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External wrapping steel plate connection type segmental prefabricated assembly concrete pier

A technology of outsourcing steel plates and prefabricated assembly, which is applied in the direction of bridges, bridge parts, bridge construction, etc., can solve the problems of weak shear resistance at segmental joints, weak joints of segmental piers, and large amount of on-site construction work, and achieve The effect of reducing the construction process, improving the shear performance, and improving the construction efficiency

Pending Publication Date: 2019-04-19
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Segmental prefabricated piers are still in their infancy in my country. Although they have the characteristics of high construction efficiency and good quality of prefabricated components, the joints of segmental piers are weak points, especially the shear resistance at the joints. Performance is particularly weak
[0004] At present, the forms and connection devices of most prefabricated segmental assembled piers have disadvantages such as complex construction technology and large amount of on-site construction work. Therefore, in view of the above problems, a new connection method with good shear resistance and high self-resetting ability is still needed

Method used

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  • External wrapping steel plate connection type segmental prefabricated assembly concrete pier
  • External wrapping steel plate connection type segmental prefabricated assembly concrete pier
  • External wrapping steel plate connection type segmental prefabricated assembly concrete pier

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Embodiment Construction

[0027] The implementation of the present invention will be described in detail below in conjunction with the drawings and examples.

[0028] Such as figure 1 , figure 2 and image 3 As shown, a prefabricated segmental concrete pier connected by outsourcing steel plates, including:

[0029] There are several prefabricated rectangular concrete segments 1 with a rectangular cross-section. The upper end of each segment is surrounded by an outsourcing steel plate 3 at the joint of the segments, and the unwrapped part is a concrete column 2. Partially leave a space for the lower part of the concrete column 2 of another segment to be inserted, and the adjacent segments are inserted and connected up and down; the lower half of the outer steel plate 3 at the joint of the segment is welded with a vertical perforated steel plate around the inner circumference 5. Horizontal penetrating steel bars 6 are installed between the openings of the perforated steel plates 5, and the penetratin...

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Abstract

An external wrapping steel plate connection type segmental prefabricated assembly concrete pier comprises a plurality of prefabricated rectangular concrete segments, a cast-in-situ pile cap, a pre-stressed steel strand and a high-strength bolt. A segment joint external wrapping steel plate is arranged around the upper end of each prefabricated rectangular concrete segment, and adjacent prefabricated rectangular concrete segment are in vertical inserted connection. A horizontal pre-embedded positioning steel plate is arranged in the cast-in-situ pile cap, a rectangular space is reserved in thecenter of the pre-embedded positioning steel plate, and the lower edge of each pre-embedded external wrapping steel plate is welded to the center edge of the pre-embedded positioning steel plate whilethe upper portion extends out of the cast-in-situ pile cap to form a space allowing insertion of the bottommost prefabricated rectangular concrete segment. The pre-stressed steel strand penetrates the prefabricated rectangular concrete segments and the cast-in-situ pile cap from top to bottom. The high-strength bolt is arranged at the bottom of the cast-in-situ pile cap to anchor the pre-stressedsteel strand extending out of the cast-in-situ pile cap. By prestress of the pre-stressed steel strand, the self-reset performance is improved; by the external wrapping steel plates, shear resistanceof the segmental prefabricated assembly concrete pier is improved, easiness in industrial manufacturing is achieved, onsite construction procedures are reduced, and construction efficiency is greatlyimproved.

Description

technical field [0001] The invention belongs to the technical field of bridge engineering, in particular to a prefabricated assembled segmental concrete bridge pier connected by outsourcing steel plates. Background technique [0002] With the rapid development of urban traffic, people are increasingly calling for high-quality bridge construction, short construction period, and reducing disturbance to surrounding traffic and construction noise. It is against this background that segmental prefabricated piers come into use. And born. Segmental prefabricated assembled bridge piers can be produced in a factory and constructed in a prefabricated manner, thus providing a reliable guarantee for the construction speed and construction quality of the bridge piers. [0003] Segmental prefabricated piers are still in their infancy in my country. Although they have the characteristics of high construction efficiency and good quality of prefabricated components, the joints of segmental ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/02E01F15/14
CPCE01D19/02E01F15/141Y02A30/30
Inventor 谢启芳胡方正浩文明赵旭东
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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