Suspension type cast-in-place template curved bridge construction method

A suspended formwork technology, applied in bridges, bridge construction, erection/assembly of bridges, etc., can solve the problem that curved bridge decks cannot be constructed by hanging baskets or mobile formwork, and cannot bear the construction load of the overall cast-in-place bridge deck , Difficulty erecting the full hall support, etc., to achieve the effect of safe and reliable overall structure, easy dismantling and assembling operations, reducing construction safety risks and engineering costs

Active Publication Date: 2014-05-07
ZHEJIANG DASHUN HIGHWAY CONSTR
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For example, the traditional full hall bracket is used for cast-in-place slab girder construction, but because the slope of the bridge is steep, the bridge is high, and there is no flat construction site under the bridge, it is difficult to erect the full hall bracket, and the construction of the bracket foundation will also damage the ecological environment
This type of curved bridge deck generally cannot be constructed by means of hanging baskets or mobile formwork. The completed steel beams of the half-supported arch bridge are used as the supporting structure of the cast-in-place bridge formwork, which is only suitable for the bridge deck construction with formwork support
At the same time, the bridge deck structure of this type of intermediate-supported arch bridge is relatively thin, and the requirements for the bearing capacity of the formwork support are relatively low, which cannot bear the construction load of the overall cast-in-place bridge deck

Method used

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  • Suspension type cast-in-place template curved bridge construction method
  • Suspension type cast-in-place template curved bridge construction method
  • Suspension type cast-in-place template curved bridge construction method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0056] Embodiment 1 (three-hole curved bridge)

[0057] The operation steps of the suspended cast-in-place formwork curved bridge construction method are as follows:

[0058] ①Install Bailey Beam

[0059] a. Complete the construction of the half roadbed of the highway and the front and rear abutment caps of the other half of the bridge, and the front and rear pier caps between the front and rear abutment caps;

[0060] b. Assemble the two Bailey beams 8 on the half-width subgrade of the highway by means of a crane and manual cooperation. On the pier cover beam 3, its position is on the outside of the front abutment cap 1 and the front pier cover girder far away from the half-width subgrade of the highway. Fix the cover beam 3; then hoist the other one of the two Beile beams 8 to the front abutment platform cap 1 and the front pier cover beam 3 with a crane. The inner side of the abutment cap 1 and the front pier cover beam 3, the lower part of the Bailey beam is fixed by th...

Embodiment 2

[0084] Embodiment 2 (two hole straight bridge)

[0085] The operation steps of the suspended cast-in-place formwork curved bridge construction method are as follows:

[0086] ①Install Bailey Beam

[0087] a. Complete the construction of half of the highway subgrade and the front and rear abutment caps of the other half of the bridge, and the single pier cover beam between the front and rear abutment caps;

[0088] b. Assemble the two Bailey beams 8 on the half-width subgrade of the highway by means of a crane and manual cooperation, and first hoist one of the two Bailey beams to the front abutment cap 1 and the bridge pier with the crane in place On the cover beam, its position is on the outside of the front abutment cap 1 and the bridge pier cover beam far away from the half-width subgrade of the road. The lower part of the Bailey beam is respectively fixed with the front abutment cap 1 and the pier cover beam through fixed steel plates; The other of the two Bailey beams 8 ...

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Abstract

The invention discloses a suspension type cast-in-place template curved bridge construction method which is a construction method adopting a curved bridge faceplate cast-in-place template to be suspended on a longitudinal BeiLei beam. In the construction method, interrelated members involved comprise two BeiLei beams, cross bars, a shearing support, a cross beam, a longitudinal beam, a fixed steel plate, a suspender, a suspender bolt, an inner trapezoid block, aan outer trapezoid block, a deck form and the like, the characteristics of high bearing capability of the BeiLei beams, easiness in demounting and assembling operations, and repeated use of recycled material are mainly used, the entire structure is safe and reliable, not only can the problem of erecting a support template under a bridge be solved, but also the construction risks and engineering cost are reduced, the construction speed is increased, a better effect on an aspect of protecting ecological environment can be played, and the method is particularly suitable for cast-in-place construction of all straight, oblique, curved and slope cast-in-place deck slabs of half roadbeds and half bridges in mountainous areas or scenic areas.

Description

technical field [0001] The invention relates to the field of bridge construction, in particular to a construction method for a suspended cast-in-place formwork curved bridge deck. Background technique [0002] At present, because people are more and more aware of the importance of ecological environment protection, a new design concept of ecological highways has been proposed in mountainous or scenic highway reconstruction and expansion projects. In order to reduce the damage of roadbed construction to the ecological environment along the road, half The Fan bridge came into being, that is, half of the roadbed and half of the bridge. Due to terrain constraints, most half-valve bridges have small curve radii, many curves, and steep downhill slopes. It is difficult for prefabricated bridges to adapt to such terrain. On the contrary, cast-in-place slab girders with small spans are more suitable. For example, the traditional full house support is used for cast-in-place slab gird...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00
Inventor 周琪徐伟民卢小华何金标薛维梅项金耀周一勤
Owner ZHEJIANG DASHUN HIGHWAY CONSTR
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