Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Foundation pit deformation control method
The invention belongs to the technical field of deep foundation pit construction, and discloses a foundation pit deformation control method which comprises the following steps: S100, building a guide wall at a target position; s200, a foundation pit enclosure wall is built; s300, a horizontal support is arranged between the two opposite side portions of the foundation pit enclosure wall; s400, a soil body is excavated in the surrounding range of the foundation pit enclosure wall and below the horizontal support; s500, reinforcing treatment is conducted on the root portion of the foundation pit enclosure wall; and the step S300, the step S400 and the step S500 are circularly and sequentially conducted till the foundation pit is constructed to the preset depth. Through the foundation pit deformation control method, foundation pit deformation can be effectively controlled, and the control range is effectively widened.
本发明属于深基坑施工技术领域，公开了一种基坑变形控制方法，包括步骤S100、于目标位置筑设导墙；步骤S200、筑设基坑围护墙；步骤S300、于基坑围护墙的相对两侧部之间设置水平支撑；步骤S400、于基坑围护墙围设范围内，水平支撑下方开挖土体；步骤S500、于基坑围护墙根部进行加强处理；循环依次进行步骤S300、步骤S400以及步骤S500，直至基坑施工至预设深度。通过该基坑变形控制方法，能够有效控制基坑变形，且有效提升控制范围。
Foundation pit deformation control method
The invention belongs to the technical field of deep foundation pit construction, and discloses a foundation pit deformation control method which comprises the following steps: S100, building a guide wall at a target position; s200, a foundation pit enclosure wall is built; s300, a horizontal support is arranged between the two opposite side portions of the foundation pit enclosure wall; s400, a soil body is excavated in the surrounding range of the foundation pit enclosure wall and below the horizontal support; s500, reinforcing treatment is conducted on the root portion of the foundation pit enclosure wall; and the step S300, the step S400 and the step S500 are circularly and sequentially conducted till the foundation pit is constructed to the preset depth. Through the foundation pit deformation control method, foundation pit deformation can be effectively controlled, and the control range is effectively widened.
本发明属于深基坑施工技术领域，公开了一种基坑变形控制方法，包括步骤S100、于目标位置筑设导墙；步骤S200、筑设基坑围护墙；步骤S300、于基坑围护墙的相对两侧部之间设置水平支撑；步骤S400、于基坑围护墙围设范围内，水平支撑下方开挖土体；步骤S500、于基坑围护墙根部进行加强处理；循环依次进行步骤S300、步骤S400以及步骤S500，直至基坑施工至预设深度。通过该基坑变形控制方法，能够有效控制基坑变形，且有效提升控制范围。
Foundation pit deformation control method
基坑变形控制方法
CHEN HAO (Autor:in) / YANG WENBO (Autor:in) / LI PING (Autor:in) / LIU GUIDONG (Autor:in) / CHEN ZIQI (Autor:in) / LONG YANWU (Autor:in)
03.02.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Foundation pit supporting structure and foundation pit deformation control method
| Europäisches Patentamt | 2024
Foundation pit supporting structure and foundation pit deformation control supporting method
| Europäisches Patentamt | 2024
Foundation pit deformation control structure and construction method
| Europäisches Patentamt | 2021
Foundation pit deformation control structure and construction method
| Europäisches Patentamt | 2021