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Hinge joint reinforcement bar structure for concrete hollow slab bridge

A technology of hollow slab bridges and hollow slabs, which is applied in bridges, bridge parts, bridge construction, etc., can solve problems such as insufficient anchorage length, achieve insufficient anchorage length and strength, improve service life, and improve shear and bending resistance effect of ability

Active Publication Date: 2016-06-08
NORTH CHINA UNIV OF WATER RESOURCES & ELECTRIC POWER
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The main purpose is to provide a new form of hinged steel bar for prefabricated concrete slab bridges, solve the problem of insufficient anchorage length of tensioned steel bars in the hollow slab and in the hinged joint through the new steel bar pin connection structure, and improve the hinged joint. Tensile resistance, improve the bearing capacity and service life of the hollow slab bridge structure

Method used

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  • Hinge joint reinforcement bar structure for concrete hollow slab bridge
  • Hinge joint reinforcement bar structure for concrete hollow slab bridge
  • Hinge joint reinforcement bar structure for concrete hollow slab bridge

Examples

Experimental program
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Embodiment 1

[0029] Embodiment one: if Figure 1-5 As shown, a concrete hollow slab bridge hinge joint reinforcement structure is provided, including a hollow slab body 1 and a hollow slab stirrup 2 arranged inside, and a plurality of U-shaped hinges are arranged between adjacent hollow slab bodies 1 Seam pinned steel bars 3, a plurality of closed ring-shaped hinged tensile steel bars 4 are arranged between the hinged pinned steel bars 3 and the hollow plate stirrups 2 on both sides, and the hinged joints are pinned inside the hollow plate stirrups. Hollow slab longitudinal reinforcement 5 and hinge joint longitudinal reinforcement 6 are arranged respectively between the reinforcement bars.

[0030] The hinged tensile reinforcement 4, the hinged longitudinal reinforcement 6 and the hinged pinned reinforcement 3 are all fixed by spot welding.

[0031] The hinged tensile steel bar 4 is formed by bending a threaded steel bar or a round steel bar with a diameter not less than 10mm.

[0032] ...

Embodiment 2

[0044] Embodiment 2, Hollow slab reinforcement According to the standard diagram of the first-level simply supported 20m hollow slab girder bridge of the new specification of the 2008 general set of drawings of the Ministry of Communications, after the diameter of the web stirrup and the corresponding hollow slab longitudinal reinforcement is increased, it can be It is not necessary to add hollow slab stirrups and longitudinal reinforcements, Figure 6 The web stirrups 7 and longitudinal reinforcements 3 in the hollow slab shown are designed. The diameters of the two are 10 and 12mm in the standard diagram, and here they are uniformly set to 14mm, forming Figure 7 The hinged reinforcement scheme shown.

[0045] The shear force performance of the hinge joint is effectively improved by setting the transverse hinge joint tensile reinforcement at the pin joint of the prefabricated hollow slab bridge, and the longitudinal hinge joint tensile reinforcement arranged in the height dire...

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Abstract

The invention belongs to the technical field of bridge structures, particularly relates to a hinge joint reinforcement bar structure for a concrete hollow slab bridge and mainly aims to provide a novel hinge joint reinforcement bar form of an assembled concrete slab bridge to solve the problems of insufficient anchoring length of a hinge joint tensile reinforcement bar in a hollow slab and a hinge joint by means of a novel reinforcement bar pin joint structure and to improve the tension resistance of the hinge joint. The hinge joint reinforcement bar structure for the concrete hollow slab bridge comprises hollow slab bodies and hollow slab reinforcement stirrups arranged in the hollow slab bodies, wherein a plurality of U-shaped hinge joint pin joint reinforcement bars are arranged between adjacent hollow slab bodies, a plurality of closed and annular hinge joint tensile reinforcement bars are arranged between each hinge joint pin joint reinforcement bar and each of the hollow slab reinforcement stirrups on two sides of the hinge joint pin joint reinforcement bar, and hollow slab longitudinal reinforcement bars and hinge joint longitudinal reinforcement bars are arranged between the inside of each hollow slab reinforcement stirrup and the corresponding hinge joint pin joint reinforcement bar. The construction is simple and convenient, the shear resistance and the bending resistance capability of the hinge joint connection position are effectively improved, and the service life of the bridge is prolonged.

Description

technical field [0001] The invention belongs to the technical field of bridge structures; in particular, it relates to a concrete hollow slab bridge hinge joint reinforcement structure. Background technique [0002] The prefabricated hollow slab bridge is convenient in construction, fast in construction speed, and low in cost. It is a bridge type commonly used in small and medium-span bridges in China; however, the upper structure of the hollow slab bridge is mainly composed of hollow slabs and hinge joints. It is an important component that works together as a whole; however, experiments and engineering practice have shown that the hinge joint is the first component to be damaged during the use of this type of bridge; The reinforcement has been improved many times; the mainstream form of reinforcement for the hinge joints of hollow slab bridges now is to prepare door-type steel bars at the bottom to resist the tensile force. The width of the joint is limited, and there is ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/00E01D21/00
CPCE01D19/00E01D21/00
Inventor 陈记豪朱倩钱晓军裴松伟赵顺波汪志昊李长永管俊峰曲福来张晓燕姚贤华刘云李晓克
Owner NORTH CHINA UNIV OF WATER RESOURCES & ELECTRIC POWER
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