Construction method of parallel operation of steel pipe arch construction, laying and erecting

A technology of parallel operation and construction method, which is applied to arch bridges, erection/assembly bridges, bridge materials, etc., to achieve the effects of saving construction period, light weight, and ensuring safety during construction

Inactive Publication Date: 2018-11-23
SINOHYDRO BUREAU 7 CO LTD
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  • Abstract
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  • Claims
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Problems solved by technology

[0003] At present, the existing domestic continuous beam-steel pipe arch composite bridge construction method is generally to construct the main girder first, then construct the steel pipe arch and pour the steel pipe arch concrete, install the boom and stretch the boom before laying the track.

Method used

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  • Construction method of parallel operation of steel pipe arch construction, laying and erecting
  • Construction method of parallel operation of steel pipe arch construction, laying and erecting
  • Construction method of parallel operation of steel pipe arch construction, laying and erecting

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Embodiment Construction

[0025] The present invention will be further described below in conjunction with the specific embodiments, which further illustrate the principles of the present invention and do not limit the present invention in any way, and the same or similar technologies as the present invention do not exceed the protection scope of the present invention.

[0026] In conjunction with the attached drawings.

[0027] The construction method of the steel pipe arch construction and the parallel operation of the laying frame includes the following methods: constructing a temporary buttress at the closing part of the main beam, and constructing an independent lattice type support on the main beam;

[0028] The construction of the temporary pier is: when the main beam 7 is constructed to the closed mid-span, the temporary pier is constructed at the closed mid-span, including: constructing the buttress pile foundation 1, after the completion of the buttress pile foundation 1, constructing the bear...

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Abstract

The invention discloses a construction method of parallel operation of steel pipe arch construction, laying and erecting. The construction method is achieved by erecting temporary piers at closure parts of girders and erecting independent lattice brackets on the girders. By additionally installing the temporary piers at the middle spans of continuous beams and reducing the clear spans of the girders and the continuous beams, the phenomenon that excessive disturbance exists at the midspan positions in laying and erecting operation when girder transporting vehicles and bridge girder erection machines pass. The steel pipe arch installation is conducted by using the independent lattice brackets, reserved space for the independent lattice brackets is large and can allow the girder transportingvehicles and bridge girder erection machines to pass in laying and erecting operation, and at the same time, the self-weight of the independent lattice brackets are relatively low and has little influence on the stability of girder bodies. The method changes the current situation of a traditional method in which steel pipe arches are firstly installed, concrete is poured into the steel pipe arches, suspenders are installed and stretched, and then laying and erecting operation can be conducted. According to the method, before a girder-arch system is formed, parallel operation of steel pipe arch installation, laying and erecting can be achieved, and the purpose of saving the construction period is achieved.

Description

technical field [0001] The invention belongs to the technical field of elevated bridge construction, in particular to the technical field of continuous beam-steel-pipe-arch composite bridge construction, and particularly relates to a construction method for parallel operation of steel-pipe arch construction and frame-laying. Background technique [0002] The acceleration of urbanization and the development of economy promote the construction of bridges in my country. With the rapid development of transportation, people have put forward higher requirements for the economy, safety and smoothness of bridges. Compared with traditional bridges, continuous beam-steel-tube arch composite bridges have lower requirements for material index and foundation, higher spanning capacity and dynamic stability, and more convenient construction with beautiful appearance. Therefore, continuous beam-steel-tube arch composite bridges have a broad application space. However, there are many techni...

Claims

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Application Information

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IPC IPC(8): E01D21/00E01D4/00E01D101/30
CPCE01D4/00E01D21/00E01D2101/30
Inventor 向建梁学成冉鹏李正全吴自力
Owner SINOHYDRO BUREAU 7 CO LTD
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