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High pier continuous beam side span cast-in-place section and closed section integrated construction system and construction method

A technology of closing long sections and side spans, which is applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of difficult foundation treatment for support erection, poor stability of support slenderness, and difficulty in erecting support, etc., to achieve high resolution The problem of erecting pier brackets, convenient construction, and the effect of avoiding construction of a large number of brackets

Pending Publication Date: 2019-06-28
CHONGQING CONSTR ENG MUNICIPAL TRAFFIC ENG +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the pier column is high, it is difficult to erect the support, it is difficult to hoist, and the stability of the slender support becomes poor, and more materials need to be added
At the same time, it is difficult to erect the support, and there are foundation treatment problems, increased costs and longer construction periods.

Method used

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  • High pier continuous beam side span cast-in-place section and closed section integrated construction system and construction method
  • High pier continuous beam side span cast-in-place section and closed section integrated construction system and construction method

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Embodiment Construction

[0027] In order to enable those skilled in the art to better understand, the technical solution of the present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0028] like figure 1 The integrated construction system of the side-span cast-in-situ section and closing section of the continuous beam of the high pier shown includes the side-span pier body 1, the mid-span pier body 2 closest to the side-span pier body 1, the side-span pier body 1 erected on the side-span pier body 1 The constructed beam 3 and the continuous beam 4 erected on the mid-span pier body 2 and close to the side of the constructed beam 3 are characterized in that it also includes a hanging basket 5, a bottom plate longitudinal beam 6 and a bottom plate crossbeam 7, and the hanging basket 5 The function is installed on the continuous beam 4, one end of the floor longitudinal beam 6 is erected on the side span pier body 2, and the other end is erected ...

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Abstract

The invention relates to the technical field of building construction, in particular to a high pier continuous beam side span cast-in-place section and closure section integrated construction system and construction method, the construction method comprises the following steps of: construction preparation; construction monitoring calculation analysis; cantilever construction to the closure sectionand bridge approach construction; basket forward movement and basket platform reconstruction; pre-pressing; side span cast-in-place section construction; side span cast-in-place section construction;side span closure section construction; side span closure section tensioning; and lifting platform system dismantling. Compared with a prior method, the method effectively solves the problem of highpier support erection, avoids a large number of support erection construction, adopts the stress of the hanging system of the hanging basket, has simple construction technology, reduces the use amountof materials, reduces the use of large-scale hoisting equipment, has the obvious advantages of cost saving, construction period saving, better technical economy and the like aiming at the work of possibly prior support treatment and the like, avoids the prior construction support erection, avoids the work of a large number of basic treatment and the like, and has obvious construction period saving.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a construction method for an integrated construction system of a side-span cast-in-place section and a closing section of a continuous girder of a high pier, which is suitable for the construction of the side-span cast-in-place section and the closing section without support for hanging basket cantilever construction. Background technique [0002] With the continuous and rapid advancement of my country's infrastructure construction, a large number of bridge projects have emerged, and the long-span continuous beam bridge is one of the main bridge forms at present. For this type of bridge, prefabricated beam structures are usually used in the non-main spans, and continuous beams are used in the main spans, and hanging baskets are used for cantilevered construction. Hanging basket construction is very common in the construction of continuous beam side span closing sect...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/10
Inventor 张志飞杨翔颜立谢永辉江真张庆明陶伟向起来李晓倩
Owner CHONGQING CONSTR ENG MUNICIPAL TRAFFIC ENG
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