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Deep foundation pit slope supporting anchor rod, supporting structure and construction method
The invention relates to the field of foundation pit supporting, in particular to a deep foundation pit slope supporting anchor rod, a supporting structure and a construction method.The deep foundation pit slope supporting anchor rod comprises an anchor rod body, a bag body set and a floating rod, the anchor rod body is hollow, one end of the anchor rod body is an anchor rod head, and the other end of the anchor rod body is an anchor rod tail; the capsule body group comprises a first capsule body and a second capsule body; the floating rod is located in the anchor rod body, the end, close to the anchor rod head, of the floating rod is connected with a floating disc, the end, close to the anchor rod tail, of the floating rod is connected with a plugging ball, and effective drainage of the deep foundation pit slope can be achieved under the cooperation effect of the anchor rod body, the bag body set and the floating rod. The anchor rod structure has the effect that the problem that the engineering construction progress is seriously affected by water accumulation in a foundation pit due to the fact that water flow in the foundation pit is difficult to drain due to certain defects of an anchor rod structure in the related technology is solved to a certain extent.
本申请涉及基坑支护领域,尤其是涉及一种深基坑边坡支护锚杆、支护结构及施工方法,包括锚杆本体、囊体组以及浮动杆,锚杆本体呈中空设置,锚杆本体的一端为锚杆头,锚杆本体的另一端为锚杆尾;囊体组包括第一囊体和第二囊体;浮动杆位于锚杆本体内,浮动杆靠近锚杆头的一端连接有浮动盘,浮动杆靠近锚杆尾的一端连接有封堵球,在锚杆本体、囊体组以及浮动杆的配合作用下,能够实现对深基坑边坡的有效排水。本申请具有一定程度上解决了相关技术中锚杆结构存在着一定缺陷,使得基坑内水流难以排除,导致基坑积水,进而严重影响工程施工进度的问题的效果。
Deep foundation pit slope supporting anchor rod, supporting structure and construction method
The invention relates to the field of foundation pit supporting, in particular to a deep foundation pit slope supporting anchor rod, a supporting structure and a construction method.The deep foundation pit slope supporting anchor rod comprises an anchor rod body, a bag body set and a floating rod, the anchor rod body is hollow, one end of the anchor rod body is an anchor rod head, and the other end of the anchor rod body is an anchor rod tail; the capsule body group comprises a first capsule body and a second capsule body; the floating rod is located in the anchor rod body, the end, close to the anchor rod head, of the floating rod is connected with a floating disc, the end, close to the anchor rod tail, of the floating rod is connected with a plugging ball, and effective drainage of the deep foundation pit slope can be achieved under the cooperation effect of the anchor rod body, the bag body set and the floating rod. The anchor rod structure has the effect that the problem that the engineering construction progress is seriously affected by water accumulation in a foundation pit due to the fact that water flow in the foundation pit is difficult to drain due to certain defects of an anchor rod structure in the related technology is solved to a certain extent.
本申请涉及基坑支护领域,尤其是涉及一种深基坑边坡支护锚杆、支护结构及施工方法,包括锚杆本体、囊体组以及浮动杆,锚杆本体呈中空设置,锚杆本体的一端为锚杆头,锚杆本体的另一端为锚杆尾;囊体组包括第一囊体和第二囊体;浮动杆位于锚杆本体内,浮动杆靠近锚杆头的一端连接有浮动盘,浮动杆靠近锚杆尾的一端连接有封堵球,在锚杆本体、囊体组以及浮动杆的配合作用下,能够实现对深基坑边坡的有效排水。本申请具有一定程度上解决了相关技术中锚杆结构存在着一定缺陷,使得基坑内水流难以排除,导致基坑积水,进而严重影响工程施工进度的问题的效果。
Deep foundation pit slope supporting anchor rod, supporting structure and construction method
一种深基坑边坡支护锚杆、支护结构及施工方法
ZHANG JUNFENG (author) / HUANG TING (author) / ZHOU CHEN (author) / LI WEN (author) / YANG QIANZI (author)
2023-08-04
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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