Construction method of deepwater non-covering-layer steel trestle

A technology with no covering layer and construction method, which is applied in the direction of bridges, bridge materials, bridge construction, etc., can solve the problems of poor stability and easy overturning of steel trestle bridges without covering layers in deep water, so as to improve stability and anti-overturning performance, reduce The effect of flow resistance and stability improvement

Active Publication Date: 2018-11-06
GUANGXI ROAD & BRIDGE ENG GRP CO LTD
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Problems solved by technology

[0003] The purpose of the present invention is to provide a construction method for a deep-water uncovered steel trestle bridge in order to solve the problem that the deep-water uncovered steel trestle bridge has poor stability and is prone to overturning when encountering floods.

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  • Construction method of deepwater non-covering-layer steel trestle

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Embodiment Construction

[0051] The specific implementation of the invention will be further described below in conjunction with the accompanying drawings.

[0052] A construction method for a steel trestle bridge in deep water without covering, comprising the following steps:

[0053] (1) Steel pipe pile foundation construction: steel pipe piles 1 are installed on the riverbed 11 in the form of a single row of piles, and the pile top elevation is higher than the five-year flood level elevation. Great impact, the annual flood level data after the newly added water conservancy project should be provided by the hydrological station, comprehensively compare the construction cost and the stability factors of the steel trestle bridge; each steel pipe pile 1 is provided with a settlement observation point for monitoring. Describe the settlement situation of steel pipe pile 1; Wherein, the installation method of described steel pipe pile 1 comprises the following steps:

[0054] B1. Carry out rough position...

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Abstract

The invention discloses a construction method of a deepwater non-covering-layer steel trestle and belongs to the technical field of bridge construction. The method includes the following steps of steel pipe pile foundation construction, crossbeam construction, cross bridging construction, longitudinal beam construction, distributive beam construction, bridge floor steel plate construction, pouringof concrete piles in steel pipe piles, anti-dumping inclined strut installation, guardrail construction and load stacking. In steel pipe pile foundation construction, the steel pipe piles are installed on a riverbed in a single-row form, and each steel pipe pile is provided with a settlement observation point; in cross bridging construction, each cross bridging comprises an underwater cross bridging arranged on the corresponding steel pipe pile and located under the water surface; and in guardrail construction, multiple installation seats are arranged on the two opposite sides of the steel trestle at intervals and detachably connected with guardrails through bolts and nuts. The method solves the problems that a deepwater non-covering-layer steel trestle is poor in stability and is likelyto be overturned during a flood.

Description

technical field [0001] The invention relates to the technical field of bridge construction, in particular to a construction method of a steel trestle bridge in deep water without a covering layer. Background technique [0002] The steel trestle bridge is a relatively common construction bridge, mainly supported by steel pipe piles, bearing the load of Bailey beams or section steel, and laying steel plates for the passage of personnel and equipment. Since the steel trestle bridge can solve the problem of temporary construction passages for bridge piers in the water, it is widely used at home and abroad. At present, most of the steel trestle bridges are located on the river bed with covering layer, and the flow velocity of the water flow is relatively small; for steel trestle bridges located in deep water and geological conditions without covering layer, due to the thin covering layer at the bridge position, most of the bedrock is exposed. It is difficult for the steel pipe p...

Claims

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Application Information

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IPC IPC(8): E01D1/00E01D21/00E02D27/12E02D27/52E01D101/30
CPCE01D1/00E01D21/00E01D2101/30E02D27/12E02D27/52E02D2300/0029
Inventor 朱觉文李雪芬吕中玉魏华王振琦李莘哲季野朱槟
Owner GUANGXI ROAD & BRIDGE ENG GRP CO LTD
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