建材世界
建材世界
건재세계
THE WORLD OF BUILDING MATERIALS
2013年
6期
27-28,56
,共3页
预应力混凝土%反拱%检测%等效荷载
預應力混凝土%反拱%檢測%等效荷載
예응력혼응토%반공%검측%등효하재
prestressed concrete%camber%test%equivalent load
预应力混凝土结构设计中,当等效荷载仅抵消部分结构自重时,施工张拉反拱发生后的混凝土结构还会受到模板支撑结构的约束作用。对实际工程的两榀高支撑模板大跨预应力混凝土框架结构进行了较全面的施工张拉反拱检测,结果表明,施工期间模板支撑结构对张拉反拱效应会产生较大的影响。
預應力混凝土結構設計中,噹等效荷載僅牴消部分結構自重時,施工張拉反拱髮生後的混凝土結構還會受到模闆支撐結構的約束作用。對實際工程的兩榀高支撐模闆大跨預應力混凝土框架結構進行瞭較全麵的施工張拉反拱檢測,結果錶明,施工期間模闆支撐結構對張拉反拱效應會產生較大的影響。
예응력혼응토결구설계중,당등효하재부저소부분결구자중시,시공장랍반공발생후적혼응토결구환회수도모판지탱결구적약속작용。대실제공정적량품고지탱모판대과예응력혼응토광가결구진행료교전면적시공장랍반공검측,결과표명,시공기간모판지탱결구대장랍반공효응회산생교대적영향。
Equivalent load partially balancing with deadweight,a prestressed concrete structure would be restricted by formwork support structure during its tensile construction phase.A camber test was conducted on two prestressed concrete frames with long spans and high formwork systems shoring on site.The result shows that the pretension effect of the prestressed concrete structures is significantly affected by the restraint of the formwork.