CN220598338U - Ditch slope reinforcement device - Google Patents

Ditch slope reinforcement device Download PDF

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Publication number
CN220598338U
CN220598338U CN202322122318.4U CN202322122318U CN220598338U CN 220598338 U CN220598338 U CN 220598338U CN 202322122318 U CN202322122318 U CN 202322122318U CN 220598338 U CN220598338 U CN 220598338U
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CN
China
Prior art keywords
slope
ditch
trench
reinforcement device
anchor rods
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Active
Application number
CN202322122318.4U
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Chinese (zh)
Inventor
张心秋
王飞飞
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Jiangsu Kexing Project Management Co ltd
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Jiangsu Kexing Project Management Co ltd
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Priority to CN202322122318.4U priority Critical patent/CN220598338U/en
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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
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The utility model discloses a ditch slope reinforcement device, which relates to the technical field of slope reinforcement and comprises a ditch slope body, wherein a layer of concrete cushion is paved on the slope surface of the ditch slope body.

Description

Ditch slope reinforcement device
Technical Field
The utility model relates to the technical field of slope reinforcement, in particular to a ditch slope reinforcement device.
Background
When the ditch is built, side slopes are formed, if the side slopes are not reinforced, landslide phenomenon is easy to occur when rainwater is relatively large, the safety is poor, and the prior art is to generally arrange a concrete reinforcing structure on the side slopes to prevent the side slopes from landslide when the rainwater is flushed.
At present, most of the existing trench slope body reinforcements are to lay a layer of concrete on the slope and then to arrange drainage channels on the concrete layer, however, most of the existing drainage channels lack of corresponding dirt blocking structures, sundries on the trench slope body and the trench are easy to wash into the trench by rainwater, so that too many sundries in the trench are caused, and the water environment in the trench is damaged.
Disclosure of Invention
The present utility model is directed to a trench slope reinforcement device, which solves the above-mentioned problems in the prior art.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides a ditch side slope reinforcing apparatus, includes the ditch side slope body, one deck concrete cushion has been laid on the domatic of ditch side slope body, evenly pre-buried in the concrete cushion has a plurality of long stock and short stock, long stock and short stock part insert the ditch side slope physically in, the equidistance is provided with a plurality of vertical drainage canal on the concrete cushion, concrete cushion from the top down equidistance is provided with a plurality of horizontal drainage canal, horizontal drainage canal and vertical drainage canal alternately set up and communicate each other, the delivery port has been seted up to horizontal drainage canal upper end, and installs the filter mantle on the delivery port, install the filter screen plate on the vertical drainage canal.
As a further scheme of the utility model: the long anchor rods and the short anchor rods are alternately arranged from top to bottom in sequence.
As still further aspects of the utility model: the long anchor rod and the short anchor rod comprise a rod body, a plug, an end cover and barbs, wherein the plug is arranged at one end of the rod body, which is positioned in the ditch side slope body, the end cover is arranged at the other end of the rod body, and a plurality of barbs are uniformly arranged on the surface of the rod body.
As still further aspects of the utility model: the filter cover comprises a cover frame, a net body and screws, wherein the net body is arranged on the cover frame, and the cover frame is fixed on the transverse drainage channel through the screws.
As still further aspects of the utility model: the vertical drainage canal is provided with a slot which is convenient for inserting the filter screen plate.
Compared with the prior art, the utility model has the beneficial effects that:
1. according to the utility model, the filter cover is arranged on the transverse drainage channel, the filter screen is arranged on the vertical drainage channel, and the filter cover and the filter screen form a multi-layer filter structure, so that sundries flushed along with water flow from the ditch slope body can be effectively intercepted, sundries in ditch water are reduced, and the ditch water is cleaner, thereby better serving for social development.
2. According to the utility model, the long anchor rod, the short anchor rod, the concrete cushion layer, the vertical drainage channel and the transverse drainage channel are arranged, and the concrete cushion layer, the vertical drainage channel and the transverse drainage channel can be firmly fixed on the ditch side slope body through the mutual matching of the long anchor rod and the short anchor rod, so that rain wash can be better resisted, and the ditch side slope body has better reinforcing effect.
Drawings
FIG. 1 is a side cross-sectional view of a trench slope reinforcement device.
FIG. 2 is a schematic perspective view of a trench slope reinforcement device.
FIG. 3 is a schematic view of the anchor rod of FIG. 1 illustrating a trench slope reinforcement device.
FIG. 4 is an enlarged view of the structure of the trench slope reinforcement device at A in FIG. 2.
1. A trench side slope body; 2. a concrete cushion layer; 3. a long anchor rod; 4. a short anchor rod; 5. a vertical drainage canal; 6. a lateral drainage channel; 7. a filter cover; 701. a cover frame; 702. a net body; 703. a screw; 8. a filter screen plate; 9. a rod body; 10. a plug; 11. an end cap; 12. and (3) barbs.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-2, in the embodiment of the utility model, a trench slope reinforcement device comprises a trench slope body 1, a layer of concrete cushion layer 2 is paved on the slope surface of the trench slope body 1, a plurality of long anchor rods 3 and short anchor rods 4 are uniformly pre-embedded in the concrete cushion layer 2, the long anchor rods 3 and the short anchor rods 4 are partially inserted into the trench slope body 1, a plurality of vertical drainage channels 5 are equidistantly arranged on the concrete cushion layer 2, a plurality of transverse drainage channels 6 are equidistantly arranged on the concrete cushion layer 2 from top to bottom, the transverse drainage channels 6 and the vertical drainage channels 5 are crosswise arranged and mutually communicated,
referring to fig. 1, the long anchor rods 3 and the short anchor rods 4 are alternately arranged from top to bottom in sequence, so that the anchor rods can be combined with soil layers of slopes with different depths by design, and the connection firmness of the slopes and the concrete cushion layer 2 is improved.
Referring to fig. 3, the long anchor rod 3 and the short anchor rod 4 each comprise a rod body 9, a plug 10, an end cover 11 and barbs 12, the plug 10 is arranged at one end of the rod body 9, which is located in the trench slope body 1, the end cover 11 is arranged at the other end of the rod body 9, a plurality of barbs 12 are uniformly arranged on the surface of the rod body 9, and the connection firmness of the anchor rod and the trench slope body 1 can be increased due to the arrangement of the barbs 12.
According to the embodiment, the concrete cushion layer 2, the vertical drainage canal 5 and the transverse drainage canal 6 can be firmly fixed on the ditch slope body 1 through the mutual matching of the long anchor rods 3 and the short anchor rods 4, so that rain wash can be better resisted, and the ditch slope body 1 is better in reinforcement effect.
Example 2
Referring to fig. 2 and 4, a water outlet is formed in the upper end of the horizontal drainage channel 6, a filter cover 7 is mounted on the water outlet, the filter cover 7 comprises a cover frame 701, a net body 702 and screws 703, the net body 702 is arranged on the cover frame 701, the cover frame 701 is fixed on the horizontal drainage channel 6 through the screws 703, a filter screen plate 8 is mounted on the vertical drainage channel 5, a slot convenient for inserting the filter screen plate 8 is formed in the vertical drainage channel 5, the filter cover 7 and the filter screen plate 8 can be detached and cleaned or replaced, maintenance is convenient, and sundries intercepted by the filter cover 7 and the filter screen plate 8 need to be cleaned regularly by personnel.
The multi-layer filtering structure formed by the filtering cover 7 and the filtering net plate 8 can effectively intercept sundries flushed along with water flow from the ditch side slope body 1, and reduce sundries in ditch water, so that the ditch water is cleaner and better serves for social development.
The working principle of the utility model is as follows:
during installation, firstly long anchor rods 3 and short anchor rods 4 are uniformly inserted on a ditch slope body 1, then a concrete cushion layer 2 is sprayed on the ditch slope body 1, the long anchor rods 3 and the short anchor rods 4 are completely covered by the concrete cushion layer 2, then a vertical drainage channel 5 and a transverse drainage channel 6 are arranged on the concrete cushion layer 2, when rainwater flows down, the rainwater is filtered through a filter cover 7 and enters the transverse drainage channel 6, flows to the two sides from the transverse drainage channel 6 into the vertical drainage channel 5, and finally is filtered again through a filter screen 8 and then is discharged into the ditch from the vertical drainage channel 5.
Although the present utility model has been described with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements and changes may be made without departing from the spirit and principles of the present utility model.

Claims (5)

1. A trench slope reinforcement device comprising a trench slope body (1), characterized in that: the ditch slope is characterized in that a layer of concrete cushion layer (2) is paved on the slope surface of the ditch slope body (1), a plurality of long anchor rods (3) and short anchor rods (4) are uniformly embedded in the concrete cushion layer (2), the long anchor rods (3) and the short anchor rods (4) are partially inserted into the ditch slope body (1), a plurality of vertical drainage channels (5) are arranged on the concrete cushion layer (2) at equal intervals, a plurality of transverse drainage channels (6) are arranged on the concrete cushion layer (2) from top to bottom at equal intervals, the transverse drainage channels (6) are arranged in a crossing manner and are mutually communicated with the vertical drainage channels (5), water outlets are formed in the upper ends of the transverse drainage channels (6), filter covers (7) are arranged on the water outlets, and filter screen plates (8) are arranged on the vertical drainage channels (5).
2. The trench slope reinforcement device of claim 1, wherein: the long anchor rods (3) and the short anchor rods (4) are alternately arranged from top to bottom in sequence.
3. The trench slope reinforcement device of claim 1, wherein: the long anchor rod (3) and the short anchor rod (4) comprise a rod body (9), a plug (10), an end cover (11) and barbs (12), wherein the plug (10) is arranged at one end of the rod body (9) in the ditch side slope body (1), the end cover (11) is arranged at the other end of the rod body (9), and a plurality of barbs (12) are uniformly arranged on the surface of the rod body (9).
4. The trench slope reinforcement device of claim 1, wherein: the filter cover (7) comprises a cover frame (701), a net body (702) and screws (703), wherein the net body (702) is arranged on the cover frame (701), and the cover frame (701) is fixed on the transverse drainage channel (6) through the screws (703).
5. The trench slope reinforcement device of claim 1, wherein: the vertical drainage channel (5) is provided with a slot which is convenient for inserting the filter screen plate (8).
CN202322122318.4U 2023-08-08 2023-08-08 Ditch slope reinforcement device Active CN220598338U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322122318.4U CN220598338U (en) 2023-08-08 2023-08-08 Ditch slope reinforcement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322122318.4U CN220598338U (en) 2023-08-08 2023-08-08 Ditch slope reinforcement device

Publications (1)

Publication Number Publication Date
CN220598338U true CN220598338U (en) 2024-03-15

Family

ID=90180336

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322122318.4U Active CN220598338U (en) 2023-08-08 2023-08-08 Ditch slope reinforcement device

Country Status (1)

Country Link
CN (1) CN220598338U (en)

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