Seam structure of prefabricated sectional type concrete bridge

A concrete, segmental technology, applied in bridges, bridge materials, bridge construction, etc., can solve the problems of prolonged construction period, weak structural stress, short length of a single segment, etc., to achieve simple construction operations and improve crack resistance. Effect

Active Publication Date: 2016-05-04
ZHENGZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The wet joints are connected by pouring concrete, and the wet joints are connected by ordinary steel bars, and the joints are well connected, but the concrete curing time is long, prolonging the construction period, and the cost is high; the dry joints are connected by applying epoxy glue and then tensioning and prestressing , the construction of dry joints is convenient, the construction speed is accelerated, the construction period is saved, the cost is reduced, and it has been widely promoted
[0004] However, when dry joints are used, since the main girder is discontinuous in the joint area, the ordinary steel bars that can transmit part of the normal stress and shear stress

Method used

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  • Seam structure of prefabricated sectional type concrete bridge
  • Seam structure of prefabricated sectional type concrete bridge
  • Seam structure of prefabricated sectional type concrete bridge

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0023] This example uses figure 1 with figure 2 The segmental seam form shown, where figure 2 is a partial schematic of the bottom of the seam. figure 1 It consists of two adjacent prefabricated segments (1). A bump (2) and a corresponding groove (3) are prefabricated at both ends of the prefabricated segment (1). The front end of the bump (2) is a The vertical surface has a vertical channel (4) on it, and the angle between the upper and lower surfaces of the projection (2) and the horizontal plane is 20 degrees. The joint structure has two rows of tunnels (4) in the longitudinal direction of the bridge, and three rows of tunnels (4) in the transverse bridge direction of the same web. The seam (6) between the vertical bump (2) and the groove (3) is bonded with a modified epoxy resin structural adhesive. After the prefabricated segment (1) is glued, the connecting steel bar (5) made of finished rolled threaded steel bar is penetrated into the tunnel (4), and the connectin...

Embodiment 2

[0025] This embodiment is an amendment to Embodiment 1, using image 3 Segmental seam forms shown. The two ends of the prefabricated segment (1) have a vertical row of four protrusions (2) and corresponding grooves (3), and the protrusions (2) have a row of vertical tunnels (4) in the longitudinal direction of the bridge. After the bonding glue in the joint (6) is cured and reaches the required strength, the connecting steel bar (5) is stretched and fixed, and the modified epoxy resin structural glue is injected into the gap of the channel (4).

Embodiment 3

[0027] This embodiment is an amendment to Embodiment 1, using Figure 4 As shown in the U-shaped connecting steel bar (8), the turning point at the bottom of the U-shaped connecting steel bar (8) is arc-shaped. The two limbs of the U-shaped connecting steel bar (8) respectively penetrate in the two longitudinal tunnels (4) from bottom to top. There is also a corresponding arc knuckle at the place where the lower pre-embedded steel plate (7) is in contact with the arc knuckle of the U-shaped connecting steel bar (8).

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PUM

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Abstract

The invention discloses a seam structure of a prefabricated sectional type concrete bridge and belongs to the field of bridge engineering. On the basis that a conventionally-used formwork is basically not changed, protruding blocks and corresponding grooves are prefabricated at the two ends of each section, and hole channels of connecting reinforcing steel bars are reserved in each protruding block. After the sections are spliced, the connecting reinforcing steel bars penetrate into the reserved hole channels and anchored. The section connecting portions are squeezed tightly, a seam between the prefabricated sections is high in shearing strength, the bending performance of a bridge body is enhanced, and cracking of the bottom of the seam is delayed. Even though a crack appears, the crack can be effectively prevented from being expanded through the connecting reinforcing steel bars, and therefore the bearing capacity of the bridge body is improved. Compared with the prior art, the structure is convenient to construct, the integrality of the bridge established through the structure is good, and the mechanical property of the seam is greatly improved.

Description

technical field [0001] The invention relates to a joint structure of a prefabricated segmental concrete bridge, which belongs to the field of bridge engineering. Background technique [0002] The prefabricated assembly construction method of the bridge is to divide the girder body into several segments, which are prefabricated in the prefabrication plant and then transported to the bridge site for assembly. This is a construction method for medium-span girder bridges. Due to the prefabrication in the factory in advance, there is little interference to the construction site, the construction speed is relatively fast, and the quality of the beam body is easy to control. It is especially suitable for bridges with a bridge length of more than 2 kilometers and urban viaducts. It has been widely used in recent years and is the future bridge construction. important direction of development. [0003] When the segmental method is used for construction, the joints between the prefabr...

Claims

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Application Information

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IPC IPC(8): E01D19/06
CPCE01D19/06E01D2101/26
Inventor 魏建东
Owner ZHENGZHOU UNIV
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