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大柱网变厚度板柱结构设计
孙澄潮,赵辉,张京生
摘 要

(泛华建设集团有限公司,北京 100082

[摘要]总结了设计变厚度板柱结构的承载力设计条件、变厚度比、内力分析、冲切计算、构造要求、经济指标控制等。针对某包括6级人防顶板、柱网尺寸为10.8m×10.8m的大型商场地下室变厚度板柱结构的设计,将柱网轴线上的板带加厚,形成交叉加强板带,取得了较好的技术经济指标。

[关键词]大柱网;变厚度板柱结构;承载力设计条件;变厚度比;冲切计算;中空设计

Design of variable thickness slab-column structure with long span

Sun Chengchao, Zhao Hui, Zhang Jingsheng(Pan-China Construction Group Co., Ltd., Beijing 100082, China)

Abstract:The load capacity design condition, variable thickness ratio,  internal force analysis, punching calculation, construction requirement and economical index control etc. for variable thickness slab-column structure were summarized. Variable thickness slab-column structure in the basement of a large market with 10.8m×10.8m span was designed. The thickness of slab belt in the axis was increased to form the intersection strengthened slab belt and better technical-economical index was obtained.

Keywords:long span; variable thickness slab-column structure; load capacity design condition;  variable thickness ratio;

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