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Foundation construction method for soft ground structure
The invention discloses a foundation construction method for a soft ground structure. The foundation construction method comprises the following steps that firstly, foundation pit excavation is conducted on a construction site in the mode that excavation is conducted while reinforcement is conducted; secondly, a foundation pile array is arranged in the foundation pit; thirdly, a floating type adjusting table is arranged in the foundation pile array; fourthly, the soil excavated in the first step is backfilled into the foundation pit, covers the floating type platform and is tamped; and fifthly, a reinforced concrete layer is poured on the backfill soil layer, and the foundation piles are fixed in the reinforced concrete layer. The floating type adjusting platform is arranged in the pile foundation array, the floating type adjusting platform acts on the pile foundations and the floating type adjusting platform of the sinking part, traction force is formed on the sinking pile foundations and the sinking floating type adjusting platform, sinking of the building foundation can be delayed, the service life of a building is prolonged, meanwhile, it is guaranteed that the building sinks evenly in the whole, and the construction quality is improved. Inclination caused by uneven sinking of the building is reduced, and the safety of the building is improved.
本发明公开了一种针对软地结构的地基施工方法,包括一下步骤:步骤一、对施工场地进行边加固边开挖的方式进行基坑挖掘;步骤二、在基坑中布设基桩阵列;步骤三、在基桩阵列中设置浮动式调整台;步骤四、将步骤一中挖出的土回填至基坑中,覆盖在浮动式平台并夯实;步骤五、在回填土层上浇筑钢筋混凝土层,钢筋混凝土层将基桩固定其中。在桩基阵列中布设浮动式调整台,浮动式调整台作用于桩基和下沉部分的浮动式调整平台,对下沉桩基和下沉浮动式调整平台形成牵引力,能够延缓建筑物地基下沉,延长建筑的使用寿命,同时,保证建筑下沉时是整体均匀下沉,降低建筑因不均匀下沉导致的倾斜,提高建筑的安全性。
Foundation construction method for soft ground structure
The invention discloses a foundation construction method for a soft ground structure. The foundation construction method comprises the following steps that firstly, foundation pit excavation is conducted on a construction site in the mode that excavation is conducted while reinforcement is conducted; secondly, a foundation pile array is arranged in the foundation pit; thirdly, a floating type adjusting table is arranged in the foundation pile array; fourthly, the soil excavated in the first step is backfilled into the foundation pit, covers the floating type platform and is tamped; and fifthly, a reinforced concrete layer is poured on the backfill soil layer, and the foundation piles are fixed in the reinforced concrete layer. The floating type adjusting platform is arranged in the pile foundation array, the floating type adjusting platform acts on the pile foundations and the floating type adjusting platform of the sinking part, traction force is formed on the sinking pile foundations and the sinking floating type adjusting platform, sinking of the building foundation can be delayed, the service life of a building is prolonged, meanwhile, it is guaranteed that the building sinks evenly in the whole, and the construction quality is improved. Inclination caused by uneven sinking of the building is reduced, and the safety of the building is improved.
本发明公开了一种针对软地结构的地基施工方法,包括一下步骤:步骤一、对施工场地进行边加固边开挖的方式进行基坑挖掘;步骤二、在基坑中布设基桩阵列;步骤三、在基桩阵列中设置浮动式调整台;步骤四、将步骤一中挖出的土回填至基坑中,覆盖在浮动式平台并夯实;步骤五、在回填土层上浇筑钢筋混凝土层,钢筋混凝土层将基桩固定其中。在桩基阵列中布设浮动式调整台,浮动式调整台作用于桩基和下沉部分的浮动式调整平台,对下沉桩基和下沉浮动式调整平台形成牵引力,能够延缓建筑物地基下沉,延长建筑的使用寿命,同时,保证建筑下沉时是整体均匀下沉,降低建筑因不均匀下沉导致的倾斜,提高建筑的安全性。
Foundation construction method for soft ground structure
一种针对软地结构的地基施工方法
LI YAODONG (Autor:in)
31.05.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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