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Concrete diaphragm wall construction method
The invention relates to a concrete diaphragm wall construction method. The concrete diaphragm wall construction method comprises the following steps that S1, site leveling mechanical equipment is used for conducting site leveling operation on an area where holes are to be excavated and formed; S2, surveying and setting out are conducted, specifically, surveying and marking out are conducted on the construction ground according to a design drawing of a concrete diaphragm wall; S3, groove-shaped holes are excavated in the construction ground through large excavating mechanical equipment; S4, before concrete is poured into the groove-shaped holes, groove-forming columns are downwards put into the groove-shaped holes, the concrete is poured after the groove-forming columns are put down, and after the concrete is firmly formed, the groove-forming columns are taken out of formed concrete wall sections; S5, the step S3 and the step S4 are continuously and sequentially repeated, holes are formed beside the formed concrete wall sections, concrete is poured, and a concrete continuous wall is finally formed by each concrete wall section; S6, maintenance is conducted; and S7, quality inspection is conducted. The concrete diaphragm wall construction method has the effect of improving the connecting firmness of the two adjacent concrete wall sections.
本申请涉及混凝土防渗墙施工方法,其包括以下步骤:S1、使用场地平整机械设备对将要开挖造孔的区域进行场地平整作业;S2、测量放线:按照混凝土防渗墙的设计图纸在施工地面进行测量并划线;S3、使用大型挖掘机械设备在施工地面开挖槽形孔;S4、向槽形孔内浇筑混凝土之前,将成槽柱下放入槽形孔内,成槽柱下放完毕后浇筑混凝土,混凝土成型坚固后,将成槽柱从成型的混凝土墙段内取出;S5、不断依次重复S3、S4步骤,在紧邻已成型的混凝土墙段旁边造孔并浇筑混凝土,每一段混凝土墙段最终形成混凝土连续墙;S6、养护;S7、质量检查;本申请具有提高相邻两段混凝土墙段连接牢固度的效果。
Concrete diaphragm wall construction method
The invention relates to a concrete diaphragm wall construction method. The concrete diaphragm wall construction method comprises the following steps that S1, site leveling mechanical equipment is used for conducting site leveling operation on an area where holes are to be excavated and formed; S2, surveying and setting out are conducted, specifically, surveying and marking out are conducted on the construction ground according to a design drawing of a concrete diaphragm wall; S3, groove-shaped holes are excavated in the construction ground through large excavating mechanical equipment; S4, before concrete is poured into the groove-shaped holes, groove-forming columns are downwards put into the groove-shaped holes, the concrete is poured after the groove-forming columns are put down, and after the concrete is firmly formed, the groove-forming columns are taken out of formed concrete wall sections; S5, the step S3 and the step S4 are continuously and sequentially repeated, holes are formed beside the formed concrete wall sections, concrete is poured, and a concrete continuous wall is finally formed by each concrete wall section; S6, maintenance is conducted; and S7, quality inspection is conducted. The concrete diaphragm wall construction method has the effect of improving the connecting firmness of the two adjacent concrete wall sections.
本申请涉及混凝土防渗墙施工方法,其包括以下步骤:S1、使用场地平整机械设备对将要开挖造孔的区域进行场地平整作业;S2、测量放线:按照混凝土防渗墙的设计图纸在施工地面进行测量并划线;S3、使用大型挖掘机械设备在施工地面开挖槽形孔;S4、向槽形孔内浇筑混凝土之前,将成槽柱下放入槽形孔内,成槽柱下放完毕后浇筑混凝土,混凝土成型坚固后,将成槽柱从成型的混凝土墙段内取出;S5、不断依次重复S3、S4步骤,在紧邻已成型的混凝土墙段旁边造孔并浇筑混凝土,每一段混凝土墙段最终形成混凝土连续墙;S6、养护;S7、质量检查;本申请具有提高相邻两段混凝土墙段连接牢固度的效果。
Concrete diaphragm wall construction method
混凝土防渗墙施工方法
GUO GUANG (author) / ZHOU JIANPING (author) / WANG XIUYONG (author)
2021-03-26
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Concrete diaphragm wall construction device and construction method
European Patent Office | 2023
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