A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Method for replacing height-adjustable support
The invention discloses a method for replacing a height-adjustable support. The concrete construction technology of the method comprises the following steps of: mounting a temporary support at a position close to the side surface of the support, and adjusting the temporary support to be tightly attached and fixed with an upper structure and a lower structure; lowering the height of the support, and unloading the load of the support; disassembling the support to be replaced, and installing a new support; and adjusting the support to the initial position, and detaching the temporary support. A synchronous jacking technology can be replaced, rapid replacement of a single support in the operation period is achieved, a bridge does not need to be jacked, the technical difficulty is small, the danger coefficient is low, the occupied area is small, the coordination workload is small, medium-broken bridge operation is not needed, and the cost is low.
本发明公开了一种高度可调节支座的更换方法，具体施工工艺包括以下步骤：在临近支座侧面位置处安装临时支撑，调节临时支撑使其与上部结构和下部结构密贴、固定；降低支座高度，将支座卸去载荷；拆除待更换支座，并安装新支座；调节支座至初始位置，拆除临时支撑。本发明可取代同步顶升技术，实现运营期单支座的快速更换，无需顶升桥梁，技术难度小，危险系数低，占地少，协调工作量小，无需中断桥上运营，成本低。
Method for replacing height-adjustable support
The invention discloses a method for replacing a height-adjustable support. The concrete construction technology of the method comprises the following steps of: mounting a temporary support at a position close to the side surface of the support, and adjusting the temporary support to be tightly attached and fixed with an upper structure and a lower structure; lowering the height of the support, and unloading the load of the support; disassembling the support to be replaced, and installing a new support; and adjusting the support to the initial position, and detaching the temporary support. A synchronous jacking technology can be replaced, rapid replacement of a single support in the operation period is achieved, a bridge does not need to be jacked, the technical difficulty is small, the danger coefficient is low, the occupied area is small, the coordination workload is small, medium-broken bridge operation is not needed, and the cost is low.
本发明公开了一种高度可调节支座的更换方法，具体施工工艺包括以下步骤：在临近支座侧面位置处安装临时支撑，调节临时支撑使其与上部结构和下部结构密贴、固定；降低支座高度，将支座卸去载荷；拆除待更换支座，并安装新支座；调节支座至初始位置，拆除临时支撑。本发明可取代同步顶升技术，实现运营期单支座的快速更换，无需顶升桥梁，技术难度小，危险系数低，占地少，协调工作量小，无需中断桥上运营，成本低。
Method for replacing height-adjustable support
一种高度可调节支座的更换方法
WU DACHENG (author) / WANG JIANMING (author) / ZOU YIJUN (author)
2021-01-22
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken