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Roadbed filling construction method

A construction method and subgrade filling technology, applied in the directions of roads, roads, buildings, etc., can solve the problems of low construction efficiency and high construction cost, and achieve the effect of solving high construction cost, shortening construction period and simple process.

Inactive Publication Date: 2020-11-27
CHINA RAILWAY SIXTH GROUP +1
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The main purpose of the present invention is to propose a roadbed filling construction method, aiming to solve the problems of low construction efficiency and high construction cost in the existing roadbed filling construction method

Method used

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  • Roadbed filling construction method

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Embodiment Construction

[0038] The specific implementation manners of the embodiments of the present invention will be described in detail below in conjunction with the accompanying drawings. It should be understood that the specific embodiments described here are only used to illustrate and explain the present invention, and are not intended to limit the present invention.

[0039] refer to figure 1 , figure 1 It is a schematic flow chart of an embodiment of the roadbed filling construction method of the present invention, and the method comprises the following steps:

[0040] 101. Subgrade stakeout: carry out the stakeout process on the gravel road section of the roadbed side piles and side slopes, and obtain the staked out subgrade;

[0041] According to the designed subgrade center coordinate value and the polar coordinate method, stake out the pile center point on the ground of the gravel road section to obtain the subgrade center pile point. According to the slope ratio, subgrade width and c...

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Abstract

The invention relates to the technical field of building construction, and discloses a roadbed filling construction method. The method comprises the following steps: step 1, roadbed lofting; step 2, site cleaning; step 3, compacting before filling; step 4, elevation measuring: measuring, detecting, recording and calculating the filling elevation of each layer of a compacted roadbed; step 5, fillerselecting: selecting and determining a roadbed filler; step 6, embankment feeding: carrying out layered filling treatment and paving leveling treatment on the roadbed to be fed, and carrying out filler water content detection on the roadbed subjected to watering and airing; step 7, leveling and compacting: performing layered static pressing and layered vibration pressing on the to-be-compacted roadbed according to designed filler compaction conditions to obtain a compacted roadbed; and step 8, finishing and maintaining: finishing and reinforcing a slope, a width, a height and flatness of an embankment slope and the roadbed of the compacted roadbed. Problems that an existing roadbed filling construction method is low in construction efficiency and high in construction cost are solved.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a roadbed filling construction method. Background technique [0002] The subgrade is the foundation of the track or road surface. Its main function is to provide the necessary conditions for the laying of the track or road surface and the operation of trains or trains, and to bear the static and dynamic loads of the track and rolling stock or the road surface and traffic load. [0003] For the filling of subgrades, the construction method of filling subgrades with ordinary subgrade fillers is often used. However, this construction method has problems such as complex construction procedures, unsafe and reliable construction, easy slurrying of subgrade fillers, and difficulty in controlling the quality of on-site construction. However, it is impossible to quickly, safely and effectively fill the roadbed, which leads to the problems of low construction efficiency and h...

Claims

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Application Information

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IPC IPC(8): E01C3/00E01C3/04E01B1/00E01B2/00
CPCE01B1/00E01B2/00E01C3/00E01C3/04
Inventor 薛峰李永军刘柏森樊中淮周童
Owner CHINA RAILWAY SIXTH GROUP
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