8度区大型框剪商业结构施工缝超限问题分析

Processing Analysis on the Large Box 8 Degree Shear Commercial Structure Construction

在建筑结构设计过程中,有时经常碰到高烈度区结构体型在软件计算过程中出现构件水平施工缝验算超限问题,以8度区乙类重点设防类实际框剪结构大型商业工程为例,分析pkpm结构软件在satwe计算过程中结算结果出现施工缝验算超限问题原因,并从手算复核和软件计算参数调整两个方面去解决该问题,为相关工程设计提供参考。

In the structural design process, often the one that hit the structures in high seismic intensity area size calculation of horizontal component in the process of construction joint checking gauge problem in software,this paper takes 8 degree zone B key fortification practical frame shear wall structure of large commercial project as an example,analysis of the PKPM structure in the SATWE software to calculate the settlement results appeared in the process of reason checking overrun problems of the construction joints, and from the hand count review and software to calculate the parameters adjustment of two areas to solve the problem,provide a reference for engineering.