Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for reinforcing groove wall of underground continuous wall with internally tangent groove wall
The invention relates to the technical field of underground continuous wall construction, in particular to a method for reinforcing the groove wall of an underground continuous wall with an internally tangent groove wall. Two rows of reinforcing bodies are constructed on the two sides of the underground continuous wall, the construction positions of the reinforcing bodies are intruded into the boundary of the underground continuous wall, so that the reinforcing bodies and the underground continuous wall are internally tangent, and the construction parameters of the reinforcing bodies are determined through a random forest algorithm; and after the reinforcing bodies are constructed for a certain time, the construction of the underground continuous wall is carried out. The method has the advantages that the groove wall of the underground continuous wall with the internally tangent groove wall is reinforced, so that the hole collapse risk in the grooving process of the underground continuous wall is reduced, and meanwhile, the chiseling task caused by over-square concrete pouring and uneven wall surface due to traditional groove wall external tangent reinforcement is avoided; the method can be combined into a BIM family, so that designers can conveniently and quickly call and calculate construction parameters in the BIM modeling process, and constructors can conveniently check construction requirements in a BIM system; and the construction method is simple, convenient, reasonable and suitable for popularization.
本发明涉及地下连续墙施工技术领域，尤其是一种槽壁内切的地下连续墙槽壁加固的方法，在地下连续墙的两侧施工两排加固体，所述加固体的施工位置侵入所述地下连续墙的边界内，以使所述加固体和所述地下连续墙构成内切，所述加固体的施工参数通过随机森林算法确定；所述加固体施工完成一定时间后，进行所述地下连续墙的施工。本发明的优点是：通过槽壁内切的地下连续墙槽壁加固，减小地下连续墙成槽过程中的塌孔风险的同时，避免传统槽壁外切加固导致的混凝土浇筑超方和墙面不平整导致的凿除任务；可合并为一个BIM族，方便设计人员在BIM建模过程中快速调用和计算施工参数，方便施工人员在BIM系统中查看施工要求；施工方法简便合理，适于推广。
Method for reinforcing groove wall of underground continuous wall with internally tangent groove wall
The invention relates to the technical field of underground continuous wall construction, in particular to a method for reinforcing the groove wall of an underground continuous wall with an internally tangent groove wall. Two rows of reinforcing bodies are constructed on the two sides of the underground continuous wall, the construction positions of the reinforcing bodies are intruded into the boundary of the underground continuous wall, so that the reinforcing bodies and the underground continuous wall are internally tangent, and the construction parameters of the reinforcing bodies are determined through a random forest algorithm; and after the reinforcing bodies are constructed for a certain time, the construction of the underground continuous wall is carried out. The method has the advantages that the groove wall of the underground continuous wall with the internally tangent groove wall is reinforced, so that the hole collapse risk in the grooving process of the underground continuous wall is reduced, and meanwhile, the chiseling task caused by over-square concrete pouring and uneven wall surface due to traditional groove wall external tangent reinforcement is avoided; the method can be combined into a BIM family, so that designers can conveniently and quickly call and calculate construction parameters in the BIM modeling process, and constructors can conveniently check construction requirements in a BIM system; and the construction method is simple, convenient, reasonable and suitable for popularization.
本发明涉及地下连续墙施工技术领域，尤其是一种槽壁内切的地下连续墙槽壁加固的方法，在地下连续墙的两侧施工两排加固体，所述加固体的施工位置侵入所述地下连续墙的边界内，以使所述加固体和所述地下连续墙构成内切，所述加固体的施工参数通过随机森林算法确定；所述加固体施工完成一定时间后，进行所述地下连续墙的施工。本发明的优点是：通过槽壁内切的地下连续墙槽壁加固，减小地下连续墙成槽过程中的塌孔风险的同时，避免传统槽壁外切加固导致的混凝土浇筑超方和墙面不平整导致的凿除任务；可合并为一个BIM族，方便设计人员在BIM建模过程中快速调用和计算施工参数，方便施工人员在BIM系统中查看施工要求；施工方法简便合理，适于推广。
Method for reinforcing groove wall of underground continuous wall with internally tangent groove wall
一种槽壁内切的地下连续墙槽壁加固的方法
LI ZHIYI (Autor:in) / WANG HONGXIN (Autor:in) / TU JUNFEI (Autor:in) / ZHANG LI (Autor:in) / CHEN YIHUI (Autor:in) / ZHONG HUAWEI (Autor:in) / JIANG WENBIN (Autor:in) / SHANG TAOPING (Autor:in) / ZHANG YANGYANG (Autor:in) / ZHANG QIBIN (Autor:in)
14.01.2022
Patent
Elektronische Ressource
Chinesisch
| Europäisches Patentamt | 2023
Ultra-deep foundation pit underground diaphragm wall groove wall reinforcing device and method
| Europäisches Patentamt | 2023
Groove wall gripper, method for operating groove wall gripper, and underground construction method
| Europäisches Patentamt | 2021
Groove wall brush for underground diaphragm wall construction
| Europäisches Patentamt | 2023
Soft plastic geological groove wall reinforcing method
| Europäisches Patentamt | 2021