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Cast-in-situ bored pile reinforcing mesh fixing structure and method
The invention relates to a cast-in-situ bored pile reinforcing mesh fixing structure which comprises a foundation pit and a plurality of slope protection piles inserted into the side wall of the foundation pit, and a plurality of transverse reinforcing ribs parallel to one another and a plurality of vertical reinforcing ribs fixed to the transverse reinforcing ribs in a crossed manner are arrangedbetween every two adjacent slope protection piles. The multiple transverse reinforcing ribs and the multiple vertical reinforcing ribs jointly form a rib pressing net, a reinforcing mesh is arrangedat the side, close to the side wall of the foundation pit, of the rib pressing net, and an anchoring assembly capable of being inserted into a soil body of the side wall of the foundation pit is arranged at the joint of each transverse reinforcing rib and each vertical reinforcing rib. The fixing structure has the advantages that the stability of an inter-pile soil retaining wall can be improved,and therefore the safety and stability of foundation pit supporting are improved.
本申请涉及钻孔灌注桩钢筋网固定结构,包括基坑以及多根插设于基坑侧壁上的护坡桩,相邻所述护坡桩之间设置有多根彼此间相互平行的横加强筋以及多根分别与每一所述横加强筋呈十字交叉固定的竖加强筋,多根所述横加强筋和多根所述竖加强筋共同形成一压筋网,所述压筋网靠近基坑侧壁的一侧设置有钢筋网片,每一所述横加强筋和每一所述竖加强筋的连接处均设置有可插入基坑侧壁土体内的锚固组件。本申请具有能够提高桩间土护壁的稳定性,从而增加了基坑支护的安全性及稳定性的效果。
Cast-in-situ bored pile reinforcing mesh fixing structure and method
The invention relates to a cast-in-situ bored pile reinforcing mesh fixing structure which comprises a foundation pit and a plurality of slope protection piles inserted into the side wall of the foundation pit, and a plurality of transverse reinforcing ribs parallel to one another and a plurality of vertical reinforcing ribs fixed to the transverse reinforcing ribs in a crossed manner are arrangedbetween every two adjacent slope protection piles. The multiple transverse reinforcing ribs and the multiple vertical reinforcing ribs jointly form a rib pressing net, a reinforcing mesh is arrangedat the side, close to the side wall of the foundation pit, of the rib pressing net, and an anchoring assembly capable of being inserted into a soil body of the side wall of the foundation pit is arranged at the joint of each transverse reinforcing rib and each vertical reinforcing rib. The fixing structure has the advantages that the stability of an inter-pile soil retaining wall can be improved,and therefore the safety and stability of foundation pit supporting are improved.
本申请涉及钻孔灌注桩钢筋网固定结构,包括基坑以及多根插设于基坑侧壁上的护坡桩,相邻所述护坡桩之间设置有多根彼此间相互平行的横加强筋以及多根分别与每一所述横加强筋呈十字交叉固定的竖加强筋,多根所述横加强筋和多根所述竖加强筋共同形成一压筋网,所述压筋网靠近基坑侧壁的一侧设置有钢筋网片,每一所述横加强筋和每一所述竖加强筋的连接处均设置有可插入基坑侧壁土体内的锚固组件。本申请具有能够提高桩间土护壁的稳定性,从而增加了基坑支护的安全性及稳定性的效果。
Cast-in-situ bored pile reinforcing mesh fixing structure and method
钻孔灌注桩钢筋网固定结构及固定方法
JIN ZHIWEN (Autor:in)
03.11.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Europäisches Patentamt | 2015
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