CN212714773U - Be applied to ecological revetment that high cliff river bank prevented collapsing - Google Patents

Be applied to ecological revetment that high cliff river bank prevented collapsing Download PDF

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Publication number
CN212714773U
CN212714773U CN202020468536.7U CN202020468536U CN212714773U CN 212714773 U CN212714773 U CN 212714773U CN 202020468536 U CN202020468536 U CN 202020468536U CN 212714773 U CN212714773 U CN 212714773U
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CN
China
Prior art keywords
retaining wall
concrete
cushion layer
gabion
ecological revetment
Prior art date
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
CN202020468536.7U
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Chinese (zh)
Inventor
王娟娟
尤心培
邱继勇
徐振翔
李雪艳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhongchong Construction Co ltd
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Zhongchong Construction Co ltd
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Priority to CN202020468536.7U priority Critical patent/CN212714773U/en
Application granted granted Critical
Publication of CN212714773U publication Critical patent/CN212714773U/en
Expired - Fee Related legal-status Critical Current
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

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  • Revetment (AREA)

Abstract

The utility model discloses an anti-collapse ecological revetment applied to a high cliff river bank, which comprises a broken stone cushion layer, a concrete cushion layer, a retaining wall, a lacing wire fixing frame, a lacing wire and an anchoring steel plate; broken stone bed course, concrete bed course on supreme horizontal plane of locating the ground in proper order down from, the concrete bed course in the level lay a plurality of embedded bars, retaining wall locate on the concrete bed course, be equipped with a plurality of lacing wires between the inclined plane of retaining wall and ground, the lacing wire passes through the lacing wire mount to be fixed, one side of retaining wall be equipped with steel slab frame, gabion in proper order, one side of gabion is equipped with the gabion baffle, the gabion baffle passes through the support frame to be fixed, the top of lacing wire and lacing wire mount follow supreme backfill and the planting soil of being equipped with in proper order down, the inclined plane of ground is located to spray concrete, spray concrete pours into concrete formation by the reinforcing bar net, the top of retaining wall be equipped with the anchor steel sheet, the wire netting is fixed in on the anchor steel sheet through wire rope.

Description

Be applied to ecological revetment that high cliff river bank prevented collapsing
Technical Field
The utility model relates to an ecological revetment technical field, specifically speaking relates to an ecological revetment that is applied to high cliff river bank and prevents collapsing.
Background
The revetment is a transition area at the junction of a water area and land, and aims to protect a river bank, prevent the bank from collapsing, and simultaneously have the functions of retaining water and soil, preventing flood, beautifying the environment and the like. Whether the revetment is designed reasonably relates to the safety of the whole river, plants are reasonably planted especially for the cliffs and the revetments with higher mountain height, and broken stones on the mountain are prevented from injuring pedestrians by arranging a blocking device. Nowadays, with the improvement of living standard of people, people are pursuing more beautiful ecological environment and hope to improve the happiness index of life, so the demand for the ecological river bank landscape is more and more outstanding, and the comprehensive consideration of terrain is combined.
Most revetments in the prior art only consider plain areas, are not suitable for river basins with high mountain heights, and have poor stability and insufficient safety. The not enough to current ecological revetment, the utility model provides a be applied to ecological revetment that high cliff river bank prevented collapsing possesses the function that prevents that the rubble from dropping the river levee and preventing collapsing on the basis that satisfies the basic function protection ecology of revetment, flood control, beautifies the environment.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a be applied to high cliff river bank and prevent ecological revetment of collapsing to reach the purpose that prevents that the rubble from dropping the river levee and preventing collapsing.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
an ecological revetment applied to high cliff river bank collapse prevention comprises a broken stone cushion layer, a concrete cushion layer, a retaining wall, a tie bar fixing frame, a tie bar and an anchoring steel plate; broken stone bed course, concrete bed course on supreme horizontal plane of locating the ground in proper order down from, the concrete bed course in the level lay a plurality of embedded bars, retaining wall locate on the concrete bed course, be equipped with a plurality of lacing wires between the inclined plane of retaining wall and ground, the lacing wire passes through the lacing wire mount to be fixed, one side of retaining wall be equipped with steel slab frame, gabion in proper order, one side of gabion is equipped with the gabion baffle, the gabion baffle passes through the support frame to be fixed, the top of lacing wire and lacing wire mount follow supreme backfill and the planting soil of being equipped with in proper order down, the inclined plane of ground is located to spray concrete, spray concrete pours into concrete formation by the reinforcing bar net, the top of retaining wall be equipped with the anchor steel sheet, the wire netting is fixed in on the anchor steel sheet through wire rope.
In a further technical scheme, the reinforcing mesh is inserted into the foundation through the anchor bolts.
Further technical scheme, the lacing wire mount extend one section to the retaining wall direction, consolidate lacing wire mount and retaining wall, further reinforcing stability.
According to the further technical scheme, the retaining wall is located in the center of the concrete cushion.
According to a further technical scheme, a waterproof blanket is arranged on the concrete cushion layer and is positioned on one side of the gabion baffle. The waterproof blanket can prevent leakage, avoid soil erosion and reduce the risk of accidents such as collapse.
According to the further technical scheme, a lighting device is arranged at the top of the wire mesh.
In a further technical scheme, the lighting device is a fluorescent lamp.
Advantageous effects
Compared with the prior art, this utility model has the advantages of it is following:
1. the utility model discloses an its simple structure of ecological revetment, installation convenient to use is applicable to various high cliff banks, and stability is strong, protects the river levee, has the characteristics of preventing collapsing.
2. The utility model discloses an ecological revetment sets up gabion baffle and support frame on the right side of gabion, utilizes gabion baffle and support frame to consolidate the gabion effectively, has improved the stability of gabion.
3. The utility model discloses a top of retaining wall sets up the wire netting, utilizes wire rope and the fixed wire netting of anchor steel sheet, and the effectual mountain top rubble that has prevented falls into the aquatic to avoided the rubble to injure pedestrian or visitor by a crashing object.
4. The utility model discloses an ecological revetment has still installed lighting device on the wire netting to the security of passerby or visitor's play has been guaranteed to the way when night.
5. The utility model discloses a right side steel plate frame, gabion of retaining wall set up lacing wire mount and lacing wire between retaining wall and the ground, through steel construction reinforcement design layer upon layer, greatly increased tightness, stability, can be applied to the high river bank that hangs.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
In the figure: 1. a foundation; 2. anchoring the bolts; 3. stretching a rib; 4. a lacing wire fixing frame; 5. embedding reinforcing steel bars in advance; 6. a gravel cushion layer; 7. a concrete cushion; 8. a waterproof blanket; 9. a support frame; 10. a reinforcing mesh; 11. a retaining wall; 12. a steel plate frame; 13. a gabion baffle; 14. a gabion; 15. anchoring a steel plate; 16. an illumination device; 17. a wire mesh; 18; backfilling; 19. planting soil; 20. and (5) spraying concrete.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, the technical solutions of the present invention will be clearly and completely described below. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the terms in the present invention can be understood in a specific case to those skilled in the art.
As shown in fig. 1, the ecological revetment for preventing collapse, which is applied to a high cliff river bank, comprises a broken stone cushion layer 6, a concrete cushion layer 7, a retaining wall 11, a tie bar fixing frame 4, a tie bar 3 and an anchoring steel plate; the gravel cushion layer 6 and the concrete cushion layer 7 are sequentially arranged on the horizontal plane of the foundation 1 from bottom to top, the concrete cushion layer 7 is horizontally laid with a plurality of embedded steel bars 5, the retaining wall 11 is arranged on the concrete cushion layer 7, a plurality of tie bars 3 are arranged between the retaining wall 11 and the inclined plane of the foundation 1, the tie bars 3 are fixed by a tie bar fixing frame 4, one side of the retaining wall 11 is sequentially provided with a steel plate frame 12 and a gabion 14, one side of the gabion 14 is provided with a gabion baffle 13, the gabion baffle 13 is fixed through a support frame 9, the upper parts of the lacing wires 3 and the lacing wire fixing frames 4 are sequentially provided with backfill soil 18 and planting soil 19 from bottom to top, the sprayed concrete 20 is arranged on the inclined surface of the foundation 1, the sprayed concrete 20 is formed by pouring reinforcing mesh into concrete, the top of retaining wall 11 be equipped with anchor steel sheet 15, wire netting 17 is fixed in on anchor steel sheet 15 through wire rope.
The reinforcing mesh 10 is inserted into the foundation 1 through the anchor bolts 2.
The lacing wire fixing frame 4 extends to the retaining wall 11 direction for one section, and the lacing wire fixing frame and the retaining wall are reinforced, so that the stability is further enhanced.
The retaining wall 11 is located at the center of the concrete cushion 7.
And the concrete cushion 7 is provided with a waterproof blanket 8 which is positioned on one side of the gabion baffle 13. The waterproof blanket can prevent leakage, avoid soil erosion and reduce the risk of accidents such as collapse.
The top of the wire netting 17 is provided with a lighting device 16. The lighting device 16 is a fluorescent lamp.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.

Claims (5)

1. An ecological revetment applied to collapse prevention of a high cliff river bank is characterized by comprising a broken stone cushion layer, a concrete cushion layer, a retaining wall, a tie bar fixing frame, a tie bar and an anchoring steel plate; the gravel cushion layer and the concrete cushion layer are sequentially arranged on the horizontal plane of the foundation from bottom to top, a plurality of embedded steel bars are horizontally laid in the concrete cushion layer, the retaining wall is arranged on the concrete cushion layer, a plurality of tie bars are arranged between the retaining wall and the inclined plane of the foundation and are fixed through tie bar fixing frames, one side of the retaining wall is sequentially provided with a steel plate frame and a stone cage, one side of the stone cage is provided with a stone cage baffle which is fixed through a supporting frame, backfill soil and planting soil are sequentially arranged above the tie bars and the tie bar fixing frames from bottom to top, sprayed concrete is arranged on the inclined plane of the foundation and is formed by pouring concrete into a reinforcement mesh, an anchoring steel plate is arranged at the top of the retaining wall, and a wire mesh is fixed on the anchoring steel plate through a steel wire rope; the lacing bar fixing frame extends to a section of the retaining wall direction; and a lighting device is arranged at the top of the wire netting.
2. The ecological revetment for preventing collapse of a high cliff river bank according to claim 1, wherein said mesh reinforcement is inserted into the ground by means of anchor bolts.
3. The ecological revetment for preventing collapse of a river bank having a high cliff according to claim 1, wherein said retaining wall is located at the center of a concrete pad.
4. The ecological revetment for preventing collapse of high cliff river banks according to claim 1, wherein said concrete pad is provided with a waterproof blanket on one side of the gabion baffle.
5. The ecological revetment for preventing collapse of high cliff river banks according to claim 1, wherein said lighting device is a fluorescent lamp.
CN202020468536.7U 2020-04-02 2020-04-02 Be applied to ecological revetment that high cliff river bank prevented collapsing Expired - Fee Related CN212714773U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020468536.7U CN212714773U (en) 2020-04-02 2020-04-02 Be applied to ecological revetment that high cliff river bank prevented collapsing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020468536.7U CN212714773U (en) 2020-04-02 2020-04-02 Be applied to ecological revetment that high cliff river bank prevented collapsing

Publications (1)

Publication Number Publication Date
CN212714773U true CN212714773U (en) 2021-03-16

Family

ID=74905299

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020468536.7U Expired - Fee Related CN212714773U (en) 2020-04-02 2020-04-02 Be applied to ecological revetment that high cliff river bank prevented collapsing

Country Status (1)

Country Link
CN (1) CN212714773U (en)

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Granted publication date: 20210316