Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Concave hook method rubble retaining wall construction method
The invention discloses a concave hook method rubble retaining wall construction method which comprises the following steps: firstly, surveying a construction site to understand soil properties, underground water level and construction environment, then designing a retaining wall according to the surveying result, including parameters such as wall height, thickness and foundation depth, and collecting local rainfall data, designing a drainage system according to the rainfall data; a laser range finder is used for positioning and paying off on a construction site, the position and the boundary of the retaining wall are determined, after paying off is completed, measuring and rechecking are conducted through a tape, a foundation groove is excavated within the paying-off marking range, and leveling and tamping treatment is conducted on the bottom of the groove. The stability and the bearing capacity of the retaining wall body can be improved by screening the rubbles, and meanwhile, drainage efficiency can be improved and drainage capacity can be optimized by conducting drainage pipe planning according to the local rainfall.
本发明公开了一种凹勾法毛石挡土墙施工方法，该方法包括以下步骤：首先对施工现场进行勘察，了解土壤性质、地下水位以及施工环境，再根据勘察结果进行挡土墙的设计，包括墙体高度、厚度、基础深度这些参数，同时收集当地的降雨量数据，根据降雨量数据设计排水系统；使用激光测距仪在施工现场进行定位放线，确定挡土墙的位置和边界，放线完毕后通过皮尺丈量复核，在放线标记范围内挖掘基础沟槽，并对沟槽底部进行整平和夯实处理。本发明通过对毛石进行筛分，能够提高挡土墙的墙体的稳定性和承载能力，同时，根据当地的降雨量进行排水管规划能够提高排水效率，优化排水能力。
Concave hook method rubble retaining wall construction method
The invention discloses a concave hook method rubble retaining wall construction method which comprises the following steps: firstly, surveying a construction site to understand soil properties, underground water level and construction environment, then designing a retaining wall according to the surveying result, including parameters such as wall height, thickness and foundation depth, and collecting local rainfall data, designing a drainage system according to the rainfall data; a laser range finder is used for positioning and paying off on a construction site, the position and the boundary of the retaining wall are determined, after paying off is completed, measuring and rechecking are conducted through a tape, a foundation groove is excavated within the paying-off marking range, and leveling and tamping treatment is conducted on the bottom of the groove. The stability and the bearing capacity of the retaining wall body can be improved by screening the rubbles, and meanwhile, drainage efficiency can be improved and drainage capacity can be optimized by conducting drainage pipe planning according to the local rainfall.
本发明公开了一种凹勾法毛石挡土墙施工方法，该方法包括以下步骤：首先对施工现场进行勘察，了解土壤性质、地下水位以及施工环境，再根据勘察结果进行挡土墙的设计，包括墙体高度、厚度、基础深度这些参数，同时收集当地的降雨量数据，根据降雨量数据设计排水系统；使用激光测距仪在施工现场进行定位放线，确定挡土墙的位置和边界，放线完毕后通过皮尺丈量复核，在放线标记范围内挖掘基础沟槽，并对沟槽底部进行整平和夯实处理。本发明通过对毛石进行筛分，能够提高挡土墙的墙体的稳定性和承载能力，同时，根据当地的降雨量进行排水管规划能够提高排水效率，优化排水能力。
Concave hook method rubble retaining wall construction method
一种凹勾法毛石挡土墙施工方法
LIU JIANGMIN (Autor:in) / DU KE (Autor:in)
29.10.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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