广州建筑
廣州建築
엄주건축
GUANGZHOU ARCHTECTURE
2014年
6期
32-36
,共5页
软土地基%浅圆仓%承台拉梁%实测数据%数值分析
軟土地基%淺圓倉%承檯拉樑%實測數據%數值分析
연토지기%천원창%승태랍량%실측수거%수치분석
soft soil foundation%squat silo%cap pull beam%measured data%numerical analysis
本文通过对施工过程实测数据的分析，说明了浅圆仓在软土地基的受力分布情况，对比数值分析的计算结果，阐述了承台拉梁对提高浅圆仓基础的整体性及控制不均匀沉降的作用，研究成果可以为粮仓这类特种结构的基础布置、承台设计、施工提供指导性参考。
本文通過對施工過程實測數據的分析，說明瞭淺圓倉在軟土地基的受力分佈情況，對比數值分析的計算結果，闡述瞭承檯拉樑對提高淺圓倉基礎的整體性及控製不均勻沉降的作用，研究成果可以為糧倉這類特種結構的基礎佈置、承檯設計、施工提供指導性參攷。
본문통과대시공과정실측수거적분석，설명료천원창재연토지기적수력분포정황，대비수치분석적계산결과，천술료승태랍량대제고천원창기출적정체성급공제불균균침강적작용，연구성과가이위량창저류특충결구적기출포치、승태설계、시공제공지도성삼고。
Based on the analysis of the measured data during construction, this paper explains the force distribution squat silo in the soft soil, which is compared with the results of numerical analysis. The compare analysis elaborates that the cap pull beam can raise the integrity of squat silo and control the uneven settlement. The research results are helpful to provide guidance and reference for such special structure granary ' s foundation layout, cap design and construction.
