Double-tower hybrid beam cable-stayed bridge system and construction method thereof

A hybrid beam and system technology, applied in cable-stayed bridges, bridges, bridge forms, etc., can solve the problems of poor bonding effect of steel-concrete joints, complicated construction technology, and fast construction speed.

Inactive Publication Date: 2015-01-21
TONGJI UNIV
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Problems solved by technology

In actual construction, the above-mentioned composite girder cable-stayed bridge combining steel box girder and concrete girder has

Method used

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  • Double-tower hybrid beam cable-stayed bridge system and construction method thereof
  • Double-tower hybrid beam cable-stayed bridge system and construction method thereof
  • Double-tower hybrid beam cable-stayed bridge system and construction method thereof

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Embodiment Construction

[0086] Such as figure 1 A kind of double-tower composite girder cable-stayed bridge system shown includes a composite beam supported on the substructure structure and two main towers 4 arranged on the composite beam, and the two sides of the two main towers 4 are connected to the Multiple stay cables 5 are arranged between the composite beams. The composite beam is composed of two concrete beams 1 and a composite beam 2 connected between the two concrete beams 1, and the two concrete beams 1 and the composite beam 2 are connected through a joint section 3, so The composite beam 2, the two concrete beams 1 and the two joint sections 3 are arranged along the longitudinal direction of the composite beam cable-stayed bridge being constructed.

[0087] combine figure 2 , the concrete beam 1 is a bilateral rib beam, and the bilateral rib beam includes two concrete beam ribs 1-1 arranged along the longitudinal bridge direction and multiple channels connected to the two concrete be...

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Abstract

The invention discloses a double-tower hybrid beam cable-stayed bridge system. The double-tower hybrid beam cable-stayed bridge system comprises a hybrid beam composed of a concrete beam and a composite beam. The concrete beam and the composite beam are connected through a joint section. The concrete beam is a bilateral ribbed beam and comprises two concrete beam ribs. The composite beam comprises two main steel beams, and the main steel beams are each of an I shape and each comprise a main steel beam top plate, a main steel beam bottom plate and a main beam steel web. The joint section comprises a concrete beam rib-main steel beam connection structure composed of a front pressure bearing plate, a rear pressure bearing plate and a joint section steel web, and the main steel beam top plates and the main steel beam bottom plates stretch into the concrete beam ribs. The double-tower hybrid beam cable-stayed bridge system is reasonable in structural design, convenient to construct, high in construction speed, good in use effect and good in connection effect of a steel-concrete joint part. Meanwhile, the invention further discloses a construction method of the double-tower hybrid beam cable-stayed bridge system. The construction method includes the steps of lower portion supporting structure and main tower construction and hybrid beam construction. The construction method is simple, easy to implement, short in construction period and good in construction effect.

Description

technical field [0001] The invention belongs to the technical field of bridge construction, and in particular relates to a double-tower composite girder cable-stayed bridge system and a construction method thereof. Background technique [0002] The main girder materials of cable-stayed bridges generally include steel and concrete. The main girders can be divided into steel girders, concrete girders, composite girders and hybrid girders according to the different combinations of these two materials. Composite beams are composed of steel and concrete in the cross section, which is a combination of different materials in the cross section. The advantages of composite beams are that concrete slabs are used instead of orthotropic steel bridge decks, which are economical, have high rigidity, and can be disassembled into small components for easy transportation and installation. However, the disadvantage is that the bridge deck cracking problem needs to be solved. The composite gi...

Claims

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Application Information

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IPC IPC(8): E01D11/04E01D21/00
CPCE01D11/04E01D21/00
Inventor 蒲广宁肖汝诚张晓栋程进
Owner TONGJI UNIV
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