CN215165721U

CN215165721U - Road side slope reinforcing structure

Info

Publication number: CN215165721U
Application number: CN202121341079.6U
Authority: CN
Inventors: 周承琴
Original assignee: Chongqing Jude Construction Engineering Co ltd
Current assignee: Chongqing Jude Construction Engineering Co ltd
Priority date: 2021-06-16
Filing date: 2021-06-16
Publication date: 2021-12-14
Anticipated expiration: 2031-06-16

Abstract

The utility model relates to a road side slope reinforced structure relates to road construction's technical field, and it includes a plurality of unit frames of splicing each other, the unit frame is enclosed by horizontal frame and vertical frame and establishes the formation, the length direction of vertical frame sets up along the incline direction of side slope, be provided with the drainage passageway on the vertical frame, the drainage passageway sets up along the length direction of vertical frame, the one end that vertical frame is close to the side slope bottom is provided with the outlet, the outlet switches on the inside of unit frame and drainage passageway. This application has the problem that improves road slope ground ponding and lead to intensity to reduce.

Description

Road side slope reinforcing structure

Technical Field

The application relates to the technical field of road construction, in particular to a road side slope reinforcing structure.

Background

When a mountain or a hilly land is encountered in road planning, the road is usually constructed according to the design of the mountain or the hilly land, a side slope is formed on one side close to the mountain or the hilly land, and the side slope is often reinforced in order to reduce the situation that the side slope slides or harms a running vehicle.

The related art is seen in chinese patent with application number 201721857914.5 and discloses a side slope reinforced structure, including horizontal frame and vertical frame, horizontal frame and vertical frame mutually perpendicular, horizontal frame is equipped with the horizontal draw-in groove that the width equals with vertical frame, vertical frame is equipped with the vertical draw-in groove that the width equals with horizontal frame, horizontal frame wears to be equipped with the stock that is located horizontal draw-in groove department, vertical frame be located vertical draw-in groove department and with stock complex through-hole, the stock is equipped with the fixed part rather than fixed.

With respect to the related art among the above, the inventors consider that the following drawbacks exist: ponding easily takes place in the unit frame that horizontal frame and vertical frame formed for the slope foundation is soaked by ponding, reduces slope foundation strength.

SUMMERY OF THE UTILITY MODEL

In order to improve the problem that road side slope ground ponding leads to intensity to reduce, this application provides a road side slope reinforced structure.

The application provides a road slope reinforced structure adopts following technical scheme:

the utility model provides a road slope reinforced structure, includes a plurality of unit frames of splicing each other, the unit frame is enclosed by horizontal frame and vertical frame and establishes the formation, the length direction of vertical frame sets up along the incline direction of side slope, be provided with the drainage passageway on the vertical frame, the length direction of drainage passageway along vertical frame sets up, the one end that vertical frame is close to the side slope bottom is provided with the outlet, the outlet switches on the inside of unit frame and drainage passageway.

Through adopting above-mentioned technical scheme, when taking place ponding in the unit frame, can discharge ponding to the side slope bottom through outlet and drainage channel on the vertical frame, reduce the probability that side slope foundation bubble water intensity reduces.

Optionally, a plurality of blocking columns are arranged at the water outlet of the unit frame, the blocking columns are arranged in parallel to form a gap, the central axis of each blocking column is parallel to the central axis of the vertical frame, and two ends of each blocking column are connected to the side wall of the drainage channel.

Through adopting above-mentioned technical scheme, block that the post can carry out certain the blockking to earth or rubble in the ponding, reduced the probability that drainage channel takes place to block up.

Optionally, the lateral wall of drainage channel is provided with a plurality of joint grooves, the both ends joint that blocks the post is fixed in the joint inslot.

Through adopting above-mentioned technical scheme, because block the post and install in drain outlet department with the mode of joint, the effectual installation convenience that improves and blocks the post.

Optionally, the middle part of one side of the transverse frame, which is far away from the bottom of the side slope, is arranged in a raised manner.

By adopting the technical scheme, because the middle part of the transverse frame far away from one side of the bottom of the side slope is raised, the middle part of the transverse frame far away from one side of the bottom of the side slope is higher than the two ends, so that water flows towards the water outlet at the joint of the transverse frame and the vertical frame more easily.

Optionally, one side of the transverse frame, which is far away from the bottom of the side slope, is provided with a diversion trench, the diversion trench is arranged along the length direction of the transverse frame, the notch of the diversion trench faces the inside of the unit frame, the width of the diversion trench is gradually reduced from the middle part of the transverse frame to the two ends, and the two ends of the diversion trench are communicated with the water outlet.

Through adopting above-mentioned technical scheme, the notch width that the guiding gutter is close to one side of outlet is less than the notch width that the guiding gutter kept away from one side of outlet, has reduced when ponding flows to the earth of side slope the probability of washing away, has reduced the loss of side slope earth.

Optionally, a reserved channel is arranged in the middle of the transverse frame at the bottom of the unit frame, and the reserved channel communicates the interiors of the two vertically adjacent unit frames.

Through adopting above-mentioned technical scheme, when ponding is too much, ponding can be through the reservation passageway in the middle part of the horizontal frame's of the bottom of unit frame upper surface drainage, has reduced drainage channel drainage pressure.

Optionally, one side of the transverse frame, which is far away from the bottom of the side slope, is provided with a water filtering grid.

Through adopting above-mentioned technical scheme, the earth or the rubble landing of side slope may pile up in the guiding gutter, and the drainage grid can block earth or rubble and to the jam of guiding gutter, has improved the result of use of guiding gutter.

Optionally, a side of the transverse frame away from the slope surface is provided with a grille baffle.

Through adopting above-mentioned technical scheme, the grid baffle can play the effect of blockking to the drainage grid, reduces the probability of drainage grid from the inside roll-off of unit frame, has improved drainage grid's installation stability.

In summary, the present application includes at least one of the following beneficial technical effects:

1. when water is accumulated in the unit frame, the accumulated water can be discharged through the water outlet and the drainage channel on the vertical frame, so that the probability of reducing the strength of the foundation caused by the water accumulation in the unit frame of the slope reinforcing structure is reduced;

2. the blocking column at the drainage port can block soil or gravels in the accumulated water to a certain extent, so that the probability of blockage of the drainage channel is reduced.

Drawings

Fig. 1 is a schematic diagram of the overall structure of the present application.

Fig. 2 is a schematic structural diagram of a unit frame.

Description of reference numerals: 1. a unit frame; 11. a transverse frame; 111. a diversion trench; 112. reserving a channel; 113. a grid baffle; 12. a vertical frame; 2. a drainage channel; 21. a clamping groove; 3. a water outlet; 4. a blocking post; 5. a water filtering grid; 6. and (6) slope forming.

Detailed Description

The present application is described in further detail below with reference to figures 1-2.

The embodiment of the application discloses road side slope reinforcing structure. Referring to fig. 1, the road slope reinforcement structure comprises a plurality of unit frames 1, each unit frame 1 is formed by splicing a transverse frame 11 and a vertical frame 12, and a drainage mechanism for reducing accumulated water in the unit frame 1 is arranged in each unit frame 1.

Referring to fig. 1 and 2, a plurality of prefabricated unit frames 1 are spliced and laid on a side slope 6 one by using mortar, a transverse frame 11 and a vertical frame 12 are both in a square columnar structure, the middle part of one side, away from the bottom of the side slope 6, of the transverse frame 11 is raised towards the top of the side slope 6, the length direction of the transverse frame 11 is perpendicular to that of the vertical frame 12, and the transverse frame 11 and the vertical frame 12 are both formed by pouring reinforced concrete; the length direction of the vertical frame 12 is arranged along the inclination direction of the side slope 6, the length direction of the vertical frame 12 is provided with a drainage channel 2, the drainage channel 2 is positioned in the middle of the vertical frame 12, one end of the vertical frame 12, which is close to the bottom of the side slope 6, is provided with a water outlet 3, and the water outlet 3 conducts the inside of the unit frame 1 with the inside of the drainage channel 2; when the unit frame is used, accumulated water in the unit frame 1 can flow into the drainage channel 2 from the drainage port 3, and the drainage channel 2 discharges the accumulated water to the bottom of the side slope 6, so that the probability of damage of the foundation with the side slope 6 soaked with water is reduced; and at the same time, the accumulated water flows more easily toward the drain opening 3 due to the middle portion of the lateral frame 11 being raised.

Referring to fig. 1 and 2, a plurality of blocking columns 4 are arranged at the water outlet 3 of the unit frame 1, the blocking columns 4 are parallel to each other and are arranged at equal intervals, and the length direction of the blocking columns 4 is consistent with the length direction of the vertical frame 12; the unit frame 1 is provided with a plurality of clamping grooves 21 at the water outlet 3, the clamping grooves 21 are arranged in pairs, each pair of clamping grooves 21 is respectively arranged at the end edge of the water outlet 3 along the length direction of the vertical frame 12, two ends of the blocking column 4 are clamped in the clamping grooves 21, and two ends of the blocking column 4 are matched with the clamping grooves 21; during installation, the blocking columns 4 are only required to be clamped in each pair of clamping grooves 21 one by one, and installation convenience of the blocking columns 4 is improved.

When ponding in the unit frame 1 flows towards drainage channel 2, block that post 4 can carry out certain the blockking to the earth or the rubble of side slope 6 landing, reduce earth or rubble and fall into the inside probability of drainage channel 2 to reduce the possibility that drainage channel 2 is blockked up by the rubble.

Referring to fig. 1 and 2, a diversion trench 111 is formed in one side of the transverse frame 11, which is away from the bottom of the side slope 6, the diversion trench 111 is formed along the length direction of the transverse frame 11, an opening of the diversion trench 111 faces the inside of the unit frame 1, the width of the diversion trench 111 is gradually reduced from the middle of the transverse frame 11 to two ends, and an opening of the diversion trench 111, which is located at the end of the transverse frame 11, is communicated with the inside of the drainage outlet 3.

When the side slope washing device is used, the width of the notch on one side, close to the water outlet 3, of the guide groove 111 is smaller than the width of the notch on one side, far away from the water outlet 3, of the guide groove 111, so that the washing probability of soil on the side slope 6 when accumulated water flows is reduced, and the soil on the side slope 6 is not easy to run off.

Referring to fig. 1 and 2, in order to reduce the drainage pressure of the drainage channel 2, a reserved channel 112 is arranged in the middle of the transverse frame 11 at the bottom of the unit frame 1, the central axis of the reserved channel 112 is parallel to the central axis of the vertical frame 12, and the reserved channel 112 conducts the interiors of two vertically adjacent unit frames 1; meanwhile, when the water outlet 3 at the bottom of the unit frame 1 is blocked, the accumulated water can be discharged through the reserve passage 112.

Referring to fig. 1 and 2, a netted water filtering grid 5 is arranged on one side of the diversion trench 111 far away from the bottom of the side slope 6, and the water filtering grid 5 can be made of plastic or stainless steel; the water filtering grille 5 is installed and covered on the notch of the diversion trench 111, and two ends of the water filtering grille 5 are abutted to the water drainage port of the vertical frame 12; since soil or crushed stone on the side slope 6 may slide down and accumulate in the diversion trench 111, the water filtering grille 5 can reduce the probability of blockage of the diversion trench 111 caused by accumulation of soil or crushed stone.

Referring to fig. 1 and 2, in order to improve the installation stability of the water filtering grid 5, a grid baffle 113 is arranged on one side of the transverse frame 11 away from the surface of the side slope 6, the grid baffle 113 is integrally cast with the transverse frame 11 according to construction drawings, and the grid baffle 113 can reduce the probability that the water filtering grid 5 slides out of the unit frame 1, so that the use effect of the water filtering grid 5 is improved.

The implementation principle of a road side slope reinforced structure of the embodiment of the application is: firstly splicing prefabricated unit frames 1 on a side slope 6 one by using mortar according to a construction drawing by a worker; when raining, accumulated water is generated in the unit frame 1, the accumulated water can flow into the drainage channel 2 towards the drainage outlet 3 under the guidance of the diversion trench 111, and then the accumulated water flows to the bottom of the side slope 6 from the drainage channel 2; because the middle part of one side of the transverse frame 11, which is far away from the bottom of the side slope 6, is arranged in a raised way, accumulated water can flow towards the water outlet 3 more easily; meanwhile, the blocking column 4 at the water outlet 3 can reduce the probability that soil and gravels slide into the drainage channel 2, thereby reducing the probability that the drainage channel 2 is blocked; in addition, the water filtering grids 5 at the bottom of the inner side of the unit frame 1 can reduce the probability that the diversion trench 111 is blocked due to the sliding of soil and gravels on the side slope 6.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a road slope reinforced structure, includes a plurality of unit frames (1) of splicing each other, unit frame (1) is enclosed by horizontal frame (11) and vertical frame (12) and is established the formation, the length direction of vertical frame (12) sets up its characterized in that along the incline direction of slope (6): be provided with drainage channel (2) on vertical frame (12), drainage channel (2) set up along the length direction of vertical frame (12), the one end that vertical frame (12) are close to side slope (6) bottom is provided with outlet (3), outlet (3) switch on the inside of unit frame (1) and drainage channel (2).

2. The road slope reinforcement structure according to claim 1, characterized in that: the unit frame is characterized in that a plurality of blocking columns (4) are arranged at the water outlet (3) of the unit frame (1) and are arranged in parallel to form a gap, the central axis of each blocking column (4) is parallel to the central axis of the vertical frame (12), and the two ends of each blocking column (4) are connected to the side wall of the drainage channel (2).

3. The road slope reinforcement structure according to claim 2, characterized in that: the lateral wall of drainage channel (2) is provided with a plurality of joint grooves (21), block the both ends joint of post (4) and be fixed in joint groove (21).

4. The road slope reinforcement structure according to claim 1, characterized in that: the middle part of one side of the transverse frame (11) far away from the bottom of the side slope (6) is arranged in a raised mode.

5. The road slope reinforcement structure according to claim 1, characterized in that: one side that side slope (6) bottom was kept away from in horizontal frame (11) is provided with guiding gutter (111), the length direction setting of horizontal frame (11) is followed in guiding gutter (111), the notch of guiding gutter (111) is inside towards unit frame (1), the width of guiding gutter (111) reduces to both ends from the middle part of horizontal frame (11) gradually, the both ends and outlet (3) intercommunication of guiding gutter (111).

6. The road slope reinforcement structure according to claim 4, characterized in that: the middle part of the transverse frame (11) at the bottom of the unit frame (1) is provided with a reserved channel (112), and the reserved channel (112) communicates the interiors of two vertically adjacent unit frames (1).

7. The road slope reinforcement structure according to claim 1, characterized in that: and a water filtering grid (5) is arranged on one side of the transverse frame (11) far away from the bottom of the side slope (6).

8. The road slope reinforcement structure according to claim 7, characterized in that: and a grid baffle (113) is arranged on one side of the transverse frame (11) far away from the surface of the side slope (6).