CN214783658U - Revetment of dry masonry - Google Patents

Abstract

The utility model relates to a hydraulic engineering field especially relates to a dry masonry revetment, wall body including a plurality of crisscross settings, a plurality of space between the wall body is for range upon range of chamber, and slope body diapire does the diapire in range upon range of chamber, range upon range of intracavity is provided with buffer layer and stone sheath, the buffer layer is located stone sheath below, the buffer layer includes vegetable layer and gravel layer, the vegetable layer includes soil and buries the plant seed in soil underground, gravel layer lays in range upon range of chamber bottom. This application has the effect that improves slope body structural strength.

Description

Revetment of dry masonry

Technical Field

The application relates to the field of hydraulic engineering, especially, relate to a dry masonry revetment.

Background

Hydraulic engineering refers to various kinds of engineering which are built for the purpose of controlling, regulating and utilizing ground water and underground water in nature to achieve the purpose of removing harmful substances and benefiting. The method mainly comprises the steps of building dykes, reservoirs, water gates, storage stagnation, flood diversion areas, drainage systems and the like. The dike is a water retaining structure built on two sides of a river, around a lake, at the edge of a beach of a sea (bank) and at the outer edge of a backwater area of a reservoir, and is a main engineering facility for flood control, moisture protection and wave protection.

In view of the above-mentioned related technologies, the inventor thinks that in the conventional embankment engineering, a clitoris is scattered on a slope body to be stacked or stones are embedded to form a stone protection slope, but in some heavy rainfall weather, the stone protection slope can be subjected to water and soil loss to cause landslide, so that the structural stability of the stone protection slope is influenced and needs to be improved.

SUMMERY OF THE UTILITY MODEL

In order to further improve the structural strength of the slope body, this application provides a dry masonry bank protection.

The application provides a pair of dry masonry revetment adopts following technical scheme:

the utility model provides a dry masonry slope protection, includes a plurality of crisscross wall bodies that set up, and is a plurality of space between the wall body is range upon range of chamber, and sloping body diapire does the diapire in range upon range of chamber, range upon range of intracavity is provided with buffer layer and stone sheath, the buffer layer is located stone sheath below, the buffer layer includes vegetable layer and gravel layer, vegetable layer includes soil and buries the plant seed in soil underground, gravel layer lays in range upon range of chamber bottom.

Through adopting above-mentioned technical scheme, be located the vegetable layer of range upon range of intracavity, plant roots wherein can become two by one gradually branching in growing, two become four, at last along soil and soil, the gap between stone and the stone is more bored and is gone down, tightly pins soil at last, forms "day net", thereby the effectual structural stability who improves whole buffer layer, the condition of soil erosion and water loss appears in the body of avoiding the slope, thereby improve the structural strength of the body of slope, and further strengthen overall structure's heat preservation water proof ability through the grit layer.

Optionally, a plurality of barrier strips are arranged in the stacking cavity, and the barrier strips are horizontally arranged and used for improving the stability of the buffer layer.

Through adopting above-mentioned technical scheme, the blend stop can separate into a plurality of regions with the grit layer, and is carrying out the laying during operation on grit layer, and the blend stop can effectually avoid the grit layer to take place to slide, ensures the even degree on grit layer to the staff of being convenient for lays the grit layer.

Optionally, the stone protection layer comprises a net frame and stones located in the net frame.

Through adopting above-mentioned technical scheme, adopt the net frame to carry on spacingly to the stone, guarantee the structural strength of stone sheath, avoid the stone sheath to take place to damage to the structural strength of dry masonry stone bank protection has been improved.

Optionally, the frame is set to green.

Through adopting above-mentioned technical scheme, set up the screen frame into green, can further increase the aesthetic measure of stone sheath, build the scene of a vigorous and environmental protection, improved the practicality of whole device.

Optionally, the stone block is cobblestones.

Through adopting above-mentioned technical scheme, the surface of cobblestone is level and smooth relatively, when the staff walked on the dry masonry bank protection, comfort level when can improving the walking, and the acquisition of cobblestone is also easy relatively, has further improved the practicality of integrated device.

Optionally, the wall body up end is provided with the stopper, the stopper is used for conflicting the net frame deviates from the one side of range upon range of chamber diapire.

Through adopting above-mentioned technical scheme, adopt the stopper to contradict the screen frame up end to effectually prevent that the stone sheath from taking place to rock, thereby guaranteed the structural stability of whole dry masonry stone bank protection.

Optionally, a geotextile layer is arranged between the gravel layer and the bottom wall of the stacking cavity.

By adopting the technical scheme, the geotechnical cloth layer can effectively reduce water and soil loss, and the condition that water leakage causes pollution to a water source is avoided, so that the anti-seepage capability of the whole device is improved.

Optionally, a plurality of vent holes are arranged on the wall body in a penetrating manner.

Through adopting above-mentioned technical scheme, the communication between a plurality of range upon range of chambeies can be realized to the air vent to make the water that is in range upon range of intracavity of slope body top can flow into the range upon range of intracavity of below by the through-hole.

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

by arranging the vegetation layer and the sandstone layer, the condition of water and soil loss of the slope body is avoided through the plant root system, so that the structural strength of the slope body is improved, and the heat-insulating and water-resisting capacity of the whole structure is further enhanced through the sandstone layer;

by arranging the barrier strips, when the gravel layer is laid, the barrier strips can effectively prevent the gravel layer from sliding, ensure the uniformity of the gravel layer and improve the working efficiency of the gravel layer laying work;

through setting up the stopper to make the stopper contradict the net frame up end, thereby effectually prevent that the stone sheath from taking place to rock, thereby guaranteed the structural stability of whole dry masonry stone bank protection.

Drawings

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

Fig. 2 is a cross-sectional view of an embodiment of the present application.

Description of reference numerals: 1. a wall body; 11. a lamination chamber; 12. a vent hole; 13. blocking strips; 14. a limiting block; 2. a buffer layer; 21. a vegetable layer; 22. a sandstone layer; 23. geotextile; 3. a stone sheath layer; 31. a screen frame; 32. and (4) a stone block.

Detailed Description

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

The embodiment of the application discloses laid dry stone bank protection refers to fig. 1, fig. 2, including a plurality of walls 1 of shaping on the river course slope body. The length direction of a plurality of wall bodies 1 sets up each other in a staggered way to form a plurality of range upon range of chambeies 11, slope body surface is the diapire that ranges upon range of chamber 11, and lays buffer layer 2 and stone sheath 3 by supreme down in proper order in range upon range of chamber 11, thereby constitutes a complete dry masonry bank protection.

Referring to fig. 1 and 2, a plurality of vent holes 12 are formed through a wall 1, and the length direction of the vent holes 12 is perpendicular to the end surface of the wall 1, so that the plurality of stacked chambers 11 are communicated with each other through the plurality of vent holes 12. Many blend stops 13 of subaerial fixedly connected with in the range upon range of chamber 11, the length direction level of blend stop 13 sets up and many blend stops 13 set up along the direction of height equidistance interval of the slope body, and blend stop 13 can further improve the stable in structure of buffer layer 2 and whole dry masonry stone bank protection.

Referring to fig. 1 and 2, the cushion layer 2 includes a vegetation layer 21 and a sandstone layer 22, the vegetation layer 21 is located above the sandstone layer 22, a plurality of geotextiles 23 are laid between the cushion layer 2 and the ground, and the plurality of geotextiles 23 are respectively located between the plurality of barrier strips 13. The vegetation layer 21 includes soil rich in nutrients and plant seeds buried in the soil. Gravel layer 22 is laid for the grit and forms, and gravel layer 22 improves the water absorption and the thermal-insulated ability of whole dry masonry bank protection through self characteristic.

Referring to fig. 1 and 2, the stone sheath 3 includes a net frame 31 and a stone block 32 disposed in the net frame 31. The net frame 31 is a frame made of iron, the shape of the net frame 31 is the same as that of the laminated cavity 11, and the surface of the net frame 31 is coated with green antirust paint, so that the attractiveness of the whole net frame 31 is enhanced, the stone blocks 32 are cobblestones, the cobblestone cost is low, the abrasion of the cobblestones to the net frame 31 is far less than that of the common stone blocks 32 to the net frame 31, and the service life of the net frame 31 is further prolonged. In addition, wall body 1 up end shaping has stopper 14, and stopper 14 is extended to the both sides level of wall body 1 by wall body 1 top, thereby stopper 14 conflicts net frame 31 up end and avoids net frame 31 to break away from by range upon range of intracavity 11, has guaranteed whole stone sheath 3's stability.

The implementation principle of the embodiment of the application is as follows: when the construction work of the dry masonry revetment is carried out, vent holes 12 are formed in the wall body 1, so that the stacked cavities 11 are communicated, geotextile 23 is laid on the ground inside the stacked cavities 11, and gravel is laid on the geotextile 23 to form a gravel layer 22. In the laying work of the gravel layer 22, the barrier strips 13 can prevent gravel from being accumulated at the position below the slope body, so that the construction efficiency of the gravel layer 22 in the laying process is effectively improved.

Subsequently, the vegetation layer 21 is laid on the sandstone layer 22, and after the vegetation layer 21 is laid, the stone sheath layer 3 is embedded above the vegetation layer 21, so that the stone sheath layer 3 can effectively play a role in protecting a slope. And finally, a limiting block 14 is piled on the upper end face of the wall body 1, so that the stone protection layer 3 is prevented from being separated from the dry-laid stone protection slope, and the stability of the whole structure is ensured. Through the combined action of buffer layer 2 and vegetation layer 21, avoid the condition that soil erosion and water loss appears in the dry masonry bank protection.

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 (8)

1. The utility model provides a dry masonry revetment, includes a plurality of wall body (1) that crisscross set up, a plurality of space between wall body (1) is range upon range of chamber (11), and slope body surface does the diapire in range upon range of chamber (11), its characterized in that: be provided with buffer layer (2) and stone sheath (3) in range upon range of chamber (11), buffer layer (2) are located stone sheath (3) below, buffer layer (2) are including vegetation layer (21) and sandstone layer (22), vegetation layer (21) include soil and bury the plant seed in soil underground, sandstone layer (22) lay in range upon range of chamber (11) bottom.

2. The dry masonry slope protection according to claim 1, wherein: be provided with many blend stops (13) in range upon range of chamber (11), blend stop (13) level setting just is used for improving the stability of buffer layer (2).

3. The dry masonry slope protection according to claim 1, wherein: the stone protection layer (3) comprises a net frame (31) and stones (32) positioned in the net frame (31).

4. The dry masonry slope protection according to claim 3, wherein: the screen frame (31) is set to green.

5. The dry masonry slope protection according to claim 3, wherein: the stone block (32) is cobblestone.

6. The dry masonry slope protection according to claim 3, wherein: wall body (1) up end is provided with stopper (14), stopper (14) are used for conflicting screen frame (31) deviate from the one side of range upon range of chamber (11) diapire.

7. The dry masonry slope protection according to claim 1, wherein: and geotextile (23) is arranged between the sand stone layer (22) and the bottom wall of the stacking cavity (11).

8. The dry masonry slope protection according to claim 1, wherein: a plurality of vent holes (12) are arranged on the wall body (1) in a penetrating mode.

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