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GBF竹芯式现浇空心楼盖设计
引用本文:王存辉.GBF竹芯式现浇空心楼盖设计[J].山西建筑,2009,35(16):61-62.
作者姓名:王存辉
作者单位:新疆博乐农五师全新勘测设计有限公司,新疆,博乐,833400
摘    要:结合工程实例,就GBF竹芯式空心楼盖的楼板内力计算、楼板配筋计算作了探讨,并阐述了GBF竹芯式空心板的一般构造要求,指出GBF竹芯式空心楼盖可广泛应用于各种结构体系中的现浇大跨度平板及楼(屋)盖结构设计。

关 键 词:竹芯式空心楼盖  设计  计算  构造要求

Design of bamboo core type cast-in-site hollow section shaped floor with GBF
WANG Cun-hui.Design of bamboo core type cast-in-site hollow section shaped floor with GBF[J].Shanxi Architecture,2009,35(16):61-62.
Authors:WANG Cun-hui
Affiliation:WANG Cun-hui
Abstract:Combined with engineering example,the internal force calculation and floor reinforcement calculation of bamboo core type cast-in-site hollow section shaped floor with GBF were discussed,and the common constitution requirement of bamboo core type cast-in-site hollow section shaped floor with GBF was illustrated.It pointed out that bamboo core type cast-in-site hollow section shaped floor with GBF can utilized in cast-in-site large span plate and floor framing structure design comprehensively.
Keywords:bamboo core type hollow section shaped floor  design  calculation  constitution requirement  
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