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Construction method of collaborative backfill of hydraulic dynamic compaction machine and flat plate roadpacker

A construction method and technology of a dynamic compactor, which are applied in soil protection, infrastructure engineering, construction, etc., can solve problems such as low construction efficiency, limited ramming energy, uneven settlement, etc., to improve construction efficiency and compaction. Speed, movement and flexibility

Inactive Publication Date: 2018-11-23
CHONGQING CONSTR ENG MUNICIPAL TRAFFIC ENG +1
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  • Application Information

AI Technical Summary

Problems solved by technology

However, the tamping energy of small machinery and manual tamping is limited, and the construction efficiency is low. At the same time, the quality of backfilling is greatly affected by the operators.
[0003] Therefore, using the conventional backfill compaction method, the construction speed and compaction effect are often unsatisfactory. After a rainy season, the backfill site often has uneven settlement, which affects the safety and comfort of driving.

Method used

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  • Construction method of collaborative backfill of hydraulic dynamic compaction machine and flat plate roadpacker
  • Construction method of collaborative backfill of hydraulic dynamic compaction machine and flat plate roadpacker
  • Construction method of collaborative backfill of hydraulic dynamic compaction machine and flat plate roadpacker

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Embodiment Construction

[0039] In order to enable those skilled in the art to better understand, the technical solution of the present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0040] Such as figure 1 , figure 2 , image 3 , Figure 4 , Figure 5 , Image 6 , Figure 7 The construction method shown is a cooperative backfilling of hydraulic compaction machine and plate compaction machine. Before construction, one should carefully familiarize himself with the construction drawings and relevant technical materials, select the filler that meets the design requirements, and determine its optimal moisture content and CBR value. The operations are carried out in accordance with the relevant requirements of "Code for Construction and Quality Acceptance of Urban Road Engineering" (CJJ1), "Code for Construction and Quality Acceptance of Urban Bridge Engineering" (CJJ2), and this construction method will not be elaborated.

[0041] The cons...

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Abstract

The invention relates to the field of roadbed construction, in particular to a construction method of collaborative backfill of a hydraulic dynamic compaction machine and a flat plate roadpacker. Theprocess of collaborative backfill includes the following steps of check before backfill; backfill in layers and preliminary compaction; high-speed hydraulic dynamic compaction; detection, wherein in the step of high-speed hydraulic dynamic compaction, a bridge abutment back, a culvert table back, a retaining wall back and a pipe network groove are compacted in sequence. Compared with a traditionalmethod, the advantages that part movement is more flexible, the efficiency is higher, the consistency of the backfill compaction degree is further guaranteed while the backfill compaction construction quality is guaranteed, the safety performance is higher, and construction is more convenient and reliable are achieved. The flexibility advantage of the construction method is more obvious especially for some regions which are narrow and irregular and have certain depth.

Description

technical field [0001] The design of the present invention relates to the field of subgrade construction, and in particular to a construction method for backfilling in cooperation between a hydraulic compactor and a flat compactor, specifically, using the dynamic compactor and the compactor to construct the abutment back, culvert abutment, and abutment during subgrade construction. The backfilling of the restricted areas such as the back of the earth wall and the trench of the pipe network is carried out in a coordinated compaction operation. Background technique [0002] Most of the backfill areas of abutment backs, culvert backs, retaining wall backs, and pipe network trenches during subgrade construction are narrow, irregular, and have a certain depth, and for the protection of structures, many large-scale compacted Mechanical equipment cannot be used. In this regard, the most conventional construction measures are to use small compaction machines or manual compaction in...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D3/046
CPCE02D3/046
Inventor 江真杨翔邓永强陶伟王淼张志飞余菲谢永辉李晓倩
Owner CHONGQING CONSTR ENG MUNICIPAL TRAFFIC ENG
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