Looking for breakthrough ideas for innovation challenges? Try Patsnap Eureka!

Construction method of large-diameter crushed stone pile

A construction method and large-diameter technology, applied in soil protection, infrastructure engineering, construction, etc., can solve the problems of restricting the popularization and application of gravel piles, low bearing capacity of small-diameter piles, and difficulty in constructing large-diameter piles, etc. The effect of controllable pile quality, low construction difficulty and high construction efficiency

Active Publication Date: 2013-01-23
SHANGHAI SHEN YUAN GEOTECHN +2
View PDF5 Cites 15 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] Large-diameter piles should be used to treat soft foundations with crushed stone piles. This is mainly due to the low restraint of the soft soil foundation around the piles, and the low bearing capacity of small-diameter piles, which is prone to bulge damage. However, the existing immersed tube compaction construction construction method, it is difficult to

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Construction method of large-diameter crushed stone pile

Examples

Experimental program
Comparison scheme
Effect test

Embodiment

[0027] A petrochemical storage land is a large-scale land reclamation site, and the surface layer is backfilled with mountain stone filler with a thickness of 5-8m and a particle size of up to 80cm. There are silt or silty clay layers with a thickness of 20-30m distributed below the fill layer. According to the survey report, the silt-like soft soil layer is an under-consolidated soil layer. After calculation, the settlement after the site construction reaches 1-2m, and the consolidation period of 20-30 years is required for the consolidation degree to reach more than 90%, which is far from enough To meet the needs of engineering construction, effective foundation treatment measures must be adopted before it can be used as construction land. The proposed structures on the site are steel storage tanks with diameters ranging from 40 to 60 m, and the foundation pressure is 220 to 250 kPa. The bearing capacity and settlement deformation of the site foundation cannot meet the founda...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

PropertyMeasurementUnit
Thicknessaaaaaaaaaa
Maximum particle sizeaaaaaaaaaa
Login to View More

Abstract

The invention provides a construction method of a large-diameter crushed stone pile. The construction method comprises the following construction steps of: cleaning miscellaneous fill on the surface layer of a soft foundation; when mountain stones are filled on the surface layer, firstly carrying out punching and hole guiding work and penetrating through a stone filling layer; sinking a large-diameter thin-wall steel sleeve with the outer diameter of 800-1600mm into the soft foundation until the depth reaches to a designed depth; constructing and finishing dry soil taking and hole forming work in the large-diameter thin-wall steel sleeve; matching a water pumping and discharging measure and completely draining water in a drainage hole; filling crushed stones in the hole by layers, and tamping and filling by layers, wherein the thickness for tamping by layers is more than 3m; tamping and filling by layers until the height is 50cm higher than a designed pile top mark height; pulling out the large-diameter thin-wall steel sleeve from the soft foundation; and forming the large-diameter crushed stone pile with the outer diameter of 800-1600mm in the soft foundation. The construction method has the advantages of low requirements on construction equipment, low construction difficulty, controllable quality of the prepared crushed stone pile, high bearing capability of the pile foundation, good water discharging capability and the like; and the prepared crushed stone pile is mainly applied to compound foundation or water discharging solidification treatment of buildings including a stacking field, a road, a large-size steel storage port foundation and the like on a large-area deep and thick soft foundation.

Description

technical field [0001] The present invention relates to a construction method of a large-diameter gravel pile, to be more precise, relates to a construction method of a large-diameter dry soil extraction pipe with dynamic tamping of a gravel pile. The gravel pile is mainly used on a large-area deep soft ground Composite foundation or drainage consolidation treatment of buildings such as storage yards, roads, and large steel storage tank foundations. Background technique [0002] In the treatment of large-area deep soft foundation, gravel pile is a common treatment method, which has the composite effect of drainage channel and foundation vertical reinforcement. The national "Technical Specifications for Building Foundation Treatment" JGJ79-2002 discloses two construction methods of gravel piles: the construction technology of vibrating gravel piles (wet method) and the construction technology of immersed tube gravel piles (dry method). [0003] Conventional sunken gravel pil...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
IPC IPC(8): E02D3/08E02D3/10
Inventor 梁永辉水伟厚何立军刘坤徐先坤陈国栋宋美娜朱建锋杨联萍赵志杰胡兵
Owner SHANGHAI SHEN YUAN GEOTECHN
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Patsnap Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Patsnap Eureka Blog
Learn More
PatSnap group products