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Broken pile connecting structure and connecting method of precast pile and bearing platform
The invention relates to a broken pile connecting structure and a connecting method of a precast pile and a bearing platform. The broken pile connecting structure comprises a small sleeve and a large sleeve, wherein the small sleeve is connected to a reinforcing steel bar in the precast pile, one end of the large sleeve is connected to an external reinforcing steel bar, and the other end of the large sleeve is sleeved and connected to the small sleeve. According to the broken pile connecting structure, in the construction process, the construction position of the precast pile can not be limited by the original size of the precast pile, a constructor can conduct pile breaking treatment on the precast pile according to site requirements, and then the small sleeve and the large sleeve are matched to achieve rapid and stable connection between the reinforcing steel bar in the precast pile and the external reinforcing steel bar, so that various construction requirements are met, and the manufacturing and connecting processes of the small sleeve and the large sleeve are simple, so that personnel operation is facilitated.
本发明涉及一种破桩连接结构及预制桩与承台的连接方法,破桩连接结构包括小套筒及大套筒,小套筒连接于预制桩中的钢筋,大套筒的一端连接于外部钢筋,另一端套设并连接于小套筒。本发明提供一种破桩连接结构,在施工过程中,预制桩的施工位置能够不受预制桩原尺寸的限制,施工人员能够根据现场需求对预制桩进行断桩处理,然后用过小套筒与大套筒配合实现预制桩中的钢筋与外部钢筋之间迅速且稳固的连接,以此适应多种施工需求,且小套筒与大套筒工件的制作与连接过程均较为简单,便于人员操作。
Broken pile connecting structure and connecting method of precast pile and bearing platform
The invention relates to a broken pile connecting structure and a connecting method of a precast pile and a bearing platform. The broken pile connecting structure comprises a small sleeve and a large sleeve, wherein the small sleeve is connected to a reinforcing steel bar in the precast pile, one end of the large sleeve is connected to an external reinforcing steel bar, and the other end of the large sleeve is sleeved and connected to the small sleeve. According to the broken pile connecting structure, in the construction process, the construction position of the precast pile can not be limited by the original size of the precast pile, a constructor can conduct pile breaking treatment on the precast pile according to site requirements, and then the small sleeve and the large sleeve are matched to achieve rapid and stable connection between the reinforcing steel bar in the precast pile and the external reinforcing steel bar, so that various construction requirements are met, and the manufacturing and connecting processes of the small sleeve and the large sleeve are simple, so that personnel operation is facilitated.
本发明涉及一种破桩连接结构及预制桩与承台的连接方法,破桩连接结构包括小套筒及大套筒,小套筒连接于预制桩中的钢筋,大套筒的一端连接于外部钢筋,另一端套设并连接于小套筒。本发明提供一种破桩连接结构,在施工过程中,预制桩的施工位置能够不受预制桩原尺寸的限制,施工人员能够根据现场需求对预制桩进行断桩处理,然后用过小套筒与大套筒配合实现预制桩中的钢筋与外部钢筋之间迅速且稳固的连接,以此适应多种施工需求,且小套筒与大套筒工件的制作与连接过程均较为简单,便于人员操作。
Broken pile connecting structure and connecting method of precast pile and bearing platform
破桩连接结构及预制桩与承台的连接方法
FAN HUA (Autor:in) / XU SHUNLIANG (Autor:in)
24.12.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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