CN210797432U

CN210797432U - Water conservancy river course bank protection

Info

Publication number: CN210797432U
Application number: CN201921184063.1U
Authority: CN
Inventors: 冉尧; 骆弟江; 周兵高
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-07-26
Filing date: 2019-07-26
Publication date: 2020-06-19
Anticipated expiration: 2029-07-26

Abstract

The utility model discloses a water conservancy river course revetment, including slide and collection mud frame, the slide is located the domatic of river course both sides and is formed by concrete placement, the slide is two at least and sets up side by side along domatic length direction even interval, the slide top extends to the top of the slope, the bottom extends to in the river course, collection mud frame level sets up on domatic middle and lower part and the opening up, even interval is equipped with a plurality of water holes on the framework of collection mud frame, collection mud frame is equipped with the slider that can slide in the slide towards domatic side middle part, be fixed with wire rope on the slider, the wire rope other end sets up on the hoist engine, the hoist engine is fixed on the slope top surface, the vertical fender that is provided with of slide on the slope top surface and deviating from the river course; the slope protection can prevent soil and plants on the slope surfaces at two sides of the river channel from being washed into river water of the river channel by rainwater to pollute the river water.

Description

Water conservancy river course bank protection

Technical Field

The utility model relates to a hydraulic engineering technical field, in particular to water conservancy river bank protection.

Background

Hydraulic engineering is the surface water and the groundwater that are used for controlling and allotment nature, reaches the earth's surface water and the groundwater that remove the evil and promote the interest purpose and the engineering of building, also is called water engineering, and water is the essential valuable resource of mankind production and life, but its natural state that exists does not accord with mankind's needs completely, like flood, the river course both sides generally all have the slope body, plant the afforestation environment on the domatic of slope body, after the rainwater erodees the infiltration, can cause a large amount of earth and plant to get into and pollute river in the river course, the utility model provides a water conservancy river course bank protection can not only strengthen the stability of the river course both sides slope body, can also intercept plant and earth and can avoid it to get into and pollute river in the river.

SUMMERY OF THE UTILITY MODEL

In view of this, the utility model aims at providing a water conservancy river course bank protection can avoid the domatic earth in river course both sides and plant to be washed into the river in river course by the rainwater and pollute the river.

The utility model aims at realizing through the following technical scheme:

water conservancy river bank protection, including slide and collection mud frame, the slide is located the domatic of river course both sides and is formed by concrete placement, the slide is two at least and sets up side by side along the even interval of domatic length direction, the slide top extends to the hillside top, and the bottom extends to in the river course, collection mud frame level sets up in domatic middle and lower part and opening up, even interval is equipped with a plurality of water holes of crossing in the framework of collection mud frame, collection mud frame is equipped with the gliding slider in the slide towards domatic side middle part, be fixed with wire rope on the slider, the wire rope other end sets up on the hoist engine, the hoist engine is fixed on the slope body top surface, the vertical fender that is provided with in river course side of slide on the slope body top surface.

Further, a water accumulation groove with an upward opening is arranged on the upper portion of the slope surface, the water accumulation groove is formed by pouring concrete, the middle portion of the water accumulation groove is communicated with the diversion trench, the diversion trench is vertically arranged on the slope surface and formed by pouring concrete, and the free end of the diversion trench is located above the mud collection frame.

Further, the top surface of the mud collecting frame towards the slope side gradually inclines towards the slope from bottom to top.

Furthermore, the slide way is I-shaped in the transverse section, and the corresponding slide block is I-shaped in the transverse section.

Furthermore, a stone cushion layer is paved on the slope, a sand stone cushion layer is paved on the stone cushion layer, a separation layer is paved on the sand stone cushion layer, planting sand layers are paved on the separation layer, and concrete block cushion layers are paved on the planting sand layers at intervals.

The utility model has the advantages that:

the utility model discloses a water conservancy river course bank protection through lower part setting album mud frame in the side slope, collects the soil and the plant that the rainwater washout got off, starts the hoist engine after the certain time and will gather mud frame and pull to the top of the slope and pour earth and plant, fixes album mud frame at last and continues to collect earth and plant on domatic, can strengthen the stability of the slope body through the slide that sets up concrete placement.

Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention. The objectives and other advantages of the invention may be realized and attained by the means of the instrumentalities and/or combinations particularly pointed out in the appended claims.

Drawings

In order to make the objects, technical solutions and advantages of the present invention clearer, the present invention will be further described in detail with reference to the accompanying drawings, in which:

fig. 1 is a side sectional view of the present invention.

Fig. 2 is a front view of the present invention.

Fig. 3 is a cross sectional view of the slope surface of the present invention.

Detailed Description

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. It should be understood that the preferred embodiments are for purposes of illustration only and are not intended to limit the scope of the present invention.

As shown in fig. 1-3, a water conservancy river slope protection comprises a slide way 1 and a mud collecting frame 2, wherein the slide way 1 is positioned on the slope surface at two sides of the river and is formed by pouring concrete, at least two slide ways 1 are arranged side by side at equal intervals along the length direction of the slope surface, the length direction of the slope surface is the flowing direction of river water, the top end of the slide way 1 extends to the top of the slope, the bottom end of the slide way 1 extends into the river channel 3, the mud collecting frame 2 is horizontally arranged on the middle lower part of the slope surface and has an upward opening, a plurality of water passing holes are uniformly arranged on the frame body of the mud collecting frame 2 at intervals to retain intercepted mud and plants in the frame body so as to lead water to flow away from the water passing holes, a slide block 4 capable of sliding in the slide way 1 is arranged towards the middle part of the slope surface side of the mud collecting frame 2, a steel wire rope 5 is fixed on the slide block 4, the other end of the steel wire rope, debris such as silt can be avoided getting into the interior jam slide of slide through setting up fender 8, and collection mud frame 2 is upper portion open-ended square frame shape, and it deviates from the river course side and hugs closely domatic.

Be equipped with the ponding groove 9 that the opening is up on domatic upper portion, ponding groove 9 is formed by concrete placement, and ponding groove 9 middle part is linked together with diversion trench 10, and diversion trench 10 is vertical to be set up on domatic and is formed by concrete placement, diversion trench 10 free end is located album mud frame 2 tops, and ponding groove 9 collects the top of slope sewage to introduce collection mud frame 2 by diversion trench 10 and filter, can avoid the rainwater directly to erode domatic.

The top surface of the mud collecting frame 2 facing the slope surface side is gradually inclined towards the slope surface from bottom to top, so that sewage can be more conveniently introduced into the mud collecting frame 2.

Preferably, the slide way 1 is i-shaped in the transverse section, the corresponding slide block 4 is i-shaped in the transverse section, the slide way 1 can also be square in the transverse section and can be slotted towards the river channel side, and the slide block 4 is a roller rolling in the slide way.

Domatic upper berth is equipped with stone bed course 21, stone bed course 21 upper berth is equipped with grit bed course 22, grit bed course 22 upper berth is equipped with separate layer 23, separate layer 23 upper berth is equipped with plants sand layer 24, concrete block bed course 25 has been laid to planting sand layer 24 upper berth interval, stone bed course 21 and grit bed course 22 multiplicable slope's fastness and stability, separate layer 23 can avoid the grit to get into and plant sand layer 24, it is used for planting the plant to plant sand layer 24, concrete layer can improve the fastness of the slope.

Finally, the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting, and although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions, and all of them should be covered by the scope of the claims of the present invention.

Claims

1. Water conservancy river course bank protection, its characterized in that: including slide and collection mud frame, the slide is located the domatic of river course both sides and is formed by concrete placement, the slide is two at least and sets up side by side along the even interval of domatic length direction, the slide top extends to the top of slope, and the bottom extends to in the river course, collection mud frame level sets up on domatic middle and lower part and opening up, even interval is equipped with a plurality of water holes of crossing in the framework of collection mud frame, collection mud frame is equipped with towards domatic side middle part can be gliding slider in the slide, be fixed with wire rope on the slider, the wire rope other end sets up on the hoist engine, the hoist engine is fixed on the slope top surface, the slide deviates from the vertical fender that is provided with in river course side on the slope top surface.

2. The water conservancy river bank protection of claim 1, characterized in that: the water collecting tank is arranged on the upper portion of the slope surface, the opening of the water collecting tank is upward, the middle of the water collecting tank is communicated with the diversion trench, the diversion trench is vertically arranged on the slope surface and is formed by pouring concrete, and the free end of the diversion trench is located above the mud collecting frame.

3. The water conservancy river bank protection of claim 1 or 2, characterized in that: the top surface of the mud collecting frame facing the slope surface gradually inclines towards the slope surface from bottom to top.

4. The water conservancy river bank protection of claim 1, characterized in that: the slide way is I-shaped in the transverse section, and the corresponding slide block is I-shaped in the transverse section.

5. The water conservancy river bank protection of claim 1, characterized in that: the slope is paved with a stone cushion layer, the stone cushion layer is paved with a sand stone cushion layer, the sand stone cushion layer is paved with a separation layer, a planting sand layer is paved on the separation layer, and concrete block cushion layers are paved on the planting sand layer at intervals.