CN202323968U

CN202323968U - Multi-purpose anti-slide pile structural system for landslides

Info

Publication number: CN202323968U
Application number: CN2011204758161U
Authority: CN
Inventors: 胡和平; 贺健; 王清来
Original assignee: China Nerin Engineering Co Ltd
Current assignee: China Nerin Engineering Co Ltd
Priority date: 2011-11-25
Filing date: 2011-11-25
Publication date: 2012-07-11
Anticipated expiration: 2021-11-25

Abstract

The utility model discloses a multi-purpose anti-slide pile structural system for landslides, which at least comprises anti-slide piles, rigidcapping beams,retaining walls, frame beams and short columns. The frame beams are connected with a front row of anti-slide piles and a back row anti-slide piles, so that the anti-slide piles can work in integration. The capping beams with great rigidity are arranged at the top of the anti-slide piles, and are capable of decreasing the displacement of the top of the retaining walls on the capping beams. The reinforced concrete short columns are arranged on the axis of the retaining walls, and capable of reducing the loaded force of the retaining walls, accordingly, the displacement of the top of the retaining walls is decreased, and simultaneously, requirements of anti-sliding, land retaining and weight bearing are satisfied. Further, the anti-sliding piles have rectangular sections and can achieve better anti-slide effects, andinverted filter layers and water discharging holes arranged on the water surface of the anti-slide piles can solve the water discharging problem. The anti-slide pile structural system for landslides is applicable for various metallurgy and retaining walls of mine landslides and the situation that industrial factory columns need to be directly arranged on the top of the retaining wall, guarantees the safety of factories and cranes inside factories, and satisfies technological requirements.

Description

A kind ofly be used for multiduty anti-slide pile structure system on the sliding mass

Technical field

The utility model relate to a kind of on sliding mass the multipurpose anti-slide pile structure, refer more particularly to a kind of main be the anti-slide pile structure of main double as retaining wall and factory building foundation with antiskid.

Background technology

In mine ore dressing plant area, gravity treatment place especially is because arts demand; Industrial premises height layout straggly; Require the discrepancy in elevation bigger, when this type of excavation back, industrial place if occurrence of large-area landslide more easily when meeting rainy season, landslide must be carried out the sliding mass comprehensive regulation.Because requirement on the technology; Need on sliding mass, to build important enrichment plant; The retaining wall basis utilizes antislide pile to carry in factory building columns basis and the workshop; Under the constraints that limits stake top shift value; Carry out anti-slide pile design. because specification for structure is different with the requirement of antislide pile three displacement to factory building columns basis, retaining wall, when the retaining walls height is big, the displacement of wall top is bigger, and factory building columns need directly drop on retaining wall common antislide pile of top when lasting, retaining wall is difficult to solve simultaneously antiskid, keeps off problem native, load-bearing.

Summary of the invention

The purpose of the utility model is to provide a kind of multiduty anti-slide pile structure system on the sliding mass that is used for,

Be used to realize antislide pile, retaining wall, factory building columns basis three's united and coordinating, guarantee the factory building safe handling, make to reach antiskid, retaining soil, weight-bearing function simultaneously by antislide pile ability three usages of one pile.

The technical scheme that the utility model technical solution problem is provided is: a kind ofly be used for multiduty anti-slide pile structure system on the sliding mass, comprise antislide pile at least, be positioned at the rigidity bent cap at antislide pile top, directly drop on retaining wall on the rigidity bent cap, connect before and after the rigid frame of two row's antislide piles set a roof beam in place and be positioned at the several parts of reinforced concrete short column on the retaining wall axis.

Said retaining wall upstream face is provided with loaded filter and spilled water hole.

Said antislide pile is taked the square-section.

Said antislide pile is at least two rows.

The beneficial effect of the utility model, the rigid frame of two row's antislide piles is set a roof beam in place and can be made the antislide pile overall operation before and after connecting, and the big bent cap of rigidity is set on the antislide pile top; Can reduce retaining wall top displacement on the bent cap; On the retaining wall axis, be provided with Reinforced Concrete Short, it is stressed to reduce retaining wall, thereby reduces retaining wall top displacement; The problem of satisfied antiskid simultaneously, keeping off soil, load-bearing; Further antislide pile is taked the square-section, can reach better antiskid effect, also can solve drainage problem at the loaded filter and the spilled water hole of antislide pile upstream face setting.Be used for multiduty anti-slide pile structure system on the sliding mass, be applicable to that retaining wall and the industrial premises post on all kinds of metallurgy, the mine sliding mass need directly drop on upward this situation of retaining wall top, guarantee crane safety in factory building and the factory building, satisfy technological requirement.

Description of drawings

Fig. 1 is a multiduty anti-slide pile structure system foundation layout plan on this practical sliding mass;

Fig. 2 is the sectional drawing at Fig. 1 A-A position.

The specific embodiment

Specify the embodiment of the utility model structure below in conjunction with accompanying drawing:

A kind ofly be used for multiduty anti-slide pile structure system on the sliding mass, antislide pile 1 is pressed the factory building axis arranged; Accomplish one on a post; Antislide pile 1 can satisfy ground specialty landslide control needs, takes into account the superstructure requirement simultaneously, two rows before and after antislide pile is set to; The antislide pile top is provided with the bigger bent cap of rigidity 2,3, makes whole row's antislide pile co-operation as far as possible.In the span direction rigid frame is set and sets a roof beam in place 4, connect two row's antislide piles, make two row's antislide piles be out of shape unanimity as far as possible; Make it to satisfy the structural calculation supposition, retaining wall 5,6 is set on bent cap 2,3, loaded filter 9 and spilled water hole 10 are set at the retaining wall upstream face; And the retaining wall backfill requires to use the sandy soil compaction in layers; Compaction requirement satisfies code requirement, and the axial location place is provided with Reinforced Concrete Short 7,8, and factory building steel column pin just can directly drop on the short column 7,8; Satisfy the mill construction requirement, also satisfy technological requirement simultaneously.

Above content is the further explain that combines concrete preferred implementation that the utility model is done, and can not assert that the practical implementation of the utility model is confined to these explanations.Those of ordinary skill for technical field under the utility model; Under the prerequisite that does not break away from the utility model design, make some alternative or obvious modification that are equal to; And performance or purposes are identical, then should be regarded as belonging to the protection domain that claims that the utility model submits to are confirmed.

Claims

1. one kind is used for multiduty anti-slide pile structure system on the sliding mass; It is characterized in that, comprise antislide pile at least, be positioned at the rigidity bent cap at antislide pile top, directly drop on retaining wall on the rigidity bent cap, connect before and after the rigid frame of two row's antislide piles set a roof beam in place and be positioned at the several parts of reinforced concrete short column on the retaining wall axis.

2. according to claim 1ly be used for multiduty anti-slide pile structure system on the sliding mass, it is characterized in that said retaining wall upstream face is provided with loaded filter and spilled water hole.

3. according to claim 1 and 2ly be used for multiduty anti-slide pile structure system on the sliding mass, it is characterized in that said antislide pile is taked the square-section.

4. according to claim 1 and 2ly be used for multiduty anti-slide pile structure system on the sliding mass, it is characterized in that said antislide pile is at least two rows.

5. according to claim 3ly be used for multiduty anti-slide pile structure system on the sliding mass, it is characterized in that said antislide pile is at least two rows.