CN212335908U - Soil and water conservation side slope nursing structure - Google Patents

Abstract

The utility model discloses a soil and water conservation side slope nursing structure, including frame, inside casing, nursing frame and slope protection brick, the inboard of frame is fixed with the inside casing, it has concrete layer to fill between frame and the inside casing, the inboard of inside casing is fixed with the nursing frame, the inboard packing of nursing frame has the gravel layer, the slope protection brick has been placed to the top on gravel layer, it has the ground nail to peg graft in the inboard four corners of frame. The utility model discloses a set up frame, inside casing, nursing frame, slope protection brick, concrete layer, ground nail, solved current side slope nursing structure and did not possess the function of high seepage and the not high problem of stability of current side slope nursing structure.

Description

Soil and water conservation side slope nursing structure

Technical Field

The utility model relates to a soil and water conservation technical field specifically is a soil and water conservation side slope nursing structure.

Background

Soil and water conservation refers to the prevention and treatment measures for soil and water loss caused by natural factors and artificial activities. Since the eighties, a new stage of carrying out comprehensive treatment on water and soil loss by taking a small watershed as a unit is entered. Engineering measures, biological measures and water storage and soil conservation cultivation measures are the main measures for water and soil conservation. By carrying out comprehensive treatment of small watershed, setting up defences layer by layer, saving sections and retaining, increasing surface vegetation, conserving water sources, adjusting microclimate, effectively improving ecological environment and agricultural production basic conditions, reducing natural disasters such as water, drought, sand storm and the like, promoting adjustment of industrial structure, and promoting agricultural production increase and farmer income increase. At present, the water and soil loss in the current river area is serious, especially the water and soil loss on the side slope part is very serious, so a structure capable of nursing the side slope is needed to ensure the water and soil not to be lost, however, the current concrete slope protection is adopted, the surface is smooth, people are easy to lose and fall, or common slope protection bricks are adopted for laying, the stability is not strong, the limitation is large, the requirement in actual use cannot be met, and therefore, the improved technology is urgently needed in the market to solve the problems.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

An object of the utility model is to provide a soil and water conservation side slope nursing structure to solve the problem that proposes in the above-mentioned background art.

(II) technical scheme

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a soil and water conservation side slope nursing structure, includes frame, inside casing, nursing frame and slope protection brick, the inboard of frame is fixed with the inside casing, it has concrete layer to fill between frame and the inside casing, the inboard of inside casing is fixed with the nursing frame, the inboard packing of nursing frame has the gravel layer, the slope protection brick has been placed to the top on gravel layer, the four corners of frame inboard is pegged graft and is had the ground nail.

Preferably, base blocks are welded at four corners of the inner side of the outer frame, and ground nails are inserted into the base blocks.

Preferably, the two sides of the inner frame are welded and fixed with the inner side wall of the outer frame through the cross rods, and the two ends of the inner frame are welded and fixed with the upper end face and the lower end face of the inner side of the outer frame through the vertical rods.

Preferably, the center of the slope protection brick is provided with a diamond-shaped groove, and the inner side of the slope protection brick around the diamond-shaped groove is provided with water leakage holes.

Preferably, first insertion rods are symmetrically fixed to one side of the outer frame in the center, and second insertion rods are symmetrically fixed to the other side of the outer frame in the center.

Preferably, jacks are uniformly formed in two side edges of the outer frame, and through holes are uniformly formed in the inner side of the nursing frame at equal intervals.

(III) advantageous effects

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

(1) the utility model discloses a set up the frame, the inside casing, the nursing frame, the slope protection brick, make the utility model discloses have better side slope nursing structure, it is more stable pleasing to the eye, the water permeability is good, can effectually guarantee soil and water loss, the effectual current side slope nursing structure of having solved does not possess the problem of high seepage function, adopt the mode of frame collocation inside casing, fix on the side slope, cut apart into a plurality of regions in with the inside casing through the nursing frame afterwards, sand stone layer and slope protection brick are laid in the nursing frame, when water is out of date, can carry out the seepage through the rhombus groove on the slope protection brick and the hole that leaks, rethread sand stone layer seepage advances in the side slope and flows back to in the river, and carry out intercommunication through the through-hole in the nursing frame, guarantee that rivers are normal to pass through and not.

(2) The utility model discloses a set up concrete layer, ground nail, make the utility model discloses a structural stability is higher, slippage easily can not, and assurance soil and water that can be better does not run off, the effectual not high problem of stability of having solved current side slope nursing structure the utility model discloses when the installation is fixed, place frame and inside casing on the side slope, utilize the ground nail to go into on foundation block and the side slope to it is fixed with the frame, and through horizontal pole and montant and inside casing welded fastening in the frame, formula welded structure as an organic whole, and at last with concrete placement in frame and inside casing, form concrete layer, further deepen structural stability.

Drawings

FIG. 1 is an overall front view of the present invention;

FIG. 2 is an overall side view of the present invention;

FIG. 3 is a side cross-sectional view of the nursing frame of the present invention;

fig. 4 is a side view of the nursing frame of the present invention.

The reference numbers in the figures are: 1. an outer frame; 2. a cross bar; 3. a first plunger; 4. an inner frame; 5. a care frame; 6. slope protection bricks; 7. a vertical rod; 8. a ground nail; 9. a base block; 10. a second plunger; 11. a water leakage hole; 12. a diamond-shaped groove; 13. a jack; 14. a through hole; 15. a sandstone layer; 16. and a concrete layer.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-4, the present invention provides an embodiment: the utility model provides a soil and water conservation side slope nursing structure, including frame 1, inside casing 4, nursing frame 5 and slope protection brick 6, the inboard of frame 1 is fixed with inside casing 4, frame 1 and inside casing 4 are fixed as the welded type, it has concrete layer 16 to fill between frame 1 and the inside casing 4, it forms concrete layer 16 to pour concrete between inside casing 4 and the frame 1, increase structural stability, increase the dead weight, inside casing 4's inboard is fixed with nursing frame 5, the inboard packing of nursing frame 5 has gravel layer 15, slope protection brick 6 has been placed to gravel layer 15's top, adopt nursing frame 5 to separate the region in inside casing 4, and adopt gravel layer 15 to lay, it lays to cover with slope protection brick 6, the grafting of 1 inboard four corners of frame has ground nail 8, utilize 8 reinforced structure of ground nail to stabilize, can not squint easily.

The inboard four corners welding of frame 1 has base block 9, it has ground nail 8 to peg graft in the base block 9, utilize base block 9 as the carrier, the hole is opened to its inboard, utilize ground nail 8 to pass, fix frame 1 and side slope, horizontal pole 2 and frame 1's inside wall welded fastening is passed through to inside casing 4's both sides, montant 7 and frame 1 inboard up-and-down terminal surface welded fastening are passed through to inside casing 4's both ends, it is fixed with inside casing 4 and frame 1 to adopt the welded mode, and horizontal pole 2 and montant 7's length is unanimous, so frame 1 is unanimous with inside frame 4's inboard side distance, it is fixed to adopt the welding to come holding structure's.

The rhombus groove 12 has been seted up to slope protection brick 6's center department, water leakage hole 11 has been seted up to rhombus groove 12 slope protection brick 6 inboard all around, utilize rhombus groove 12 and water leakage hole 11 to carry out the seepage with the rivers of crossing slope protection brick 6, prevent that the rivers from being detained and keeping away the loss, one side of frame 1 is fixed with first inserted bar 3 with central symmetry, the opposite side of frame 1 is fixed with second inserted bar 10 with central symmetry, adopt the design of first inserted bar 3 and second inserted bar 10, can realize that the grafting between two sets of frames 1 is fixed, guarantee stable in structure, realize the concatenation effect.

Jack 13 has evenly been seted up on the both sides limit of frame 1, and through-hole 14 has been seted up to the even equidistance in inboard of nursing frame 5, utilizes the cooperation of jack 13, makes the concatenation of first inserted bar 3 and second inserted bar 10, can be with two sets of the utility model discloses peg graft fixedly, and the internal diameter of jack 13 is greater than the internal diameter of first inserted bar 3 and second inserted bar 10, realizes nursing frame 5 inboard through-hole 14 and link up, can make the normal seepage of rivers, can not remain, guarantees simultaneously that soil and water does not run off.

The working principle is as follows: when in use, the outer frame 1 and the inner frame 4 are welded and fixed through the cross rods 2 and the vertical rods 7, then the outer frame 1 and the inner frame 4 are laid on the side slope to be maintained, the ground nails 8 are inserted into the base block 9 to fix the outer frame 1 and the side slope, the inner side of the inner frame 4 is fixed with the nursing frame 5, a plurality of grooves with equal size are arranged in the nursing frame 5, firstly, a sandstone layer 15 is laid in the nursing frame 5, then, the slope protection bricks 6 are placed in the nursing frame 5 to finish laying, then, a group of the utility model is taken, the second inserted rod 10 at one side of the outer frame 1 is inserted into the insertion holes 13 in the group of the utility model, simultaneously, the first inserted rod 3 is also inserted into a newly taken group of the utility model, the splicing of the two side slope nursing structures is finished, then, after the whole side slope structure is assembled, a concrete layer 16 is poured between the outer frame 1 and the inner frame 4 to finish the structural, when rivers were gone up the bank protection, rivers leaked down through the hole 11 and the rhombus groove 12 that leak in the inboard gap of nursing frame 5, the slope protection brick 6 to through-hole 14 in the nursing frame 5 link up, thereby leak down water completely, guarantee can not remain the water, can not lead to soil loss to get into the river yet, the effectual soil and water that has guaranteed does not run off.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides a soil and water conservation side slope nursing structure, includes frame (1), inside casing (4), nursing frame (5) and bank protection brick (6), its characterized in that: the inboard of frame (1) is fixed with inside casing (4), it has concrete layer (16) to fill between frame (1) and inside casing (4), the inboard of inside casing (4) is fixed with nursing frame (5), the inboard packing of nursing frame (5) has gravel layer (15), slope protection brick (6) have been placed to the top of gravel layer (15), the four corners grafting of frame (1) inboard has ground nail (8).

2. An soil and water conservation slope care structure as claimed in claim 1, wherein: the inner four corners of the outer frame (1) are welded with base blocks (9), and ground nails (8) are inserted into the base blocks (9).

3. An soil and water conservation slope care structure as claimed in claim 1, wherein: the two sides of the inner frame (4) are welded and fixed with the inner side wall of the outer frame (1) through the cross rods (2), and the two ends of the inner frame (4) are welded and fixed with the upper end face and the lower end face of the inner side of the outer frame (1) through the vertical rods (7).

4. An soil and water conservation slope care structure as claimed in claim 1, wherein: the center of the slope protection brick (6) is provided with a diamond-shaped groove (12), and the inner side of the slope protection brick (6) around the diamond-shaped groove (12) is provided with water leakage holes (11).

5. An soil and water conservation slope care structure as claimed in claim 1, wherein: first inserted bars (3) are symmetrically fixed on one side of the outer frame (1) in the center, and second inserted bars (10) are symmetrically fixed on the other side of the outer frame (1) in the center.

6. An soil and water conservation slope care structure as claimed in claim 1, wherein: jacks (13) are uniformly arranged on two side edges of the outer frame (1), and through holes (14) are uniformly arranged on the inner side of the nursing frame (5) at equal intervals.

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