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Gravel grouting pile with extruding and expanding supporting discs and construction method thereof

A technology of squeezing and expanding the support plate and construction method, applied in sheet pile wall, foundation structure engineering, construction and other directions, can solve the problems of occupying a large area of ​​land, waste, environmental pollution, etc., to improve pile side resistance, reduce settlement, reduce cost effect

Pending Publication Date: 2018-11-13
SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

But in the long run, such a treatment method will occupy a large area of ​​land, and at the same time, the pollution to the environment is conceivable
Moreover, many construction wastes are still usable resources, and it would be a great waste to put them in the wild

Method used

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  • Gravel grouting pile with extruding and expanding supporting discs and construction method thereof
  • Gravel grouting pile with extruding and expanding supporting discs and construction method thereof
  • Gravel grouting pile with extruding and expanding supporting discs and construction method thereof

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Embodiment Construction

[0032] The idea, specific structure and technical effects of the present invention will be further described below in conjunction with the accompanying drawings, so as to fully understand the purpose, features and effects of the present invention.

[0033] Such as figure 1 and combine Figure 2 to Figure 4 As shown, a specific embodiment of the crushed stone grouting pile with a graded enlarged head of the present invention includes a support plate body, a grouting pipe 2, a prefabricated hole 3, a geotextile 4, crushed stones 5, and a crushed stone slurry solidified pile body 8 , the grouting pipe 2 is arranged at the center of the gravel slurry solid pile body 8, the prefabricated holes 3 are circularly distributed on the pipe wall of the grouting pipe 2, and the geotextile 4 is wrapped around the outside of the prefabricated holes 3 , the crushed stone 5 is wrapped on the upper part of the grouting pipe 2, and the support disc body is located on the outer wall of the crush...

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PUM

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Abstract

The invention discloses a gravel grouting pile with extruding and expanding supporting discs and a construction method thereof. The gravel grouting pile comprises supporting disc bodies, a grouting pipe, prefabricated holes, geotechnical cloth, gravel and a gravel slurry fixing pile body, the grouting pipe is arranged at the center position of the gravel slurry fixing pile body, the prefabricatedholes are annularly distributed on the pipe wall of the grouting pipe correspondingly, the geotechnical cloth wraps the outer parts of the prefabricated holes, the gravel wraps the upper part of the grouting pipe, the supporting disc bodies are located on the outer wall of the gravel slurry fixing pile body. The gravel grouting pile with the extruding and expanding supporting discs is formed by extruding and expanding through a special extruding and expanding device on the basis of a common gravel grouting pile, and still has the advantages of being free of noise and free of vibration during construction, the bearing disc diameter of an extruding and expanding supporting disc pile can reach about 2 times of the diameter of the pile body, the sum of the bearing area of each disc and each branch can reach several times of the main diameter section of the pile body, and compared with a straight rod pile, the vertical bearing capacity of the extruding and expanding supporting disc pile canbe increased by one time or even more than one time.

Description

technical field [0001] The invention relates to the technical field of pile foundation engineering, in particular to a gravel grouting pile with extruded and expanded support discs and a construction method thereof. Background technique [0002] The extruded and expanded branch pile technology is derived from the traditional cast-in-situ pile technology, but it is different from the traditional cast-in-place pile in that an extruded and expanded process is added. It is to add an extrusion and expansion process to the traditional cast-in-place pile technology, and use special equipment to set some branches or load-bearing plates along the pile body at different depths. Moreover, since the load-bearing plate is distributed on the pile body from top to bottom, a favorable bearing mode is formed for load bearing in layers, which effectively reduces the load and settlement on the bottom of the pile, making the pile have good stability As well as high bearing capacity, it has gre...

Claims

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Application Information

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IPC IPC(8): E02D5/48E02D5/46
CPCE02D5/46E02D5/48E02D2250/003
Inventor 章毅陈曦谢珂陈龙
Owner SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD
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