Concrete foundation-free highway culvert for permafrost region

A technology for permafrost areas and foundations, applied to the ground floor of roads, buildings, etc., can solve the problems of strong resistance to deformation and low construction cost, and achieve the effects of strong resistance to deformation, low construction cost and simple construction

Inactive Publication Date: 2014-04-02
CHINA MCC17 GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Provide a method that can effectively ensure the safety and durability of culvert engineering, can effectively improve the problem of uneven settlement of culverts and foundations in permafrost regions and reduce post-construction maintenance costs, and has simple construction, low labor intensity, fast construction speed, and low project cost. Strong resistance to deformation, less affected by freezing

Method used

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  • Concrete foundation-free highway culvert for permafrost region
  • Concrete foundation-free highway culvert for permafrost region
  • Concrete foundation-free highway culvert for permafrost region

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Embodiment Construction

[0012] In order to further describe the present invention, the present invention will be further described below in conjunction with the embodiments and accompanying drawings.

[0013] As shown in the figure, the construction steps of a culvert without concrete foundation for highways in permafrost regions are as follows: 1. Excavation of the foundation pit: According to the actual geological conditions of the original ground 4 and the design depth of the drawings, use an excavator to excavate to a distance from the base After about 10~20cm, use manual excavation, and level it after reaching the designed base. Immediately after the excavation is completed, the bearing capacity of the foundation is tested, and the general requirement is not less than 150Kpa. 2. Filling with gravel: After the excavation of the foundation pit is completed, fill the graded gravel 1, the thickness of the gravel foundation is not less than 0.5~1.0m, the bottom width is greater than the diameter of t...

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Abstract

The invention discloses a concrete foundation-free highway culvert for a permafrost region. The culvert is characterized by comprising a graded gravel foundation, a steel corrugated pipe and a natural gravel backfill layer, wherein the graded gravel foundation with a certain thickness is laid on a design substrate; steel corrugated pipe sections are arranged on the graded gravel foundation, and are connected through flanges and strong-strength bolts; a gap between every two adjacent pipe sections is sealed by an asbestos pad; the inner and outer surfaces of the culvert pipe are coated with asphalt; after the culvert pipe is firmly arranged, natural gravel is synchronously and symmetrically backfilled and compacted on the two sides of the pipe culvert in a layered way; the steel corrugated pipe is made from Q235-A, pipe section flanges are arranged at the two ends of the steel corrugated pipe, the wall of the steel corrugated pipe is 3 to 6mm thick, and the surface of the steel corrugated pipe is galvanized in a hot-dipping way. The culvert has the advantages of convenience in construction, low labor intensity, high construction speed, lower construction cost, high deformation resistance and slight freezing influence, the safety and the durability of the culvert can be effectively ensured, the problem of non-uniform sedimentation of a culvert and a foundation in the permafrost region is improved, and the post-maintenance cost is reduced.

Description

technical field [0001] The invention relates to the construction technology of highway culverts in frozen soil regions, in particular to a concrete-free foundation culvert for highways in frozen soil regions. It is especially suitable for road culvert engineering in permafrost areas. Background technique [0002] The permafrost region contains ice under the surface of the permafrost. In winter, the temperature is generally low, and the soil layer freezes; in summer, the soil layer absorbs solar radiation to generate heat, and the soil layer thaws. As the temperature in the permafrost region changes positively and negatively periodically, the permafrost layer deforms, causing frost heave and thawing. Therefore, the construction of reinforced concrete culverts and foundations in permafrost regions will cause frozen concrete culverts and concrete foundations Expansion, uneven subsidence, cracking, tilting, water leakage and other damages require manpower, material and financia...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01F5/00
Inventor 王福明
Owner CHINA MCC17 GRP
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