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Shallow foundation protection building integral underpinning structure and construction method
The invention discloses a shallow foundation protection building integral underpinning structure and a construction method. Comprising an underpinning platform which is arranged in a soil body below a shallow foundation protection building and is formed by combining jacking pipes through steel strand bundles; the jacking pipes comprise two side jacking pipes and a plurality of middle jacking pipes; the two sides, corresponding to the two openings of all the jacking pipes, of the underpinning platform are each provided with a jacking pipe jacking working well, and underpinning beams are arranged below the two sides. A plurality of jacks are arranged between the underpinning beams and the corresponding edges; the portions, above the two side jacking pipes, of the soil body are hollowed out to form a separation groove communicating the two jacking pipes with the jacking working well. And soil bodies of the jacking pipe jacking working well and the separation groove are arranged on the periphery of the shallow foundation protection building and are reinforced to form a soil body reinforcing area. During construction, a plurality of jacking pipes are firstly jacked to pass through an underpinning platform formed by a plurality of steel strand bundles; and then, the separation groove is constructed, and finally jacking is completed through a plurality of jacks. According to the invention, the damage to original parts and the damage to buildings can be eliminated.
本发明公开了浅基础保护建筑物整体托换结构及施工方法;包括设置在浅基础保护建筑物下方土体内由顶管通过钢绞线束合成的托换平台;顶管包括两根侧边顶管和多根中间顶管;托换平台对应所有顶管两个开口处的两边均设有顶管顶进工作井,两个边的下方均设有托换梁;托换梁与相应的边之间均设有多个千斤顶;两根侧边顶管上方的土体均挖空形成连通两个顶管顶进工作井的离断槽;浅基础保护建筑物周边设置顶管顶进工作井和离断槽的土体均进行加固形成土体加固区。施工时,先顶进多根顶管通过多道钢绞线束合成的托换平台;然后施工离断槽,最后通过多个千斤顶完成顶升。本发明能够消除对原有部件造成的损坏,以及消除对建筑物的损伤。
Shallow foundation protection building integral underpinning structure and construction method
The invention discloses a shallow foundation protection building integral underpinning structure and a construction method. Comprising an underpinning platform which is arranged in a soil body below a shallow foundation protection building and is formed by combining jacking pipes through steel strand bundles; the jacking pipes comprise two side jacking pipes and a plurality of middle jacking pipes; the two sides, corresponding to the two openings of all the jacking pipes, of the underpinning platform are each provided with a jacking pipe jacking working well, and underpinning beams are arranged below the two sides. A plurality of jacks are arranged between the underpinning beams and the corresponding edges; the portions, above the two side jacking pipes, of the soil body are hollowed out to form a separation groove communicating the two jacking pipes with the jacking working well. And soil bodies of the jacking pipe jacking working well and the separation groove are arranged on the periphery of the shallow foundation protection building and are reinforced to form a soil body reinforcing area. During construction, a plurality of jacking pipes are firstly jacked to pass through an underpinning platform formed by a plurality of steel strand bundles; and then, the separation groove is constructed, and finally jacking is completed through a plurality of jacks. According to the invention, the damage to original parts and the damage to buildings can be eliminated.
本发明公开了浅基础保护建筑物整体托换结构及施工方法;包括设置在浅基础保护建筑物下方土体内由顶管通过钢绞线束合成的托换平台;顶管包括两根侧边顶管和多根中间顶管;托换平台对应所有顶管两个开口处的两边均设有顶管顶进工作井,两个边的下方均设有托换梁;托换梁与相应的边之间均设有多个千斤顶;两根侧边顶管上方的土体均挖空形成连通两个顶管顶进工作井的离断槽;浅基础保护建筑物周边设置顶管顶进工作井和离断槽的土体均进行加固形成土体加固区。施工时,先顶进多根顶管通过多道钢绞线束合成的托换平台;然后施工离断槽,最后通过多个千斤顶完成顶升。本发明能够消除对原有部件造成的损坏,以及消除对建筑物的损伤。
Shallow foundation protection building integral underpinning structure and construction method
浅基础保护建筑物整体托换结构及施工方法
ZHANG ZHONGJIE (Autor:in) / WANG HAORAN (Autor:in) / LYU PEILIN (Autor:in) / CHEN JIAHE (Autor:in) / WU HANG (Autor:in) / LIU SHU (Autor:in)
21.03.2023
Patent
Elektronische Ressource
Chinesisch
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