Steel-concrete combined continuous beam bridge deck as well as manufacturing method and application thereof

A technology for concrete and bridge slabs, which is applied in bridges, bridge parts, bridge construction, etc., can solve the problems of intermittent laying of bridge slabs, heavy workload, and inconvenience in the construction process, so as to improve comprehensive economic benefits, high degree of industrialization, and save energy. The effect of material usage

Inactive Publication Date: 2016-09-07
HUNAN CITY UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Moreover, when the pre-loaded static load method is used for construction, the ballast is added to the structure, and measures must be taken to control the ballast value, and the bridge deck needs to be laid intermittently, which makes the construction process extremely inconvenient and the workload is also very large

Method used

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  • Steel-concrete combined continuous beam bridge deck as well as manufacturing method and application thereof
  • Steel-concrete combined continuous beam bridge deck as well as manufacturing method and application thereof
  • Steel-concrete combined continuous beam bridge deck as well as manufacturing method and application thereof

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0045] Depend on figure 1 , figure 2 , image 3 , Figure 4 , Figure 5 It can be seen that a steel-concrete combined continuous girder bridge deck, the bridge deck includes a concrete section plate 1 in a negative moment area, a concrete end plate 11 in a negative moment area and a concrete section plate 17 in a positive moment area;

[0046] The concrete section 1 in the negative bending moment area is arranged with longitudinal tensile steel bars 12, stirrups and bellows for installing prestressed beams 8;

[0047] The concrete end plate 11 in the negative bending moment area is provided with an anchoring end 9 at one end connected to the concrete section plate 17 in the positive bending moment area, and the concrete end plate 11 in the negative bending moment area is arranged with longitudinal tensile steel bars 12, stirrups and Install the bellows of the prestressed beam 8, and the longitudinal tensile steel bar 12 protrudes outside the concrete end plate 11 in the n...

Embodiment 2

[0080] The steel girder described in this embodiment is an I-shaped steel girder that is assembled by welding the upper flange steel plate 3 , the lower flange steel plate 5 and the web 4 , and the remainder is the same as in Embodiment 1.

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Abstract

The invention discloses an assembly type steel-concrete combined continuous beam bridge deck formed by exerting prestress to a concrete bridge deck in a hogging moment region. The deck comprises a hogging moment region concrete segmental plate, a hogging moment region concrete end plate and a sagging moment region segmental plate. The manufacturing method comprises the following steps of erecting of shuttering, pouring and curing; the deck is applied to the construction of a steel-concrete combined continuous beam bridge. Prestress is exerted to the inner part of the concrete bridge deck of the hogging moment region, but a tendon beam is not used, so that material consumption is reduced, the crack resistance and the bending resistance bearing capacity in the hogging moment region are effectively improved, and the condition that prestress beams rust is avoided; during construction of the steel-concrete combined continuous beam bridge, an assembled type prefabricated prestressed concrete deck is adopted, so that the factory degree is high, the quality of structural members is guaranteed, and the durability of a concrete bridge deck is improved. The assembly type steel-concrete combined continuous beam bridge deck disclosed by the invention is simple in method, convenient to construct, and high in quality, the construction period is greatly shortened, and the comprehensive economic benefits are improved.

Description

technical field [0001] The present invention relates to a steel-concrete composite beam, in particular to a steel-concrete composite continuous girder bridge deck and its manufacturing method and application, in particular to a method of applying prestress in the concrete bridge deck in the negative moment zone Prefabricated steel-concrete composite continuous girder bridge deck and its manufacturing method and application. Background technique [0002] Steel-concrete composite beam is a new type of structure developed on the basis of steel structure and concrete structure. It mainly resists the lifting and relative slippage at the interface between the steel beam and the concrete bridge deck by setting shear connectors (bolts, channel steel, bending bars, etc.), making it a whole and common Work. Compared with reinforced concrete beams, steel-concrete composite beams can reduce the weight of the structure, reduce the earthquake action, reduce the size of the section, incr...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/12E01D21/00
CPCE01D19/125E01D21/00
Inventor 曹国辉戴业阳亮彭细荣贺冉
Owner HUNAN CITY UNIV
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