CN218861569U

CN218861569U - Ground slope cement reinforced structure

Info

Publication number: CN218861569U
Application number: CN202222874938.9U
Authority: CN
Inventors: 张学; 任冰温; 曹渊东
Original assignee: Huarui Jianyan Tianjin Technology Co ltd
Current assignee: Huarui Jianyan Tianjin Technology Co ltd
Priority date: 2022-10-31
Filing date: 2022-10-31
Publication date: 2023-04-14
Anticipated expiration: 2032-10-31

Abstract

The utility model provides a ground side slope cement reinforced structure belongs to side slope reinforcement technical field, and this ground side slope cement reinforced structure comprises side slope body, fixed establishment and sedimentation tank, and drainage mechanism is equipped with a plurality ofly, and side slope body inclined plane is located to a plurality of drainage mechanism, and it is used for excreting the rainwater, and fixed establishment is equipped with a plurality ofly, and side slope body bottom is located to a plurality of fixed establishment, and it is used for increasing the holistic fixity of side slope body, and the sedimentation tank is fixed in side slope body one side bottom. The utility model discloses in, through the drainage mechanism of design, side slope body inclined surface is located to a plurality of drainage mechanisms, and when rainy day, set up the drainage canal on vertically consolidating the reinforcing bar surface through it, can make the rainwater prolong the drainage canal and fall downwards, keeps off the soil low wall at the rainwater in-process that falls downwards, can block the miscellaneous earth material of rainwater to finally make the rainwater collect in horizontal drainage canal.

Description

Ground slope cement reinforced structure

Technical Field

The utility model belongs to the technical field of the side slope is consolidated, concretely relates to ground side slope cement reinforced structure.

Background

In recent years, with the rapid development of highway construction industry and the increasing of large key engineering projects, slope management is more and more prominent. The slope reinforcement measures which can be adopted at present are many, and include a slope cutting and load reducing technology, a drainage and water interception measure, an anchoring measure, a concrete shear-resistant structure measure, a retaining measure, a slope pressing measure, a plant lattice slope protection, a protective surface and the like, and the principle of comprehensive treatment of the measures is emphasized in the slope treatment engineering so as to strengthen the stability of the slope. However, with the continuous increase of the scale of engineering construction, the height of the side slope is increased, the complexity is increased, the requirements on the side slope treatment technology are higher and higher, and with the development of scientific technology, the side slope treatment technology is further developed and gradually improved.

Application number "CN201820009084.9", states that "a slope reinforcement structure includes: the concrete grouting method comprises the following steps of (1) hanging net reinforcing steel bars, shotcrete and a plurality of horizontal grouting columns; and a plurality of horizontal grouting columns respectively extend into the slope body from the outer side of the slope body along the horizontal direction, the horizontal grouting columns are formed by solidifying cement paste, and the cement paste is infiltrated into soil layers around the horizontal grouting columns.

In the patent, the horizontal grouting columns extend into the slope body from the outer part of the slope body along the horizontal direction, so that a plurality of horizontal grouting columns are distributed on the slope surface at intervals; the net hanging steel bars cover the slope surface and are hung on the horizontal steel perforated pipes; the shotcrete covers the slope surface and the net hanging reinforcing steel bars, so that the working procedures of erecting structural members such as concrete templates and the like, excavating large areas of mountains and the like are omitted during construction, the construction work amount is reduced, and the construction progress is accelerated; and large-scale engineering equipment is not needed, and the required construction site is small.

Above-mentioned patent can form the morals and manners to the surface after long-time the use, and when rainy day, and the rainwater falls to the broken question downwards, can carry a large amount of earth, causes the slope end to pile up for will spend a large amount of time energy again and remove clearance, consuming time and wasting force.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a ground slope cement reinforced structure aims at solving the drainage among the prior art and filtering ponding problem.

In order to achieve the above purpose, the utility model provides a following technical scheme:

a cement reinforced structure for a rock-soil side slope comprises a side slope body;

a plurality of drainage mechanisms are arranged on the slope body inclined plane and used for draining rainwater;

the fixing mechanisms are arranged at the bottom of the side slope body and are used for increasing the overall fixing performance of the side slope body;

and the sedimentation tank is fixed at the bottom of one side of the slope body.

As an optimal scheme, every drainage mechanism is including keeping off native low wall, keeping off native high wall, reinforcement dish, add muscle net, square groove, transversely consolidate the reinforcing bar, vertically consolidate the reinforcing bar, drainage canal and horizontal drainage canal, keep off native low wall and locate consolidate the dish surface, just keep off native low wall open a plurality of have a plurality of recesses and with drainage canal is corresponding, it locates to keep off native high wall side slope body bottom upper surface, vertically consolidate the reinforcing bar and be equipped with a plurality ofly, a plurality of vertically consolidate the reinforcing bar and be fixed in side slope body inclined surface, drainage canal opens and locates vertically consolidate the reinforcing bar surface, horizontal drainage canal locates side slope body bottom upper surface, and with a plurality of drainage canal end connection.

As an optimal scheme of the utility model, every fixed establishment includes supporting leg and barb, the supporting leg is all located four diagonal departments of side slope body bottom lower surface, the barb is equipped with a plurality ofly, and is a plurality of the barb is the annular and is fixed in supporting leg circumferential surface.

As an optimal scheme of the utility model, extend the horizontal direction and follow the side slope body is extended to inside and is run through completely and have a plurality of stock.

As an optimal scheme of the utility model, transversely consolidate the reinforcing bar and be equipped with a plurality ofly, it is a plurality of transversely consolidate the reinforcing bar and a plurality of vertically and horizontally staggered arrangement is consolidated the reinforcing bar vertically.

As a preferred scheme, the reinforced net is equipped with a plurality ofly, and is a plurality of the reinforced net is located side slope body surface, the square groove has been seted up a plurality ofly, every seted up on the square groove a plurality ofly with reinforced net matched with draw-in groove, every the reinforced net with the square groove is fixed in through cement watering side slope body surface.

As an optimized proposal of the utility model, one end of the sedimentation tank is connected with the end part of the transverse drainage channel.

Compared with the prior art, the beneficial effects of the utility model are that:

1. this use is novel, and through the drainage mechanism of design, slope body inclined surface is located to a plurality of drainage mechanism, and when rainy day, set up the drainage canal on vertical reinforcement reinforcing bar surface through it, can make the rainwater prolong the drainage canal and fall downwards, keeps off the soil low wall at the rainwater in-process that falls downwards, can block the miscellaneous earth material of rainwater to finally make the rainwater collect in horizontal drainage canal.

2. This use is novel, through the fixed establishment of design, is equipped with a plurality of fixed establishment through the bottom at the side slope body, makes the holistic fixity reinforcing of side slope body, increase of service life.

3. The utility model discloses in, through setting up the sedimentation tank in side slope body one side, its one end is connected to horizontal drainage canal tip, makes the rainwater flow direction to the sedimentation tank inside, makes the material of rainwater deposit through the sedimentation tank, can be used for other usage with the rainwater, like the vegetation watering.

4. The utility model discloses have the function of drainage, fixed and sediment, it collects three kinds as an organic wholes, makes it become a whole.

Drawings

The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:

fig. 1 is a perspective view of a rock-soil slope cement reinforcing structure in the utility model;

fig. 2 is an exploded view of a rock-soil slope cement reinforced structure in the utility model;

fig. 3 is an axonometric view of a rock-soil slope cement reinforced structure in the utility model;

fig. 4 is the utility model provides a ground slope cement reinforced structure's rear view.

In the figure: 1. a side slope body; 2. a square groove; 3. reinforcing the disc; 4. supporting legs; 5. a barb; 6. a soil retaining low wall; 7. a soil retaining high wall; 8. adding a rib net; 9. an anchor rod; 10. transversely reinforcing steel bars; 11. longitudinally reinforcing steel bars; 12. a drainage channel; 13. a sedimentation tank; 14. a transverse drainage channel.

Detailed Description

The technical solution in the embodiment of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiment of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by those skilled in the art without making creative efforts based on the embodiments of the present invention belong to the protection scope of the present invention.

Example 1

Referring to fig. 1-4, the present invention provides the following technical solutions:

a rock soil slope cement reinforced structure, it comprises slope body 1, fixed establishment and sedimentation tank 13, specifically as follows explanation:

referring to fig. 4, a plurality of anchor rods 9 are arranged, and the plurality of anchor rods 9 extend to the inside from the outside of the slope body 1 in the horizontal direction and completely penetrate through the slope body, so that the cohesive force and the internal friction angle of the surrounding rock body are improved, and the separation of the rock-soil body from the original body is limited.

Referring to fig. 1, a plurality of transverse reinforcing steel bars 10 are provided, and the plurality of transverse reinforcing steel bars 10 and the plurality of longitudinal reinforcing steel bars 11 are arranged in a crisscross manner, so that the stability of the rock-soil slope and the overall beauty are realized.

Please refer to fig. 2, the ribbed net 8 is provided with a plurality of ribbed nets 8, the ribbed nets 8 are arranged on the surface of the side slope body 1, the square grooves 2 are provided with a plurality of grooves, each square groove 2 is provided with a plurality of clamping grooves matched with the ribbed net 8, each ribbed net 8 and the square groove 2 are fixed on the surface of the side slope body 1 by cement pouring, so that the adhesiveness to rock soil is realized, the anti-aging performance is enhanced, and the serious water and soil loss caused by the rainwater in the scouring process is prevented.

Referring to fig. 1, one end of the sedimentation basin 13 is connected to an end of the transverse drainage channel 14, and through the connection between the two, when water on the drainage channel 12 is collected on the transverse drainage channel 14, the water flows into the sedimentation basin 13 through the transverse drainage channel 14, so that rainwater can be settled for irrigating vegetation.

Referring to fig. 1 and 2, a plurality of drainage mechanisms are provided, the plurality of drainage mechanisms are provided on an inclined surface of the side slope body 1 and are used for draining rainwater, specifically, each drainage mechanism includes a soil retaining low wall 6, a soil retaining high wall 7, a reinforcing disc 3, a plurality of longitudinal reinforcing steel bars 11, a drainage channel 12 and a transverse drainage channel 14, the soil retaining low wall 6 is provided on a surface of the reinforcing disc 3, the soil retaining low wall 6 is provided with a plurality of grooves corresponding to the drainage channel 12, the soil retaining high wall 7 is provided on an upper surface of a bottom of the side slope body 1, the plurality of longitudinal reinforcing steel bars 11 are fixed on the inclined surface of the side slope body 1, the drainage channel 12 is provided on the surface of the longitudinal reinforcing steel bars 11, and the transverse drainage channel 14 is provided on the upper surface of the bottom of the side slope body 1 and is connected to end portions of the plurality of drainage channels 12.

In this embodiment, through keeping off soil low wall 6 and opening a plurality of recesses and corresponding with drainage channel 12, can realize excreting in real time, prevent that a large amount of rainwash from making ground slope soil loose, cause soil erosion and water loss.

The utility model discloses a theory of operation and use flow: through the crisscross arrangement between a plurality of horizontal reinforcement reinforcing bars 10 and a plurality of vertical reinforcement reinforcing bars 11, make ground slope surface be square support, more firm, later through the completion after in a plurality of horizontal reinforcement reinforcing bars 10 and a plurality of vertical reinforcement reinforcing bars 11 between square lay with muscle net 8 and form a fixed square piece, then water cement, later at vertical reinforcement reinforcing bars 11 surface seting up drainage canal 12, end connection is to horizontal drainage canal 14 and circulate to the inside sediment of sedimentation tank 13, for the watering.

Finally, it should be noted that: although the present invention has been described in detail 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 above, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. The utility model provides a ground slope cement reinforced structure which characterized in that includes:

a slope body (1);

a plurality of drainage mechanisms are arranged on the inclined surface of the side slope body (1) and used for draining rainwater;

the fixing mechanisms are arranged at the bottom of the side slope body (1) and are used for increasing the overall fixing performance of the side slope body (1);

and the sedimentation tank (13) is fixed at the bottom of one side of the side slope body (1).

2. A cement reinforced structure for a rock-soil side slope according to claim 1, wherein each of the drainage mechanisms comprises a soil-retaining low wall (6), a soil-retaining high wall (7), a reinforcement net (8), a square groove (2), a reinforcing disc (3), a transverse reinforcing steel bar (10), a longitudinal reinforcing steel bar (11), a drainage channel (12) and a transverse drainage channel (14), the soil-retaining low wall (6) is disposed on the surface of the reinforcing disc (3), the soil-retaining low wall (6) is provided with a plurality of grooves corresponding to the drainage channel (12), the soil-retaining high wall (7) is disposed on the upper surface of the bottom of the side slope body (1), the longitudinal reinforcing steel bar (11) is provided with a plurality of grooves, the longitudinal reinforcing steel bar (11) is fixed on the inclined surface of the side slope body (1), the drainage channel (12) is opened on the surface of the longitudinal reinforcing steel bar (11), and the transverse drainage channel (14) is disposed on the upper surface of the bottom of the side slope body (1) and connected with the end of the drainage channel (12).

3. The cement reinforced structure for the rock-soil slope according to claim 2, wherein each fixing mechanism comprises a supporting leg (4) and a barb (5), the supporting legs (4) are arranged at four diagonal positions of the lower surface of the bottom of the slope body (1), the barbs (5) are arranged in a plurality, and the barbs (5) are annularly fixed on the circumferential surface of the supporting legs (4).

4. A cement reinforced structure for rock-soil side slopes according to claim 3, characterized in that a plurality of anchor rods (9) extend from the outside to the inside of the slope body (1) in the horizontal direction and completely penetrate through the slope body.

5. The cement reinforced structure for the geotechnical slope according to claim 4, wherein a plurality of the transverse reinforcing steel bars (10) are provided, and a plurality of the transverse reinforcing steel bars (10) and a plurality of the longitudinal reinforcing steel bars (11) are arranged in a crisscross manner.

6. The rock-soil side slope cement reinforcing structure according to claim 5, characterized in that, the reinforcement net (8) is provided with a plurality of reinforcement nets (8) which are provided on the surface of the side slope body (1), the square grooves (2) are provided with a plurality of grooves, each square groove (2) is provided with a plurality of clamping grooves matched with the reinforcement net (8), and each reinforcement net (8) and the square groove (2) are fixed on the surface of the side slope body (1) by cement irrigation.

7. A cement reinforced structure for rock-soil side slopes according to claim 6, characterized in that one end of said sedimentation basin (13) is connected with the end of said lateral drainage channel (14).