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Deck type arch bridge construction method based on steel arch support

A construction method and technology for steel arches, which are applied in the direction of erecting/assembling bridges, bridges, and bridge construction, etc., can solve the problems of steel trusses being difficult to support, inability to construct two arch ribs at the same time, and increasing construction difficulty.

Active Publication Date: 2019-11-12
中铁二十局集团第三工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] But nowadays, when the steel arch is moved horizontally, the construction operation is relatively random, there is no uniform and standardized horizontal installation equipment and horizontal moving method, and the steel truss is large in size and heavy, and the steel truss is difficult to move laterally , during the traversing process, there will inevitably be problems such as complex traversing process, unstable steel truss, and slow traversing speed, and the steel truss is not easy to support after the traversing is in place.
At the same time, when removing the steel arch from under the poured arch rib, since the steel truss is firmly supported on the bottom of the poured arch rib, it is very difficult to remove the steel truss from under the arch rib, and the removal process It will inevitably cause deformation of the steel truss, and even cause damage to the steel truss
For example, when constructing the Xialaoxi Bridge located in the center of Sanyoudong Scenic Area, due to the limited construction site and serious traffic congestion, the construction difficulty was further increased, and the two arch ribs could not be constructed at the same time, and the construction period could not be guaranteed

Method used

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  • Deck type arch bridge construction method based on steel arch support
  • Deck type arch bridge construction method based on steel arch support
  • Deck type arch bridge construction method based on steel arch support

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Embodiment Construction

[0184] like figure 1 Shown is a construction method for an upwardly supported arch bridge based on a steel arch frame. The constructed upwardly supported arch bridge includes two symmetrically arranged left and right arch ribs 2, and a main beam is arranged directly above each arch rib 2. See details Figure 4 The arch rib 2 described in one piece in the construction of the above-supported arch bridge is the first construction arch rib, and the other said arch rib 2 is the post-construction arch rib to be constructed after the construction of the first construction arch rib is completed; The front and rear ends of the arch rib 2 are respectively supported on a permanent support 6, the permanent support 6 is a reinforced concrete support, and the arch rib 2 is arranged along the longitudinal bridge direction and it is a reinforced concrete arch ring;

[0185] like Figure 4 As shown, the front and rear ends of each main girder are respectively supported on an abutment 8, and ...

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Abstract

The invention discloses a deck type arch bridge construction method based on a steel arch support. The constructed deck type arch bridge comprises a left arch rib and a right arch rib which are symmetrically arranged. When the constructed deck type arch bridge is constructed, the method comprises the steps of 1, constructing a bridge lower supporting structure; 2, constructing the arch ribs, wherein a steel arch support bearing is constructed, a translation sliding way and a lifting device are installed, the steel arch support is assembled, an arch supporting frame is jacked, the arch ribs areconstructed at first, the arch supporting frame is placed down, a translation drive device is installed, the arch supporting frame is moved transversely, the arch supporting frame is jacked, and post-construction arch ribs are constructed; 3, performing follow-up construction. The deck type arch bridge is reasonable in design, easy and convenient to construct and good in using effect; the steel arch support is adopted for constructing the arch ribs in success, an arch support bracket and the translation device are adopted for supporting and transversely moving the steel arch support, the construction process of the two arch ribs can be easily, conveniently and rapidly completed, the construction process is safe and reliable, and the construction efficiency of the deck type arch bridge canbe effectively improved.

Description

technical field [0001] The invention belongs to the technical field of bridge construction, and in particular relates to a construction method of an overhead arch bridge based on a steel arch frame. Background technique [0002] The overhanging arch bridge is a bridge whose deck is set on the main load-bearing structure of the bridge span (that is, the arch rib). At the junction of the bedrock, both ends of the arch ribs of the upward arch bridge are supported on the abutment, which is an important component supporting the structure on the arch. The abutment used to support the arch rib is a permanent support, which is generally a reinforced concrete structure supported on the bedrock. Among them, the arch rib is also called the main arch or the arch ring. For the construction of the box-type box arch bridge whose arch rib is reinforced concrete arch ring, the arch rib usually adopts the pre-erected steel arch frame for cast-in-place construction; After the ribs are poured...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D21/06
CPCE01D21/00E01D21/06
Inventor 吴青华任霄任高峰王锋朱朋刚张亮孙鹏张华林
Owner 中铁二十局集团第三工程有限公司
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