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（泛華建設(shè)集團(tuán)有限公司，北京 100082）

［摘要］總結(jié)了設(shè)計(jì)變厚度板柱結(jié)構(gòu)的承載力設(shè)計(jì)條件、變厚度比、內(nèi)力分析、沖切計(jì)算、構(gòu)造要求、經(jīng)濟(jì)指標(biāo)控制等。針對(duì)某包括6級(jí)人防頂板、柱網(wǎng)尺寸為10.8m×10.8m的大型商場地下室變厚度板柱結(jié)構(gòu)的設(shè)計(jì)，將柱網(wǎng)軸線上的板帶加厚，形成交叉加強(qiáng)板帶，取得了較好的技術(shù)經(jīng)濟(jì)指標(biāo)。

［關(guān)鍵詞］大柱網(wǎng)；變厚度板柱結(jié)構(gòu)；承載力設(shè)計(jì)條件；變厚度比；沖切計(jì)算；中空設(shè)計(jì)

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;