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Construction method of a reinforced concrete arch bridge

A technology of reinforced concrete and construction methods, applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc., can solve problems such as large support sinking height, damage to the main arch axis, and difficulty in bridge maintenance, and achieve small terrain damage and reduce Risk of shrinkage cracking, effect of improving volume stability

Active Publication Date: 2019-11-26
GUANGXI ROAD & BRIDGE ENG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In the construction of bridges in mountainous areas, there are the following problems: 1. Due to the limitations of local construction technical conditions, human resources, mechanical equipment and site terrain, bridges located in deep mountains and canyons cannot be erected with full support for arch ring concrete cast-in-situ construction due to terrain constraints ;2. When the arch ring is poured, it is easy to cause abnormal deformation of the support, damage the axis of the main arch, and even cause concrete cracks; 3. The inconvenient transportation in mountainous areas makes it difficult to maintain the bridge in the later stage. Therefore, the quality of the bridge is high. Strict control, especially the maintenance in the initial stage after concrete pouring is very important; 4. During the demolition process of the arch frame, if the sand cylinder is not evenly discharged, the support will suddenly sink, and it is easy to cause the support to sink too high in mountainous areas with difficult terrain. lead to major safety hazards

Method used

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  • Construction method of a reinforced concrete arch bridge
  • Construction method of a reinforced concrete arch bridge
  • Construction method of a reinforced concrete arch bridge

Examples

Experimental program
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Embodiment 1

[0040] The construction method that present embodiment provides a kind of reinforced concrete arch bridge comprises the following steps:

[0041] (1) Assembling of the arch frame: the arch axis of the arch frame used in this embodiment is a catenary line, and the basic structure of the arch frame is set to a 64-type military beam, a truss-type double-hinge tie rod arch assembled by a lower chord and a standard triangular triangle. The assembly method includes the following steps: a. Installation of the temporary support sand cylinder: Excavate the arch base foundation at the foot of the arch base 3 according to the design elevation, and pour a C25 concrete arch base beam with a width of 70 cm and a thickness of 30 cm. The pouring of the support foundation and the foundation of the abutment 3 are integrated into a whole, and then the processed sand cylinder 2 is arranged on the support foundation. The horizontal distance between the sand cylinder 2 is 63.5cm, and the distance be...

Embodiment 2

[0051] This embodiment takes the Sanjiazhai Bridge on the Bidu Expressway in Guizhou as an example. The Sanjiazhai Bridge spans a U-shaped deep valley with a height difference of 100m, with steep mountains and broken surrounding rocks. The total length of the bridge is 106.52m, the bridge width is 12.25m, and the design is a double-width separated reinforced concrete box arch bridge with a left width of 1-78m and a right width of 1-70m. The building on the arch adopts a 6m reinforced concrete rectangular slab. The section height of the arched box is 1.6m, and the width is 11m. It is a section of a single box with four chambers. The average thickness of the roof and bottom of the arch box is 25cm, the thickness of the ribs is 40cm, and the thickness of the top and bottom of the reinforced section of the abutment is increased to 40cm. The construction site on site is narrow, and the end of platform No. 15 is a deep trench tunnel, so there is no construction site, and it is diff...

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Abstract

The invention provides a construction method of a reinforced concrete arch bridge and belongs to the technical field of bridge construction. The construction method comprises the following steps of (1) assembling of an arch frame, (2) prepressing of an arch ring and the arch frame, (3) laying of arch ring formworks, (4) binding of steel bars, (5) concrete segmented pouring construction and (6) unloading and removing of the arch frame. According to the construction method of the reinforced concrete arch bridge, aiming at the problem that as for bridges in deeply mountains, full space supports cannot be erected for arch ring concrete cast-in-situ construction due to the terrain limitation, the construction technology that the non-supporting-pier 64-type military beam assembling arch frame iscombined with sand cylinders for unloading and frame removing is adopted, and the construction method has the advantages of less investment, short construction period, high operability, high standardized degree and the like; and based on the principle that the engineering requirements can be met and the economical and applicable principles, the adopted construction method is simple and flexible,and significant economic and social benefits can be achieved.

Description

【Technical field】 [0001] The invention relates to the technical field of bridge construction, in particular to a construction method of a reinforced concrete arch bridge. 【Background technique】 [0002] Arch bridge is a common bridge structure with a long history of development. It is widely used in various bridge projects because of its beautiful line shape, good mechanical performance and excellent spanning ability. Especially under the background of the country's implementation of the western development, a large number of infrastructure such as highways and high-speed railways have been built. More and more arch bridges are favored by engineers and owners as spanning structures, and they have been successfully applied to actual projects and achieved good results. economic and social benefits. The construction of reinforced concrete arch rings is generally divided into two types: prefabricated installation and cast-in-place erection. [0003] When the reinforced concret...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00
CPCE01D21/00
Inventor 吕中玉李雪芬魏华旷凡昌王振琦李莘哲季野
Owner GUANGXI ROAD & BRIDGE ENG GRP CO LTD
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