Integral lowering and removing system of span box girders based on bridge deck support and construction method of integral lowering and removing system
A construction method and cross-box technology, applied in bridges, bridge maintenance, bridge reinforcement and other directions, can solve the problems of high cutting costs, increased hoisting weight, difficult hoisting and transportation, etc., to reduce cutting area, reduce demolition costs, and have good application prospects. Effect
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2015-05-27
Smart Images
Figure 1 Figure 2 Figure 3
Abstract
Description
technical field
[0001] The invention relates to the technical field of bridge demolition engineering, in particular to a whole-span box girder demolition system based on bridge deck support and a construction method thereof. Background technique
[0002] With the rapid development of the economy and society, some bridges have structural problems because they cannot meet the existing traffic requirements or because the technology, materials and management level of the previous construction are backward, so it is necessary to demolish them. To dismantle the box girder bridge in a safe, adaptable, fast, environmentally friendly and economical way, there are major technical problems of "decomposition, hoisting and safety control". Commonly used demolition methods include blasting demolition and non-blasting demolition. As far as the existing non-blasting methods are concerned, the better concrete decomposition method is the hydraulic cutting method. Cutting disused bridges into...
Examples
Embodiment Construction
[0032] Such as Figure 1-8 As shown, the whole-span box girder demolition system based on bridge deck support uses the pier column 1 as the bearing support, and the pier column 1 as the support point of the lowered box girder 2 to complete the demolition of the entire large-tonnage bridge. Among them, two sets of cantilever reaction force systems symmetrically arranged at both ends of the lowered box girder 2 are included. The cantilever reaction force system includes two main cantilever beams 5 and slings 6 .
[0033] Such as figure 2 As shown, the two main cantilever beams 5 are arranged horizontally, in a mutual horizontal or "eight" arrangement, and one of the similar ends is anchored on the pier column 1, and the ends of the main cantilever beams 5 are connected with steel wire ropes, which pass through the box girder and the pier The fixed structure on the column 1 is connected, and the fixed structure on the pier column 1 is connected with the pier column 1 by bolts o...