Stress self-balancing and deviation rectification equipment for column system in use for push constructing bridge floor structure

A jacking construction and self-balancing technology, which is applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc.

Inactive Publication Date: 2009-07-29
SHANGHAI MECHANIZED CONSTR GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to solve the problem of detecting and regulating the displacement of the top of the column due to horizontal thrust during the bridge deck structure jacking construction in the prior art, and to provide a new idea, simple device, convenient monitoring and operation, and traffic in the construction area can still be monitored. Maintained column system force self-balancing and correction device

Method used

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  • Stress self-balancing and deviation rectification equipment for column system in use for push constructing bridge floor structure

Examples

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Embodiment Construction

[0006] Assemble the bridge deck structure on the tire frame 4 on the side of the designed installation position of the bridge deck structure. All on the same straight line and loosen the anchorage of each through-type jack 5, pass the steel strand 6 through each through-type jack 5, and one end of the steel strand 6 is fixed on the end column 3 fixedly connected with the tire frame 4 At the top, after the steel strands 6 are arranged into a straight line, the other end is clamped by the anchorage of the through-hole jack 5 at the top of the head column 1, and then the cable wind rope 8 is fixedly connected to the top of the head column 1, and the cable wind rope 8 The other end is connected in series with the turnbuckle 7 and anchored to the ground; after checking and confirming that the anchorage of the through-type jack 5 on each middle column 2 is in a loose state, adjust the plunger of the through-type jack 5 on the head column 1 to extend out The length is to apply a prel...

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Abstract

The invention relates to a force-bearing self-balancing device and a deviation correction method for upright columns in the jacking construction of bridge deck structures, and is characterized in that: a through-hole jack is fixedly installed at the head end and the top of the middle upright; steel strands pass through each through-hole jack , the end of which is fixed on the top of the end column, the head end is clamped by the anchorage of the through-hole jack of the head end column, and the cable wind rope connected in series with a turnbuckle is anchored to the ground on the top of the head end column. Adjust the protruding length of the core-type jack plunger on the head column, adjust the pre-tightening force of the steel strand, adjust the turnbuckle of the cable wind rope on the head column, so that the top displacement of the head column is zero, and the middle column The core-through jack anchorage is used to anchor the pre-tightened steel strand; when pushing the bridge deck structure on the tire frame to pass the column, adjust the plunger of the core-through jack at the top of the column to expand and contract, so that the top displacement of the column is zero. The invention has the advantage of changing the condition that each column bears force independently, so that the lower structure of the bridge forms a force-bearing self-balancing system.

Description

technical field [0001] The invention relates to a force-bearing self-balancing device and a deviation-correcting method for a vertical column in the pushing construction of a bridge deck structure. Background technique [0002] At present, the jacking construction technology is often used in bridge construction, that is, the bridge deck structure is first assembled on the tire frame at the side of the bridge deck structure design installation position, and then the assembled bridge deck structure is pushed and slipped along the top of each column. Install it at the designed location. When the bridge deck structure touches the top of the column during the pushing process, a horizontal thrust will be generated on the column due to friction, resulting in displacement of the top of the column. If the horizontal thrust exceeds the design standard of the column, the column will be damaged, which will affect the safety of the bridge and construction. pose a danger. In the existin...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/06
Inventor 潘令誉吴欣之吴昊吴金山张杰
Owner SHANGHAI MECHANIZED CONSTR GRP
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