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

CN104652298AActive Publication Date: 2015-05-27CCCC ROAD & BRIDGE SPECIAL ENG
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Publication Date
2015-05-27

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Abstract

The invention relates to the technical field of bridge removing engineering, and particularly relates to an integral lowering and removing system of span box girders based on bridge deck support and a construction method of the integral lowering and removing system. The system comprises piers which are used for lowering the two ends of a box girder, and two sets of cantilever reaction systems which are symmetrically arranged on the two ends of the lowered box girder. Each cantilever reaction system comprises two main outriggers and a hoisting cable. The ends of the two main outriggers are anchored on the corresponding pier, and the other ends are spaced by a certain distance; the hoisting cable is slidingly connected to the end parts of the main outriggers, one end of the hoisting cable is connected with a lowering power system, and the other end of the hoisting cable is connected with a hoisting device which is used for hoisting the lowered box girder. The lowering power system is installed on the main outriggers. According to the integral lowering and removing system, the box girders are lifted and lowered through continuous jacks of which hoisting capacities are large, so that the cutting area of concrete is greatly reduced, and removing cost is effectively reduced; the invention has the characteristics such as good safety, controllability, operability and application prospect, and is not only suitable for removing the straight girder bridges, but also suitable for removing the curved bridges.
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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...