Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Foundation pit supporting structure and foundation pit supporting construction method
The foundation pit supporting structure comprises a side slope anchoring net frame, bearing plates are assembled at the four corners of the outer wall of the side slope anchoring net frame, through holes are formed in the side walls of the bearing plates, and anchoring protection pipes are assembled in the through holes; an anchoring extrusion rod is inserted into the anchoring protection pipe, sliding holes are evenly formed in the outer walls of the two sides of the anchoring protection pipe from top to bottom, and sliding cylinders are assembled in the sliding holes. A reinforcing pricking pin is inserted into the sliding cylinder, and an extrusion plate is assembled at the end, located in the anchoring protection pipe, of the reinforcing pricking pin; comprising the following steps of S1, foundation pit size measurement, S2, support preparation and S3, support erection. The step S1 of foundation pit size measurement comprises the following steps; s11, calculating parameters; and S12, parameter calibration. The step S2 of support preparation comprises the following steps that S21, materials are selected; s22, supporting and assembling; according to the foundation pit supporting structure and the foundation pit supporting construction method, the connecting strength of the anchoring protection pipe and the interior of the slope is improved, and the anchoring rods are prevented from falling off.
本发明公开了一种基坑支护结构和基坑支护施工方法，包括边坡锚固网框，边坡锚固网框的外壁四角处均装配有承载板，承载板的侧壁开设有通孔，且通孔内装配有锚固防护管；锚固防护管的内部插接有锚固挤压杆，锚固防护管的两侧外壁从上到下均匀开设有滑移孔，且滑移孔内装配有滑移筒；滑移筒的内插接有加固刺针，加固刺针位于锚固防护管内部的一端装配有挤压板；包括以下步骤：S1基坑尺寸测量、S2支护制备和S3支护架设；步骤S1基坑尺寸测量包括以下步骤；S11：计算参数；S12：参数校准：步骤S2支护制备包括以下步骤：S21：选取材料；S22：支护装配；该基坑支护结构和基坑支护施工方法，提高锚固防护管与边坡内的连接强度，防止锚固杆脱落。
Foundation pit supporting structure and foundation pit supporting construction method
The foundation pit supporting structure comprises a side slope anchoring net frame, bearing plates are assembled at the four corners of the outer wall of the side slope anchoring net frame, through holes are formed in the side walls of the bearing plates, and anchoring protection pipes are assembled in the through holes; an anchoring extrusion rod is inserted into the anchoring protection pipe, sliding holes are evenly formed in the outer walls of the two sides of the anchoring protection pipe from top to bottom, and sliding cylinders are assembled in the sliding holes. A reinforcing pricking pin is inserted into the sliding cylinder, and an extrusion plate is assembled at the end, located in the anchoring protection pipe, of the reinforcing pricking pin; comprising the following steps of S1, foundation pit size measurement, S2, support preparation and S3, support erection. The step S1 of foundation pit size measurement comprises the following steps; s11, calculating parameters; and S12, parameter calibration. The step S2 of support preparation comprises the following steps that S21, materials are selected; s22, supporting and assembling; according to the foundation pit supporting structure and the foundation pit supporting construction method, the connecting strength of the anchoring protection pipe and the interior of the slope is improved, and the anchoring rods are prevented from falling off.
本发明公开了一种基坑支护结构和基坑支护施工方法，包括边坡锚固网框，边坡锚固网框的外壁四角处均装配有承载板，承载板的侧壁开设有通孔，且通孔内装配有锚固防护管；锚固防护管的内部插接有锚固挤压杆，锚固防护管的两侧外壁从上到下均匀开设有滑移孔，且滑移孔内装配有滑移筒；滑移筒的内插接有加固刺针，加固刺针位于锚固防护管内部的一端装配有挤压板；包括以下步骤：S1基坑尺寸测量、S2支护制备和S3支护架设；步骤S1基坑尺寸测量包括以下步骤；S11：计算参数；S12：参数校准：步骤S2支护制备包括以下步骤：S21：选取材料；S22：支护装配；该基坑支护结构和基坑支护施工方法，提高锚固防护管与边坡内的连接强度，防止锚固杆脱落。
Foundation pit supporting structure and foundation pit supporting construction method
一种基坑支护结构和基坑支护施工方法
XIONG CHAO (Autor:in) / XU XIANFENG (Autor:in) / ZHENG HAO (Autor:in) / CHEN YUANJING (Autor:in) / WANG GUOCHENG (Autor:in) / FU XIAOWEI (Autor:in) / LIAO LIFA (Autor:in) / WANG SUIHONG (Autor:in) / QIU RUI (Autor:in)
12.04.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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