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A gantry type anti-sliding pile with vertical prestressed anchor cable installed in the inner pile

A vertical prestressed, anti-sliding pile technology, applied in sheet pile walls, construction, excavation, etc., can solve the problems of lengthening, construction difficulties, low cost performance of gantry piles, etc., and achieve the effect of improving applicability

Active Publication Date: 2021-02-19
福建省交通规划设计院有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The inner pile needs to be extended to enter the rock formation, and the construction is difficult, which makes the cost performance of the portal pile extremely low

Method used

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  • A gantry type anti-sliding pile with vertical prestressed anchor cable installed in the inner pile
  • A gantry type anti-sliding pile with vertical prestressed anchor cable installed in the inner pile
  • A gantry type anti-sliding pile with vertical prestressed anchor cable installed in the inner pile

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Embodiment Construction

[0046] In the following description, numerous specific details are given in order to provide a more thorough understanding of the present invention. It will be apparent, however, to one skilled in the art that embodiments of the invention may be practiced without one or more of these details. In other examples, some technical features known in the art are not described in order to avoid confusion with the embodiments of the present invention.

[0047] In order to thoroughly understand the embodiments of the present invention, a detailed structure will be set forth in the following description. It is evident that practice of the embodiments of the invention is not limited to specific details familiar to those skilled in the art. Preferred embodiments of the present invention are described in detail below, however, the present invention may have other embodiments besides these detailed descriptions.

[0048] In the description of the present invention, the orientation or posit...

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PUM

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Abstract

The invention provides a gantry-type anti-slide pile with a vertical prestressed anchor cable arranged on the inner pile. The gantry-type anti-slide pile includes: a pile body, an anchor cable device, a positioning anchor, a communication control device and a processor. The pile body includes a beam and two vertical beams connected as a whole; the anchor cable device partially passes through one of the vertical beams, and passes through the upper end of the pile body, and can pull the pile body to move on the upper side of the pile body; The positioning anchor is fixed at the lower end of the anchor cable device, and is pre-embedded in the lowermost rock formation to generate tension on the positioning anchor; the communication control device includes a controller and a winch, and the controller is electrically connected with the winch; The processor communicates, and the processor controls the start and stop of the hoist by sending control instructions to the controller; the anchor cable device includes: anchor cable and positioning pulley, the anchor cable penetrates the pile body and is integrated with the pile body by pre-embedding, the anchor cable The lower end is connected with the positioning anchor, the upper end is connected with the winch, and the anchor cable includes an upper anchor cable and a lower anchor cable.

Description

technical field [0001] The present invention generally relates to the technical field of anti-slide piles, and more particularly relates to a gantry type anti-slide pile in which vertical prestressed anchor cables are arranged on inner piles. Background technique [0002] Anti-slide piles are the main support measures for landslide control, which are divided into single-row piles and gantry piles (double-row piles). When the anti-sliding ability of the single-row piles cannot meet the requirements, the gantry piles are generally installed. The gantry anti-sliding pile is composed of an inner pile (on the side of the landslide), an outer pile and a connecting beam at the top of the pile. When the landslide thrust acts, the inner pile is under tension (pull resistance), and the outer pile is under compression, and the joint force is applied to stabilize the landslide. [0003] The inner piles of traditional gantry piles generally need to be embedded in stable rock formations...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/22E02D5/74E02D17/20
CPCE02D5/22E02D5/74E02D17/20E02D17/207
Inventor 卢才金秦志清刘秋江顾中华周镇勇
Owner 福建省交通规划设计院有限公司