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Bridge engineering construction method

A construction method and technology of bridge engineering, applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of protracted construction period, long bridge construction period, and restriction of the total construction period, so as to ensure safe construction and improve construction efficiency Effect

Inactive Publication Date: 2021-10-22
昆山市交通航务工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, when the bridge is very high and the span is large, the disadvantages of this method are: the construction period of the bridge pier and bridge is long, there is only one working surface, and each process must be constructed in sequence, which seriously restricts the total construction period, and the error is large. Difficult to guarantee, resulting in repeated construction, further prolonging the construction period

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment

[0018] Embodiment: a kind of bridge engineering construction method, comprises the following steps:

[0019] S1: Use theodolite to measure the longitudinal and transverse centerlines of pier and abutment foundations, and excavate according to the excavation depth, soil quality and water seepage. slope;

[0020] S2: Set support frames along both sides of the road, the distance between two adjacent support frames is 5-8m, set a protective plate between the two support frames, the two sides of the protective plate are in contact with the support The frame is fixed, and the warning tape is on the outer side of the protective plate;

[0021] S3: Defensive line measurement, according to the design drawings, use theodolite to accurately locate the pile position, and use the rotary drilling rig to drill. The rotary drilling machine is 10-20cm larger than the pile diameter. During the drilling process, the drilling rig must be kept stable without displacement and subsidence. Afterwar...

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PUM

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Abstract

The invention discloses a bridge engineering construction method which comprises the following steps that S1 longitudinal and transverse center lines of a pier foundation and a platform foundation are measured by using a theodolite, and excavating is carried out according to excavation depth, soil texture and water seepage conditions; S2 supporting frames are arranged along the two sides of a road, the distance between every two adjacent supporting frames is 5 to 8 m, a protection plate is arranged between the two supporting frames, the two sides of the protection plate are fixed to the supporting frames, and a warning tape is arranged on the outer side of the protection plate; S3 according to a design drawing, the theodolite is used for accurately positioning a pile position, a rotary drilling machine is used for drilling, a pile body is driven in after drilling, a lower bearing platform and an upper bearing platform are sequentially poured on the pile body, and a pier column is poured on the upper bearing platform; and S4 hollow slabs are prepared according to needs, prestress testing is carried out, the hollow slabs are hoisted, a scaffold is built, continuous correction is carried out in the building process, a support and a beam formwork are installed, and layered pouring and continuous pouring are carried out through concrete. The construction efficiency can be improved, and safe construction can be guaranteed.

Description

technical field [0001] The invention belongs to the technical field of bridge construction, in particular to a bridge engineering construction method. Background technique [0002] At present, the construction method of the continuous beam of the existing bridge is: the construction of the continuous beam is carried out after the construction of the pier is completed. However, when the bridge is very high and the span is large, the disadvantages of this method are: the construction period of the bridge pier and bridge is long, there is only one working surface, and each process must be constructed in sequence, which seriously restricts the total construction period, and the error is large. Difficult to guarantee, resulting in repeated construction, further prolonging the construction week. Contents of the invention [0003] The technical problem mainly solved by the present invention is to provide a bridge engineering construction method, which helps to improve constructi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00
CPCE01D21/00
Inventor 于进戴燕君凌敏华
Owner 昆山市交通航务工程有限公司