 发表于 2003-7-11 12:55:00

内容呢？

xiaoyanzi 发表于 2003-7-11 18:20:00

画饼充饥，望梅止渴

通天雷神 发表于 2003-7-11 20:21:00

庄严：这是标准简介吧。

solemnity 发表于 2003-7-12 16:44:00

更准确是标准目录哈哈

xs02556 发表于 2003-11-5 11:28:00

<br>目录就不买了!
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