Self-resetting slide-resistant pile structure with energy consumption function and implementation method thereof

An implementation method and anti-slide pile technology, which is applied in the energy-dissipative self-resetting anti-slide pile structure and implementation field, can solve the problem that the residual displacement of the anti-slide pile and the slope cannot be effectively reduced, the design concept does not match, and the normal use is affected and other problems, to achieve the effect of saving engineering quantity, convenient construction and cheap price

Inactive Publication Date: 2015-03-04
NORTHWEST RES INST CO LTD OF C R E C
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  • Abstract
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AI Technical Summary

Problems solved by technology

However, the anti-slide pile structure cannot effectively reduce the residual displacement of anti-slide piles and slopes after the earthquake, which may lead to excessive deformation of the structure and affect normal use, which is not consistent with the current international design concept of performance-based design match

Method used

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  • Self-resetting slide-resistant pile structure with energy consumption function and implementation method thereof
  • Self-resetting slide-resistant pile structure with energy consumption function and implementation method thereof
  • Self-resetting slide-resistant pile structure with energy consumption function and implementation method thereof

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Embodiment Construction

[0020] The implementation method of this structure can refer to the practice of CN 103669338 A. The key to the implementation of the present invention is the production and installation of the EPS filling layer and the spring device. The specific implementation method of the energy-dissipating self-resetting anti-slide pile structure will be further described below with reference to the accompanying drawings:

[0021] (1) Construction preparation. Like the general anti-slide pile project, prepare materials according to the project requirements, and the selected materials and models must meet the design requirements;

[0022] (2) Excavation of pile pits. The excavation of pile pits is mainly manual excavation, and adopts interval excavation. The hole is treated as a lock, and the pile body is treated as a retaining wall. The cross-sectional size of the cantilever section is larger than that of the anchor section. It should include the space for installing the EPS filling laye...

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Abstract

The invention discloses a self-resetting slide-resistant pile structure with an energy consumption function and an implementation method thereof. The self-resetting slide-resistant pile structure is composed of a reinforced concrete pile body, a reinforced concrete retaining wall, an EPS (expandable polystyrene) filling layer and spring devices. The self-resetting slide-resistant pile structure is characterized in that the section size of a cantilever segment is larger than that of an anchorage segment, and the place between one side, close to the mountain, of the cantilever segment of the slide-resistant pile and the retaining wall is filled with the EPS material and the spring devices. The implementation method includes digging a pit segment by segment till the designed elevation for the reinforced concrete pile body, timely constructing the retaining wall after each segment is dug, binding the reinforced concrete pile body with a reinforced cage, and performing concrete pouring and curing. The self-resetting slide-resistant pile structure has the advantages that hard and flexible materials are combined, and landslide thrust is borne by the reinforced concrete structures and the spring devices under the normal condition; under the seismic condition, due to the flexibility of the EPS material, energy dissipation effect is excellent, and residual displacement of the slide-resistant piles after the seismic is reduced by the aid of restoring force of the spring devices.

Description

technical field [0001] The invention is a structure invented mainly for improving the anti-seismic performance of the anti-slide pile project and reducing the residual displacement of the structure after the earthquake, and is especially applied to projects with high anti-seismic fortification intensity and areas where geological disasters occur frequently. Background technique [0002] In recent years, there have been many major earthquakes in China, such as Wenchuan in Sichuan, Yushu in Qinghai, and Zhangxian in Minxian, Gansu, which have brought huge losses to people's lives and property. Therefore, the situation of earthquake prevention and disaster reduction in my country is very severe. Anti-slide piles are a commonly used engineering method in the management of geological disasters. They are widely used in engineering fields such as railways, highways, and water conservancy. However, the seismic performance of this rigid structure and the residual displacement caused b...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/34
CPCE02D5/34E02D17/207E02D2200/146E02D2300/0006
Inventor 吴红刚杨昊天马惠民张红利张俊德宋响军
Owner NORTHWEST RES INST CO LTD OF C R E C
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