Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for jacking rectification of building
The invention provides a method for jacking rectification of a building. The method includes the following steps that S1, a newly added bearing platform is arranged, the newly added bearing platform reserves a pile pressing hole; S2, the newly added bearing platform is reliably connected with an original bearing platform; S3, an anchor rod static pressure pile is constructed in the pile pressing hole; S4, the newly added platform and the original bearing platform are supported by a jacking system and the anchor rod static pressure pile; S5, an original pile of the original bearing platform iscut off; S6, the newly added platform and the original bearing platform are jacked by the jacking system; S7, a gap below the newly added platform and the original bearing platform is fully filled; and S8, the pile pressing hole is sealed. According to the method for jacking rectification of the building, the damage to the building caused by jacking is reduced, damage to an original structure of the building is not required, and the safety is relatively high.
本发明提供一种建筑物顶升纠偏方法，包括步骤：S1：设置一新增承台，所述新增承台预留一压桩孔；S2：将所述新增承台与一原承台可靠连接；S3：在所述压桩孔内施工一锚杆静压桩；S4：利用一顶升系统和所述锚杆静压桩托起所述新增平台和所述原承台；S5：割断所述原承台的原桩；S6：利用所述顶升系统顶升所述新增平台和所述原承台；S7：完全填充所述新增平台和所述原承台下方的空隙；S8：对所述压桩孔封孔。本发明的一种建筑物顶升纠偏方法，减轻了顶升对建筑物造成的损坏，无需破坏建筑物原结构，安全性比较高。
Method for jacking rectification of building
The invention provides a method for jacking rectification of a building. The method includes the following steps that S1, a newly added bearing platform is arranged, the newly added bearing platform reserves a pile pressing hole; S2, the newly added bearing platform is reliably connected with an original bearing platform; S3, an anchor rod static pressure pile is constructed in the pile pressing hole; S4, the newly added platform and the original bearing platform are supported by a jacking system and the anchor rod static pressure pile; S5, an original pile of the original bearing platform iscut off; S6, the newly added platform and the original bearing platform are jacked by the jacking system; S7, a gap below the newly added platform and the original bearing platform is fully filled; and S8, the pile pressing hole is sealed. According to the method for jacking rectification of the building, the damage to the building caused by jacking is reduced, damage to an original structure of the building is not required, and the safety is relatively high.
本发明提供一种建筑物顶升纠偏方法，包括步骤：S1：设置一新增承台，所述新增承台预留一压桩孔；S2：将所述新增承台与一原承台可靠连接；S3：在所述压桩孔内施工一锚杆静压桩；S4：利用一顶升系统和所述锚杆静压桩托起所述新增平台和所述原承台；S5：割断所述原承台的原桩；S6：利用所述顶升系统顶升所述新增平台和所述原承台；S7：完全填充所述新增平台和所述原承台下方的空隙；S8：对所述压桩孔封孔。本发明的一种建筑物顶升纠偏方法，减轻了顶升对建筑物造成的损坏，无需破坏建筑物原结构，安全性比较高。
Method for jacking rectification of building
建筑物顶升纠偏方法
ZHANG QINYU (Autor:in) / GUO JUNJIE (Autor:in) / GU GUORONG (Autor:in) / YANG YANZONG (Autor:in) / SONG XIANGDONG (Autor:in) / ZHU YUEMING (Autor:in) / LIU HUATING (Autor:in) / WANG PENG (Autor:in)
14.07.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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