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Steel concrete composite beam structure and construction method

A technology of combining beams and steel concrete, applied in the direction of bridge construction, construction, bridges, etc., can solve the problems of difficult repair, reduced anti-rust protection of steel bars, complicated construction, etc. Overall, the effect of shortening the construction period

Pending Publication Date: 2021-12-17
CHINA STATE CONSTRUCTION ENGINEERING CORPORATION +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Concrete girders are mostly used in bridge construction at present, which is prone to disease, self-heavy, and the concrete is easy to crack and cannot continue to provide resistance after cracking. The cracked concrete provides only weight load, which will greatly protect the rust protection of steel bars. Reduced, difficult to repair later
And during the construction, the cast-in-place construction needs to set up supports, and the construction is complicated. If the prefabrication method is used, there will be a problem of heavy hoisting weight

Method used

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  • Steel concrete composite beam structure and construction method
  • Steel concrete composite beam structure and construction method
  • Steel concrete composite beam structure and construction method

Examples

Experimental program
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Effect test

Embodiment 1

[0054] Such as Figure 1-2 As shown, a simply supported steel-concrete composite beam structure includes a steel truss and a concrete layer; the steel truss includes a plurality of longitudinal sections 1, a plurality of transverse sections 2, a plurality of vertical sections 3 and a plurality of horizontal sections 4, and a plurality of intervals Distributed longitudinal profiles 1 are connected by multiple horizontal profiles 2, and multiple horizontal profiles 4 distributed at intervals are respectively connected with multiple vertical profiles 1 by multiple vertical profiles 3; the concrete layer includes concrete body 6 and profiled steel plates or templates , the profiled steel plate or formwork is fixed below the horizontal profile 4; the concrete body 6 is poured on the profiled steel plate or formwork to wrap the horizontal profile 4. The invention has simple structure, stable overall structure, and improved tensile and compressive performance.

[0055] The embodimen...

Embodiment 2

[0068] Such as Figure 3-4 As shown, a simply supported steel-concrete composite beam structure includes a steel truss and a concrete layer; the steel truss includes a plurality of longitudinal sections 1, a plurality of transverse sections 2, a plurality of vertical sections 3 and a plurality of horizontal sections 4, and a plurality of intervals Distributed longitudinal profiles 1 are connected by multiple horizontal profiles 2, and multiple horizontal profiles 4 distributed at intervals are respectively connected with multiple vertical profiles 1 by multiple vertical profiles 3; the concrete layer includes concrete body 6 and profiled steel plates or templates , the profiled steel plate or formwork is fixed below the horizontal profile 4; the concrete body 6 is poured on the profiled steel plate or formwork to wrap the horizontal profile 4. The invention has simple structure, stable overall structure, and improved tensile and compressive performance.

[0069] The embodimen...

Embodiment 3

[0084] Such as Figure 5-6 As shown, a continuous steel-concrete composite beam structure includes pier 10, steel truss, concrete floor 11 and concrete layer; the steel truss includes a plurality of longitudinal profiles 1, a plurality of transverse profiles 2, a plurality of vertical profiles 3, and a plurality of upper parts Horizontal profiles and multiple lower horizontal profiles whose length is shorter than the upper horizontal profiles, multiple vertical profiles 1 distributed at intervals are connected as a whole through multiple horizontal profiles 2 and fixed on the top of the pier 10; concrete bottom plate 11 is poured on multiple longitudinal profiles 1 Close to the position of the pier 10; a plurality of upper horizontal profiles are respectively connected to a plurality of vertical profiles 1 through a plurality of vertical profiles 3; the lower horizontal profiles are arranged in the middle between adjacent upper horizontal profiles; the concrete layer includes t...

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Abstract

The invention discloses a steel-concrete composite beam structure and a construction method. The steel-concrete composite beam structure comprises a steel truss and a concrete layer; the steel truss comprises a plurality of longitudinal sectional materials, a plurality of transverse sectional materials, a plurality of vertical sectional materials and a plurality of horizontal sectional materials, the longitudinal sectional materials distributed at intervals are connected through the transverse sectional materials, and the vertical sectional materials are connected into a whole; the concrete layer comprises a concrete body and a profiled steel sheet or a template, and the profiled steel sheet or the template is fixed below the horizontal profile; and the concrete body is poured on the profiled steel sheet or the template to wrap the horizontal section bar. And for a structure with a larger span, the span of the structure is increased by increasing the prestress on the steel truss. The structure is simple, the overall structure is stable, the tension and compression performance of different materials is fully utilized, meanwhile, the self weight of the structure can be reduced through the construction method, the formwork erecting procedure and formworks are omitted, the construction period is shortened, meanwhile, the steel consumption can be reduced, stability and integrity are improved, and later inspection, detection, maintenance and reinforcement are facilitated.

Description

technical field [0001] The invention relates to the technical field of bridge construction, in particular to a steel-concrete composite beam structure and a construction method. Background technique [0002] Concrete main girders are mostly used in bridge construction at present, which is prone to disease, self-heavy, and the concrete is easy to crack and cannot continue to provide resistance after cracking. The cracked concrete provides only weight load, which will greatly protect the rust protection of steel bars. Lower, difficult to repair later. And during construction, the cast-in-place construction needs to set up brackets, and the construction is complicated. If the prefabrication method is used, there is a problem of heavy hoisting weight. [0003] Therefore, it is an urgent problem for those skilled in the art to provide a steel-concrete composite beam structure and a construction method with simple and fast construction. Contents of the invention [0004] In vi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/00E01D19/12E01D21/00B28B13/02E01D101/28E01D101/30
CPCE01D19/00E01D19/12E01D21/00B28B13/02E01D2101/28E01D2101/30
Inventor 刘国杰黄刚乔浩玥程焘赵伟张发盛赵航
Owner CHINA STATE CONSTRUCTION ENGINEERING CORPORATION