The invention discloses an underground structure surrounding the beam step inverse construction method, which is characterized in that the peripheral inverse for stratified excavation area, and each completed peripheral inverse beam slab structure, the underground structure surrounding the inverse area from top to bottom layer by layer expansion, the formation of \basin type step\, along the regional center is open to all around; the inverse beam slab structure after completion, then open excavation earthwork construction along the central region. The invention improves the efficiency of construction excavation, it is estimated that the earth under the car speed up to the conventional pit excavated fully reverse soil top speed of more than 2 times; accelerate the construction period, reduce the deformation of the foundation pit, deformation is only 50% of similar foundation pit excavation; improve the construction conditions, the heart is open, ventilation, oxygen supply lighting is adequate, reducing reverse construction lighting, ventilation equipment investment.
【技术实现步骤摘要】
【技术保护点】
一种地下结构周边梁板踏步式逆作施工方法,其特征在于,分层开挖周边逆作区,并逐一完成周边逆作梁板结构,使地下结构周边逆作区面积自上而下逐层扩大,形成“盆式踏步型”,中心顺作区域为敞开式;待完成周边全部逆作梁板结构完成后,再敞开式开挖中心区域土方顺作施工。
【技术特征摘要】
【专利技术属性】
技术研发人员:朱毅敏,黄玉林,周臻全,彭韬,宋晓星,于成杰,
申请(专利权)人:上海市第一建筑有限公司,
类型:发明
国别省市:31[中国|上海]
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