Novel steel structure anchor increasing and grouting uplift pile and construction method thereof

A technology of uplift piles and steel structures, which is applied in basic structure engineering, sheet pile walls, protection devices, etc. Large degree, safe and simple construction, and the effect of improving the strength of the pile

Active Publication Date: 2018-12-21
SHANDONG UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] Aiming at the defects existing in the existing uplift piles, the present invention provides a new type of steel structure anchor-increased cast-in-place uplift pile and its construction method, which solves the problems of insufficient strength of the pile body, low pullout resistance and complicated construction of the uplift pile. It can be used in underground construction projects with high water level and high buoyancy, such as underground parking lots and basements

Method used

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  • Novel steel structure anchor increasing and grouting uplift pile and construction method thereof
  • Novel steel structure anchor increasing and grouting uplift pile and construction method thereof
  • Novel steel structure anchor increasing and grouting uplift pile and construction method thereof

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Embodiment Construction

[0030] The present invention provides a new type of steel structure anchor-increased grouting uplift pile. In order to make the purpose, technical solution and effect of the present invention clearer and clearer, the specific implementation of the present invention will be described in detail below in conjunction with the accompanying drawings.

[0031] Such as figure 1 As shown, the present invention is a novel steel anchor-increasing cast-in-place uplift pile, which is mainly composed of a pile body 1 and an anchor-increasing deformation device 2. The pile body 1 is composed of a steel pile body 11, a tapered pile tip 12, and an anchor-increasing deformation hole. 13. Slide rail 14, T-shaped steel stiffening plate 15 and protective pile cap 16 are composed. Anchoring deformation device 2 is composed of upper rotating shaft 21, lower shaft 22, rotating arm 23, connecting box 24, connecting bearing 25, reinforcing cap 26, sliding thread Sleeve 27 and threaded rod 28 are formed...

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Abstract

The invention discloses a novel steel structure anchor increasing and grouting uplift pile and a construction method thereof. The novel steel structure anchor increasing and grouting uplift pile is composed of a pile body and anchor increasing deformation devices. The pile body is composed of a steel pipe shaft, a tapered pile tip, anchor increasing deformation holes, sliding rails, T-shaped steelstiffening plates and a protective pile cap. The anchor increasing deformation holes are a plurality of rectangular openings formed in the pile body and provide deformation channels for the anchor increasing deformation devices, and the T-shaped steel stiffening plates are welded to the two sides of the anchor increasing deformation holes to improve pile strength. The anchor increasing deformation devices are composed of upper rotating shafts, lower sliding shafts, rotating arms, connecting boxes, connecting bearings, reinforcing caps, sliding threaded sleeves and threaded rods. After the pile body penetrates into the ground, the threaded rods are rotated to drive the sliding threaded sleeved to move upwards, the connecting boxes and the reinforcing caps are squeezed into soil around thepile body through the transmission function of the bearings and the rotating arms to enhance the uplift resistance of the pile body. The novel steel structure anchor increasing and grouting uplift pile and the construction method thereof solve the defects of low strength, insufficient uplift force and complex construction of a pile body of an existing uplift pile, and has a broad application prospect.

Description

technical field [0001] The invention discloses a novel steel anchor-increasing cast-in-place uplift pile and a construction method thereof, which are particularly suitable for underground construction projects such as underground parking lots and basements with relatively high groundwater levels and relatively high buoyancy. Background technique [0002] With the development of the country's economic construction, the level of urbanization continues to advance, more and more people are moving to cities, and there is a greater demand for housing. High-rise residential buildings have the advantages of saving land and increasing housing and resident population, and have developed rapidly in recent years. In order to save land, alleviate traffic pressure, and compress the use of space, all high-rise residential buildings will build auxiliary structures such as underground parking lots and basements with large areas. When the underground structure is lower than the surrounding so...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/50E02D5/54E02D7/06E02D7/20E02D31/12
CPCE02D5/50E02D5/54E02D7/06E02D7/20E02D31/12
Inventor 邓美旭朱庆文杜贻腾张浩王晓李志臣
Owner SHANDONG UNIV OF SCI & TECH
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