CN202658600U - Ecological composite anti-slide pile - Google Patents

Ecological composite anti-slide pile Download PDF

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Publication number
CN202658600U
CN202658600U CN 201220327478 CN201220327478U CN202658600U CN 202658600 U CN202658600 U CN 202658600U CN 201220327478 CN201220327478 CN 201220327478 CN 201220327478 U CN201220327478 U CN 201220327478U CN 202658600 U CN202658600 U CN 202658600U
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CN
China
Prior art keywords
pile
greening
pile body
shell
slope
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 201220327478
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Chinese (zh)
Inventor
伍海清
陈子玉
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Changan University
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Changan University
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Publication date
Application filed by Changan University filed Critical Changan University
Priority to CN 201220327478 priority Critical patent/CN202658600U/en
Application granted granted Critical
Publication of CN202658600U publication Critical patent/CN202658600U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to an ecological composite anti-slide pile. The ecological composite anti-slide pile comprises a pile cap (1), a pile body (2), a pile toe (3), a center hole (4), a drain hole (5) and a greening shell (6), and is characterized in that the pile cap (1), the pile body (2) and the pile toe (3) are formed by pouring reinforced concrete; the pile body (2) and the pile toe (3) are integrated actually; the pile cap (1) is mounted on the upper part of the pile body (2); the greening shell (6) is arranged on the top parts of the pile cap (1) and the pile body (2); and the center hole (4) is positioned inside the pile body (2), is communicated with the drain hole (5) on the pile body (2), mainly has the functions of water drainage and diversion and can divert water to the greening shell (6) to satisfy the growth of plants. The pile body provided with the holes and adopting the reinforcing concrete as a framework has favorable functions of anchoring, anti-shearing and dewatering, and the greening shell can utilize ground water in a slope for growing the plants, so that an environment is beautified, the function of repairing the slope of the plants are brought into full play, and the self-stabilizing effect of the slope is achieved. As a whole, the ecological composite anti-slide pile has the comprehensive effects of protecting and greening the slope as well as ensuring the ecological balance of the slope.

Description

Ecological compound antislide pile
Technical field
The utility model belongs to civil engineering class technical field, relates to a kind of antiskid protection and afforestation equipment, is the ecological compound antislide pile that a kind of specialty is used for Slope Prevention and greening.
Background technology
At present, the antislide pile that adopts in all kinds of side slope antiskids and preventive works is reinforced concrete structure substantially, and it mainly plays anchoring, shearing resistance effect.This antislide pile has certain effect to side slope stable, but fail all the time to relate to for the greening of side slope, still a kind of method of curing the symptoms, not the disease generally speaking, do not consider to utilize plant to the repair function of side slope, thereby side slope is reached from steady effect, fail to play the comprehensive effect of protection, greening and the ecological homeostasis to side slope.
Summary of the invention
The purpose of this utility model provides the compound antislide pile of a kind of ecology, it can remedy existing antislide pile can only single protection and the defective that can not afforest, can play shearing resistance, anchorage effect, can play again the resultant effect of draining, greening and maintaining ecological balance, solve problems of the prior art.
The technical scheme that the utility model adopts is:
Ecological compound antislide pile comprises pile cover, pile body, pile top, mesopore, drain hole and greening shell, and pile body, pile top are integrated in fact, and pile cover is installed in the top of pile body; Pile cover and pile body top design have the greening shell; Mesopore is positioned at pile body inside, and is communicated with drain hole on the pile body, water is guided to the greening shell required for plant growth; Pile top (3) is inserted in the sloping body soil layer.
Further, pile cover and pile body Detachable.
Further, the greening shell forms by depositing native breeding lattice chamber, nutrient solution ball, capillary culture tube, plant suction water pipe, deposit native breeding lattice chamber and place compost and vegetable seeds, the capillary culture tube is incorporated into the nutriment in the nutrient solution ball and deposits native breeding lattice chamber, and the plant suction water pipe imports the water in drain hole and the sloping body soil layer and deposits native breeding lattice chamber.Capillary culture tube and plant suction water pipe are all tiny pvc pipe, and difference is that the capillary culture tube runs through whole nutrient solution ball, and plant suction water pipe UNICOM is to deposit native breeding lattice chamber.
The beneficial effects of the utility model are that the pile body with holes take steel concrete as skeleton can play good anchoring, shearing resistance and drainage, and the greening shell can be used the underground water in the sloping body for plant growth, not only beautified environment but also give full play of plant to the repair function of side slope, thereby side slope is reached from steady effect.Generally speaking, ecological compound antislide pile can play the comprehensive effect of protection, greening and the ecological homeostasis to side slope.
Description of drawings
Fig. 1 is ecological compound antislide pile front view.
Fig. 2 is ecological compound antislide pile top view.
Fig. 3 is the greening shell structure figure of ecological compound antislide pile.
1-pile cover 2-pile body 3-pile top 4-mesopore 5-drain hole 6-greening shell 7-deposits native breeding lattice chamber 8-nutrient solution ball 9-capillary culture tube 10-plant suction water pipe.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
The utility model adopts following structure: the compound antislide pile of a kind of ecology comprises pile cover 1, pile body 2, pile top 3, mesopore 4, drain hole 5 and greening shell 6.Pile cover 1, pile body 2 are formed by the steel concrete perfusion with pile top 3, pile cover 1 and pile body 2 Detachables, pile cover 1 has the greening shell 6 that is formed by the stacked braiding of group of fibers knitmesh with pile body 2 top design, mesopore 4 is distributed on the pile body 2 and with drain hole 5 and is communicated with, main draining, the diversion function of rising guided to greening shell 6 with water required for plant growth.These greening shell 6 length are antislide pile pile body girth, wide is 50cm, form by depositing native breeding lattice chamber 7, nutrient solution ball 8, capillary culture tube 9, plant suction water pipe 10, in depositing native breeding lattice chamber 7, add an amount of compost and seed and allotment evenly during use, again capillary culture tube 9 and plant suction water pipe 10 are connected, capillarity can be occurred until a certain amount of rear capillary culture tube 9 of moisture absorption and the nutriment in the nutrient solution ball 8 is incorporated into deposits in the native breeding lattice chamber 7 for plant absorbing.
Environmental compound antislide pile can be used in conjunction with hollow brick, retaining wall, squeeze in the soil of side slope after, can play anchoring, shearing resistance, drainage, and can play certain fixation to hollow brick and retaining wall at once.Can also play the effect of beautifying the environment after a period of time, after plant grows to a certain extent, its root system will be persistent to the consolidation of sloping body, effectively administered the soil erosion problem, simultaneously plant to the utilization of water also solved because of drain hole stop up can not be lastingly the effective problem of draining.
Concrete operations are decided on Practical Project, substantially can be divided into two large classes.
Carry out greening side slope protection for this ecological compound antislide pile of single employing and can be divided into following four steps: one, carry out position, hole excavation, supporting by existing antislide pile construction requirement and draw water; Two, ecological compound antislide pile cage of reinforcement is installed with fixing; Three, concrete perfusion, and guarantee that cage of reinforcement is non-rising; Four, the greening shell is being installed from sloping surface layer to soil layer 50cm depths and is being locked pile cover.
After selecting fixed pile, can directly squeeze into pile body for the compound antislide pile of small-sized ecology that is used in conjunction with hollow brick, retaining wall, pile body is squeezed into rear excavation pile body topsoil on every side to the 50cm depths, then the greening shell is installed also the former earthen backfill that is excavated is entered, lock at last pile cover.

Claims (4)

1. ecological compound antislide pile, comprise pile cover (1), pile body (2), pile top (3), mesopore (4), drain hole (5) and greening shell (6), it is characterized in that: pile cover (1), pile body (2), pile top (3) are formed by the steel concrete perfusion, pile body (2) is integrated with pile top (3) is real, and pile cover (1) is installed in the top with pile body (2); Pile cover (1) has greening shell (6) with pile body (2) top design; Mesopore (4) is positioned at pile body (2) inside, and is communicated with drain hole (5) on the pile body (2), water is guided to greening shell (6) required for plant growth; Pile top (3) is inserted in the sloping body soil layer.
2. the compound antislide pile of ecology according to claim 1 is characterized in that: pile cover (1) and pile body (2) Detachable.
3. the compound antislide pile of ecology according to claim 1, it is characterized in that: greening shell (6) forms by depositing native breeding lattice chambers (7), nutrient solution ball (8), capillary culture tube (9), plant suction water pipe (10), deposit native breeding lattice chambers (7) and place compost and vegetable seeds, capillary culture tube (9) is incorporated into the nutriment in the nutrient solution ball (8) and deposits native breeding lattice chambers (7), and plant suction water pipe (10) imports drain hole (5) and deposits native breeding lattice chambers (7) with the water in the sloping body soil layer.
4. the compound antislide pile of ecology according to claim 3, it is characterized in that: capillary culture tube and plant suction water pipe are all tiny pvc pipe.
CN 201220327478 2012-07-06 2012-07-06 Ecological composite anti-slide pile Expired - Fee Related CN202658600U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220327478 CN202658600U (en) 2012-07-06 2012-07-06 Ecological composite anti-slide pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220327478 CN202658600U (en) 2012-07-06 2012-07-06 Ecological composite anti-slide pile

Publications (1)

Publication Number Publication Date
CN202658600U true CN202658600U (en) 2013-01-09

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220327478 Expired - Fee Related CN202658600U (en) 2012-07-06 2012-07-06 Ecological composite anti-slide pile

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CN (1) CN202658600U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103222397A (en) * 2013-04-03 2013-07-31 葛加君 Method for manufacturing tube inserting device
CN107246004A (en) * 2017-06-28 2017-10-13 中铁第四勘察设计院集团有限公司 A kind of thick bamboo tube pilework and its solid slope method for side slope protection
CN110106759A (en) * 2019-05-24 2019-08-09 东北大学 A kind of coastal highway subgrade anti-floating pile system
CN110409426A (en) * 2019-08-01 2019-11-05 绍兴市上虞舜江管桩有限公司 A kind of anti-corrosion property mixed mud precast square pile with orientation capillary water seepage function

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103222397A (en) * 2013-04-03 2013-07-31 葛加君 Method for manufacturing tube inserting device
CN103222397B (en) * 2013-04-03 2014-08-13 葛加君 Method for manufacturing tube inserting device
CN107246004A (en) * 2017-06-28 2017-10-13 中铁第四勘察设计院集团有限公司 A kind of thick bamboo tube pilework and its solid slope method for side slope protection
CN110106759A (en) * 2019-05-24 2019-08-09 东北大学 A kind of coastal highway subgrade anti-floating pile system
CN110106759B (en) * 2019-05-24 2020-07-17 东北大学 Coastal highway subgrade anti-floating pile system
CN110409426A (en) * 2019-08-01 2019-11-05 绍兴市上虞舜江管桩有限公司 A kind of anti-corrosion property mixed mud precast square pile with orientation capillary water seepage function

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130109

Termination date: 20130706