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Riding-hung bearing structure and construction method of simply supported first and then continuous bridge

A technology of supporting structures and simply supported beams, applied in bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of high cost and high cost, reduce bridge cost, save construction period, reduce equipment purchase costs and turnover The effect of fees

Active Publication Date: 2021-06-29
SHIJIAZHUANG TIEDAO UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] The purpose of the embodiments of the present invention is to provide a saddle-mounted support structure and a construction method of simply supported first and then continuous bridges, aiming to solve the existing simple supported first and then continuous bridge construction technology, which needs to build temporary supports and requires high costs. And the horizontal and vertical offset and verticality of the structure can be adjusted by using the three-way jack, which is a technical problem with high cost

Method used

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  • Riding-hung bearing structure and construction method of simply supported first and then continuous bridge
  • Riding-hung bearing structure and construction method of simply supported first and then continuous bridge
  • Riding-hung bearing structure and construction method of simply supported first and then continuous bridge

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Embodiment Construction

[0042] In order to make the technical problems, technical solutions and beneficial effects to be solved by the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0043] Please also refer to figure 1 , figure 2 , image 3 and Figure 5, the straddling support structure provided by the embodiment of the present invention will now be described. The riding-hanging support structure includes a riding-hanging bracket 100, a first assembled beam 210 arranged on the top of the riding-hanging bracket 100, a sliding support 300, a lateral pushing device 230 arranged on the first assembled beam 210, The jig 400 located above the sliding support 300 , and the deviation correcting device 500 arranged on the first assembled beam 210...

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Abstract

The invention provides a riding-hanging support structure and a construction method for a simply-supported and then continuous bridge, belonging to the technical field of bridge construction. The ride-on support structure includes a ride-on bracket, a first assembled beam arranged on the top of the ride-on bracket, a sliding support, a lateral pushing device arranged on the first assembled beam, a clamp positioned above the slide bearing, and The deviation correcting device arranged on the first assembled beam and connected with the fixture; the riding bracket is used to be placed on the end of the cover beam; the horizontal pushing device is used to drive the sliding support to reciprocate and slide along the length direction of the first assembled beam; The clamp is used to clamp the middle and / or upper part of the simply supported beam; the deviation correction device is used to adjust and fix the perpendicularity between the simply supported beam and the cover beam. The invention also provides a construction method of a simple-supported bridge and then a continuous bridge. The riding-hanging support structure and the construction method of the simply-supported and then continuous bridge provided by the invention reduce the bridge construction cost, equipment purchase cost and turnover cost.

Description

technical field [0001] The invention belongs to the technical field of bridge construction, and more specifically relates to a riding-hanging support structure and a simply-supported and then continuous bridge construction method. Background technique [0002] Simply supported beams are simply supported first and then continuously constructed at high piers. If steel pipe columns are used for temporary support, a large number of steel pipes will be used, and the cost will be high. The distance between the pad stone and the edge of the cover beam is short, and the concrete at the end of the cover beam needs to be cast in place as a whole. The structural stability is poor, and the support space available for the beam erection equipment is limited, so the bridge frame beam cannot be used. The horizontal and vertical offset and verticality of the structure can be adjusted by using the three-way jack, but the cost is high, and the three-way jack cannot be removed before the concre...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00E01D21/06
CPCE01D21/00E01D21/06
Inventor 杨从娟刘启蛟向敏李正宫子怀邢锦松陈彦冰
Owner SHIJIAZHUANG TIEDAO UNIV
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