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Deep-water construction method of bridge at water pebble soil and argillaceous sandstone areas and auxiliary working platform

A kind of argillaceous sandstone, construction method technology, applied in bridges, water conservancy projects, bridge construction and other directions, can solve the problems of long construction time, difficult foundation construction of large bridges, and large investment.

Inactive Publication Date: 2016-10-26
CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The construction of large-scale bridge foundations in pebble soil and argillaceous sandstone areas is difficult, and the construction method of independent anchor piles takes a long time and requires a large investment. The foundation emergency engineering and node rush projects cannot meet the requirements of bridge foundation construction.

Method used

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  • Deep-water construction method of bridge at water pebble soil and argillaceous sandstone areas and auxiliary working platform
  • Deep-water construction method of bridge at water pebble soil and argillaceous sandstone areas and auxiliary working platform
  • Deep-water construction method of bridge at water pebble soil and argillaceous sandstone areas and auxiliary working platform

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Embodiment Construction

[0034] In order to further understand the content, characteristics and effects of the present invention, the following examples are given, and detailed descriptions are given below with reference to the accompanying drawings. It should be noted that this embodiment is descriptive, not restrictive, and cannot thereby limit the protection scope of the present invention.

[0035] 1-steel pipe pile, 2-anchor pile, 3-steel pipe pile connection system, 4-anchor pile connection system, 5-pile top distribution beam, 6-main longitudinal beam, 7-platform deck beam, 8-platform Panel, 9-Steel cofferdam, 10-Steel casing, 11-Pile foundation, 12-Cap, 13-Gantry crane track, 14-Gantry crane, 15-Crawler crane, 16-Pebble soil, 17-Argillaceous sandstone, 18 - drilling rig, 19 - abutment, 20 - connection system between steel pipe piles and steel casing

[0036] A deep water construction method for bridges in pebble soil and argillaceous sandstone areas, comprising the steps of:

[0037] (1) Part...

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Abstract

The present invention provides a deep-water construction method of a bridge at water pebble soil and argillaceous sandstone areas and an auxiliary working platform. A foundation adopts two foundations of steel pipe piles and anchor piles. The steel pipe piles are formed through inserting and piling by a pile hammer, and borne in pebble soil and argillaceous sandstone, pilebolck distributive girders of the steel pipe piles adopt profile steel, a main longitudinal girder is a Bailey girder or a girder at other types, the profile steel is arranged on the main longitudinal girder, a faceplate adopts a riffled steel plate, a protective railing is arranged on the edge, and thus a combined type working platform on which mechanical equipment of large gantry cranes, crawler cranes and the like can walk is formed. According to the invention, the steel pipe piles and the anchor piles are mutually matched, the steel pipe piles are mainly used for bearing the load on the platform, the anchor piles are mainly used for bearing water flowing force, a trestle stand and a drilled platform are integrated, the trestle stand and the platform can be propelled synchronously towards the river from the shore side during construction, so that the combined type working platform is quickly formed, materials, equipment and the personnel pass the combined type working platform, and thus multiple processes of construction of pile foundations and pile caps of deep-water foundations of large bridges at deep-water pebble soil and argillaceous sandstone areas of rivers, lakes and seas can be performed.

Description

technical field [0001] The invention relates to the technical field of bridge construction, in particular to a deep-water construction method and an auxiliary working platform for bridges in pebble soil and argillaceous sandstone areas. Background technique [0002] The construction of large-scale bridge foundations in pebble soil and argillaceous sandstone areas is difficult, and the construction method of independent anchor piles takes a long time and requires a large investment. The foundation emergency engineering and node rush projects cannot meet the requirements of bridge foundation construction. The construction speed of the independent driven steel pipe piles is fast, but it cannot meet the stress requirements of the trestle platform for crossing the flood in the pebble soil and muddy sandstone area. The problem that the lateral stiffness of the trestle bridge is too weak enables the structure to more effectively resist the impact of water flow and ensure the safety...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E02B17/00E02D5/38E02D5/66E02D19/04E02D27/14E02D15/06
CPCE01D21/00E02B17/00E02D5/38E02D5/665E02D15/06E02D19/04E02D27/14
Inventor 宋伟俊余绍宾龚国锋陈宁贤刘绍石王勇张明刚张涛张静朱林达郭万良张斌
Owner CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP
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