A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method for pile foundation adjacent to historical building
The invention discloses a construction method of a pile foundation adjacent to a historical building, which comprises the following steps of: arranging a deep soil deformation monitoring point, a slope crest horizontal and settlement displacement monitoring point, a structure settlement observation point and a structure inclination observation point around the historical building; and a deep soil deformation early-warning value, a slope crest horizontal and settlement displacement early-warning value, a structure settlement early-warning value and a structure inclination early-warning value are preset. In the pile foundation construction process, a deep soil deformation monitoring value, a slope crest horizontal and settlement displacement monitoring value, a structure settlement observation value and a structure inclination observation value are obtained. And the pile foundation construction scheme is adjusted by comparing the deep soil deformation monitoring values with the deep soil deformation early-warning values, comparing the slope crest horizontal and settlement displacement monitoring values with the slope crest horizontal and settlement displacement early-warning values, comparing the structure settlement observation values with the structure settlement early-warning values, and comparing the structure inclination observation values with the structure inclination early-warning values. The method can prevent the historical building from being damaged due to construction close to the pile foundation.
本申请公开了一种毗邻历史建筑的桩基施工方法，包括以下步骤：在古建筑的四周设置深层土体变形监测点、坡顶水平与沉降位移监测点、构筑物沉降观测点和构筑物倾斜观测点，并预设深层土体变形预警值、坡顶水平与沉降位移预警值、构筑物沉降预警值和构筑物倾斜预警值。桩基施工过程中，获得深层土体变形监测值、坡顶水平与沉降位移监测值、构筑物沉降观测值和构筑物倾斜观测值。通过对比各深层土体变形监测值与深层土体变形预警值、各坡顶水平与沉降位移监测值与坡顶水平与沉降位移预警值、各构筑物沉降观测值与构筑物沉降预警值和各构筑物倾斜观测值与构筑物倾斜预警值调整桩基施工方案。本申请的方法能避免历史建筑因靠近桩基施工受到破坏。
Construction method for pile foundation adjacent to historical building
The invention discloses a construction method of a pile foundation adjacent to a historical building, which comprises the following steps of: arranging a deep soil deformation monitoring point, a slope crest horizontal and settlement displacement monitoring point, a structure settlement observation point and a structure inclination observation point around the historical building; and a deep soil deformation early-warning value, a slope crest horizontal and settlement displacement early-warning value, a structure settlement early-warning value and a structure inclination early-warning value are preset. In the pile foundation construction process, a deep soil deformation monitoring value, a slope crest horizontal and settlement displacement monitoring value, a structure settlement observation value and a structure inclination observation value are obtained. And the pile foundation construction scheme is adjusted by comparing the deep soil deformation monitoring values with the deep soil deformation early-warning values, comparing the slope crest horizontal and settlement displacement monitoring values with the slope crest horizontal and settlement displacement early-warning values, comparing the structure settlement observation values with the structure settlement early-warning values, and comparing the structure inclination observation values with the structure inclination early-warning values. The method can prevent the historical building from being damaged due to construction close to the pile foundation.
本申请公开了一种毗邻历史建筑的桩基施工方法，包括以下步骤：在古建筑的四周设置深层土体变形监测点、坡顶水平与沉降位移监测点、构筑物沉降观测点和构筑物倾斜观测点，并预设深层土体变形预警值、坡顶水平与沉降位移预警值、构筑物沉降预警值和构筑物倾斜预警值。桩基施工过程中，获得深层土体变形监测值、坡顶水平与沉降位移监测值、构筑物沉降观测值和构筑物倾斜观测值。通过对比各深层土体变形监测值与深层土体变形预警值、各坡顶水平与沉降位移监测值与坡顶水平与沉降位移预警值、各构筑物沉降观测值与构筑物沉降预警值和各构筑物倾斜观测值与构筑物倾斜预警值调整桩基施工方案。本申请的方法能避免历史建筑因靠近桩基施工受到破坏。
Construction method for pile foundation adjacent to historical building
一种毗邻历史建筑的桩基施工方法
HUANG XIAOLIANG (author) / LIN JIEHUI (author) / SUN YAOYI (author) / SHI DECHAO (author) / ZUO JIAPENG (author) / QIN LIULU (author) / YU JIANGBING (author)
2022-10-25
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Construction method of large-load foundation adjacent to historical building
| European Patent Office | 2024
| European Patent Office | 2024
River-adjacent area pile foundation hole construction method
| European Patent Office | 2024