广联达软件在现浇板钢筋中区别运用的量差分析
Differential Analysis of the Differential Application of Guanglianda Software in Cast-in-place Slab Reinforcement
何钰1
作者信息
- 1. 中国科学院合肥物质科学研究院,安徽 合肥 230031;中国科学技术大学,安徽 合肥 230026
- 折叠
摘要
文中主要研究了算量软件中现浇板钢筋不同布置方式引起差异的原因,采用控制变量、对比分析的方法研究不同布筋方式运用时的钢筋量差.结果发现,单板布置,面筋在支座位置将多计算锚固;多板布置,如果板跨超过钢筋定尺长度,会多计算钢筋搭接.结果表明,在工程量审核中分析量差原因具有重要意义.
Abstract
The article mainly studies the reasons for the differences in the arrangement of steel bars in cast-in-place slabs in computational software,and uses control variables and comparative analysis methods to study the difference in steel bar quantity when different reinforcement arrangements are used.As a result,it was found that with the arrangement of single boards,the reinforcement at the support position would be anchored more accurately;Multiple plate layout,if the span of the plate exceeds the fixed length of the reinforcement,the reinforcement over-lap will be calculated more.The results indicate that analyzing the reasons for quantity differences in engineering quantity review is of great sig-nificance.
关键词
现浇板/单板布置/多板布置Key words
Cast-in-place slab/Single slab layout/Multi slab layout引用本文复制引用
出版年
2024
国家科技期刊平台
NSTL
万方数据