Fabricated bridge pier stud and bearing platform connecting structure and construction method thereof

A connection structure and assembly technology, applied in the direction of erecting/assembling bridges, bridges, bridge parts, etc., can solve the problems that hinder the development of the whole bridge assembly and the lengthy construction period of the bridge.

Pending Publication Date: 2020-07-07
THE SECOND CONSTR OF CTCE GROUP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The current reinforced concrete bridge construction method mainly adopts cast-in-place, and the pier column, which is an important part of the bridge, is constructed in a cast-in-place manner, which leads to a long construction period of the entire bridge, which is one of the important reasons hindering the development of the whole bridge assembly.

Method used

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  • Fabricated bridge pier stud and bearing platform connecting structure and construction method thereof
  • Fabricated bridge pier stud and bearing platform connecting structure and construction method thereof
  • Fabricated bridge pier stud and bearing platform connecting structure and construction method thereof

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Experimental program
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Embodiment Construction

[0024] The present invention will be further described below in conjunction with accompanying drawing:

[0025] Such as Figure 1-4 As shown, the assembled bridge pier column and cap platform connection structure of this embodiment includes the cap platform 4 and the pier column 2, the cap platform 4 and the pier column 2 are embedded with steel bars 21 and 41, the cap platform 4 and the pier column The steel bars 21 in the pier 2 are distributed vertically and correspondingly. The lower end of the steel bars 21 in the pier column 2 is provided with a steel sleeve 22. The steel sleeve 22 is also embedded in the pier column 2. The positioning and connection of the column 2 is fixed. In this embodiment, the upper connecting steel plate 1 and the lower connecting steel plate 3 for connecting the cap 4 and the pier column 2 are added. Matching sleeve positioning hole 11, the lower connecting steel plate 3 is provided with a steel bar positioning hole 31 matching the exposed steel...

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Abstract

The invention relates to a fabricated bridge pier stud and bearing platform connecting structure and a construction method thereof. The connecting structure comprises a bearing platform, a pier stud,an upper connecting steel plate and a lower connecting steel plate, wherein the upper connecting steel plate and the lower connecting steel plate steel are used for connecting the bearing platform andthe pier stud; reinforcing steel bars are embedded in the bearing platform and the pier stud; the bearing platform and the steel bars in the pier stud are vertically and correspondingly distributed;steel sleeves are arranged at the lower ends of the reinforcing steel bars in the pier stud; sleeve positioning holes matched with the steel sleeves are formed in the upper connecting steel plate; reinforcing steel bar positioning holes matched with exposed reinforcing steel bars on the bearing platform are formed in the lower connecting steel plate; and grouting grooves and exhaust holes are formed in the lower connecting steel plate. With the fabricated bridge pier stud and bearing platform connecting structure and the construction method thereof adopted, the steel sleeves in the pier stud and the vertical reinforcing steel bars emerging from the bearing platform can be accurately positioned, and the lateral force resistance and anti-seismic property of the pier stud are enhanced.

Description

technical field [0001] The invention belongs to the technical field of assembled concrete structures, and in particular relates to an assembled bridge pier column and a construction method thereof. Background technique [0002] The prefabricated construction method of the bridge can greatly shorten the construction period and reduce on-site construction, which is in line with the direction of industrialization development. The current reinforced concrete bridge construction method mainly adopts cast-in-place construction, and the pier column, which is an important part of the bridge, is constructed in a cast-in-place manner, which leads to a long construction period of the entire bridge, which is one of the important reasons hindering the development of the whole bridge assembly. The pier column of a bridge is an important component for transmitting vertical loads and resisting horizontal loads, and its construction quality directly affects the overall structural performance...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/02E01D21/00
CPCE01D19/02E01D21/00
Inventor 石剑史彪之王杰岑峰支正东石飞停朱利荣王召召
Owner THE SECOND CONSTR OF CTCE GROUP
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