台州学院学报
檯州學院學報
태주학원학보
JOURNAL OF TAIZHOU UNIVERSITY
2012年
3期
40-44
,共5页
现浇空心板%空心模壳%抗浮措施
現澆空心闆%空心模殼%抗浮措施
현요공심판%공심모각%항부조시
cast-in-situ hollow slab%hollow shell%the measures against floating shell
以工程实例的形式介绍现浇空心板的平面布置及结构形式。结合空心模壳的抗浮验算、内模安装及抗浮措施,详细地论述了抗偏移的现浇空心板混凝土浇筑施工方案,并对现浇空心模壳局部节点处理提出了一些可行的施工措施。
以工程實例的形式介紹現澆空心闆的平麵佈置及結構形式。結閤空心模殼的抗浮驗算、內模安裝及抗浮措施,詳細地論述瞭抗偏移的現澆空心闆混凝土澆築施工方案,併對現澆空心模殼跼部節點處理提齣瞭一些可行的施工措施。
이공정실례적형식개소현요공심판적평면포치급결구형식。결합공심모각적항부험산、내모안장급항부조시,상세지논술료항편이적현요공심판혼응토요축시공방안,병대현요공심모각국부절점처리제출료일사가행적시공조시。
Based on project examples, the paper introduces the first layout and structure of the cast-in-situ hollow slab, expounds the scheme being under anti-offset cast-in-situ hollow slab concrete construction, including checking computations of hollow shell, inside form board installation and the measures against floating shell,and puts forward some feasible measures to deal with local node of cast-in-situ hollow shell .