CN219527515U - Prevent gardens revetment bearing structure that collapses - Google Patents

Abstract

The utility model relates to an anti-collapse garden revetment supporting structure, which belongs to the field of garden revetment engineering and comprises a supporting steel plate, wherein a plurality of foundation piles are arranged on the lower side of the supporting steel plate, the foundation piles are fixed in soil on the lower side of a river bank, a strip stone is arranged on the upper sides of the foundation piles, the supporting steel plate is connected with the foundation piles through the strip stone, a vertical plate of the supporting steel plate is abutted to a river dike, a wall body is arranged on one side, away from the river dike, of the supporting steel plate, a top plate is arranged on the upper side of the supporting steel plate and is level with the upper side of the river bank, a fixing bolt is arranged on the top plate, and the fixing bolt is inserted into the soil on the upper side of the river bank. The utility model has the effect of enhancing the stability and firmness of the garden revetment.

Description

Prevent gardens revetment bearing structure that collapses

Technical Field

The utility model relates to the field of garden revetment engineering, in particular to an anti-collapse garden revetment supporting structure.

Background

The garden revetment is a structure arranged at the junction of the edge of a garden water body and land to stabilize the wall of the garden water body and protect the lake shore from being washed or flooded. The garden revetments can be divided into two types according to the section shape. For large water bodies, large wind waves, water bodies with large water level change and water bodies in gardens with basically regular layout, whole-form direct revetments are often adopted, and stone, bricks, concrete or the like are used for building and shaping wall bodies of the quay walls. For small water bodies, small parts of large water bodies and water bodies with stable water levels in gardens with natural layout, natural mountain and stone revetments or gentle slope revetments with vegetation are often adopted. The natural mountain Dan Boan can be made into rock, cliff, cave and the like, and adopts the forms of upward extending, downward retracting, flat picking, high suspending and the like.

For the related technology, whether the natural revetments are piled up by stones or poured wall type revetments, after a long time, due to the impact of water flow and the penetration of the water flow into the soil of the revetments, the soil at the revetments can loosen and slide down, and the sliding soil extrudes stones or walls for a long time, so that collapse is easy to cause.

Disclosure of Invention

In order to enhance stability and firmness of a garden revetment, the utility model provides an anti-collapse garden revetment supporting structure.

The utility model provides an anti-collapse garden revetment supporting structure which adopts the following technical scheme:

the utility model provides a gardens revetment bearing structure prevents collapsing, including the supporting steel plate that is L type, the supporting steel plate downside is provided with a plurality of foundation piles, foundation pile is fixed in the soil of river bank downside, a plurality of foundation pile upside are provided with the strip stone jointly, the supporting steel plate passes through the strip stone to be connected with the foundation pile, the vertical board butt of supporting steel plate is in river levee, supporting steel plate keeps away from river levee one side and is provided with the wall body, the supporting steel plate upside is provided with the roof, roof and river bank upside parallel and level, the roof is provided with fixing bolt, fixing bolt inserts in the soil of river bank upside.

Through adopting above-mentioned scheme, during on-the-spot operation, at first, drive the foundation pile into the river bank bottom, pour the strip stone in foundation pile top again, reach the effect of surfacing, so that the installation support steel sheet, pour the support steel sheet in strip stone top through the concrete, the support steel sheet is the extrusion that L type setting can effectual support river bank soil, the support steel sheet keeps stable under foundation pile and soil dead weight combined action, the probability that the rivers permeated can be reduced to the support steel sheet simultaneously, the loose condition of collapsing under the soaking of river bank soil in rivers has been improved, the support steel sheet upside is provided with the roof, the stability of revetment can be strengthened to the roof, prevent behind the support steel sheet soil loss, overall structure is firm stable, be favorable to improving the long-time use of revetment and appear the condition of collapsing.

Preferably, the support steel plate is provided with a settlement joint.

By adopting the scheme, the foundation pile is inserted into the soil, and the situation of slight sinking possibly occurs in the long-time supporting process, and the settlement joint can be used for compensating the situation of uneven settlement change of the foundation pile.

Preferably, the support steel plate is provided with expansion joints, the expansion joints are arranged at intervals of 10-25m, and the width of each expansion joint is 20-30mm at the top of the shore to be close to the water surface.

By adopting the scheme, the expansion joint is arranged on the support steel plate, the condition that the support steel plate is broken due to temperature difference change can be improved, the top of the expansion joint bank is close to the water surface, so that a tourist can approach the water surface, and water storage is plump and plump.

Preferably, one side of the wall body far away from the river levee is arranged in a trapezoid step shape.

By adopting the scheme, the water level height is correspondingly changed greatly due to different precipitation in different seasons, and the wall body is arranged to be trapezoid, so that the water level change in different seasons can be adapted.

Preferably, the top plate is provided with a plurality of pouring holes.

Through adopting above-mentioned scheme, after installing the roof, pour the concrete in to pouring the downthehole clearance in order to pack the river bank slope, make the roof more firm.

Preferably, the upper side of the top plate is paved with a grass.

Through adopting above-mentioned scheme, through lay the grass to the roof on, can beautify the water bank line, improve the pleasing to the eye of gardens revetment.

Preferably, a plurality of gravel blocks are filled between the foundation piles.

Through adopting above-mentioned scheme, the rubble piece is piled up between a plurality of foundation piles, extrudees each other with the foundation pile and supports, can be used for keeping the stability of foundation pile.

In summary, the utility model has the following beneficial effects:

1. during site operation, foundation piles are driven into the bottom of a river bank, strip stones are poured above the foundation piles, the effect of leveling the surface is achieved, so that support steel plates are installed, the support steel plates are poured above the strip stones through concrete, the support steel plates are arranged in an L-shaped mode and can effectively support extrusion of soil of the river bank, the support steel plates are kept stable under the combined action of the foundation piles and soil dead weight, meanwhile, the probability of water flow infiltration can be reduced by the support steel plates, the condition that the soil of the river bank loosens and collapses under the soaking of water flow is improved, a top plate is arranged on the upper side of the support steel plates, the stability of the revetment can be enhanced, soil loss after the support steel plates is prevented, the whole structure is firm and stable, and the condition that the revetment collapses during long-time use is improved;

2. the foundation pile is inserted into the soil, and in the long-time supporting process, a slight sinking condition possibly occurs, and the settlement joint can be used for compensating the condition of uneven settlement change of the foundation pile; the expansion joint is formed in the support steel plate, so that the condition that the wall body is broken due to temperature difference change can be improved, the top of the expansion joint is close to the water surface, a tourist can conveniently approach the water surface, and water storage is plump and plump;

3. as the precipitation amount is different in different seasons, the water level height is correspondingly changed greatly, and the wall body is arranged in a trapezoid step shape so as to adapt to the water level change in different seasons.

Drawings

FIG. 1 is a schematic structural view of an anti-collapse garden revetment support structure according to an embodiment of the present utility model;

fig. 2 is a schematic structural view of a protruding support steel plate and a top plate of an anti-collapse garden revetment support structure according to an embodiment of the present utility model.

Reference numerals illustrate: 1. supporting a steel plate; 11. foundation piles; 12. stone blocks; 13. a stone strip; 14. a wall body; 15. a settlement joint; 16. an expansion joint; 17. a top plate; 171. grass stands; 172. pouring holes; 173. and (5) fixing bolts.

Detailed Description

The utility model is described in further detail below with reference to fig. 1-2.

The embodiment of the utility model discloses an anti-collapse garden revetment supporting structure. Referring to fig. 1 and 2, the foundation pile 11 is formed by pouring concrete, the foundation pile 11 can be inserted and fixed into soil at the lower side of a river bank, the foundation pile 11 is driven into the river bottom, the pile tip at the lower end of the foundation pile 11 is used for transmitting upper load to a soil layer with a solid lower part to serve as a foundation for supporting the support steel plate 1, stability of the revetment is enhanced, and probability of sliding or collapsing of the revetment is reduced. A plurality of crushed stones 12 are filled between the foundation piles 11, and can be used for keeping the stability of the foundation piles 11. The upper ends of the foundation piles 11 are jointly provided with a strip stone 13, and the strip stone 13 is poured at the upper ends of the foundation piles 11 and used for leveling pile tops of the foundation piles 11 so as to facilitate installation of the supporting steel plates 1. The supporting steel plate 1 is fixedly connected to the upper side of the strip stone 13. The river bank edge is the slope form, and the horizontal part of supporting steel sheet 1 is located the river bank downside, and the soil of river bank is covered in supporting steel sheet 1, and the vertical part of supporting steel sheet 1 is upwards from the river bank slope department is vertical for block that the river bank soil collapses, supporting steel sheet 1 keeps stable under the influence of foundation pile 11 and river bank soil dead weight, and supporting steel sheet 1 can effectually improve the problem that water infiltration got into the river bank soil.

Referring to fig. 1 and 2, a wall 14 is provided at a side of the supporting steel plate 1 far from the river bank, the wall 14 is vertically provided and is higher than the highest water level of the river surface, and the wall 14 is connected with the supporting steel plate 1 by concrete pouring. The wall 14 has a certain thickness, and one side of the wall 14 far away from the supporting steel plate 1 is in a trapezoid step shape so as to adapt to the water level change conditions in different seasons. A settlement joint 15 is formed on one side of the support steel plate 1 close to the wall 14 so as to adapt to the pressure of soil after the support steel plate 1, uneven settlement change of the foundation pile 11 and the like. The expansion joint 16 is further formed in one side, close to the wall 14, of the support steel plate 1 so as to improve the situation that the support steel plate 1 is broken due to temperature difference change, the expansion joint 16 is arranged every 10-25m, the land top with the width of 20-30mm is close to the water surface, so that tourists can conveniently approach the water surface, and water storage is plump.

Referring to fig. 1 and 2, a top plate 17 is connected to the position of the support steel plate 1 at the position corresponding to the river bank, the top plate 17 is welded to the support steel plate 1, the top plate 17 is horizontally arranged to extend towards the river bank, a grass 171 is laid on the upper side of the top plate 17, the top plate 17 can enhance the stability of the revetment and prevent the soil loss after the support steel plate 1, and on the other hand, the grass 171 is laid on the top plate 17 to beautify the water shoreline and improve the beauty of the garden revetment. The roof 17 is provided with a plurality of pouring holes 172, and concrete is poured into the pouring holes 172 to fill the inclined gaps of the river bank, so that the roof 17 is firmer. The top plate 17 is provided with a fixing bolt 173, and the fixing bolt 173 is driven into the top plate 17 and extends downwards into the soil layer of the river bank to strengthen the top plate 17 and enhance the stability of the structure.

The implementation principle of the collapse-preventing garden revetment supporting structure provided by the embodiment of the utility model is as follows: during site operation, foundation piles 11 are driven into the bottom of a river bank, crushed stone blocks 12 and the like are filled between the foundation piles 11 to strengthen the stability of the foundation piles 11, strip stones 13 are poured above the foundation piles 11, the effect of leveling the surface is achieved, support steel plates 1 are installed in the next step, support plates are installed above the strip stones 13, and then walls 14 are poured on the side, far away from the river bank, of the support steel plates 1. The horizontal part of the supporting steel plate 1 is inserted into the soil layer, and the vertical part of the supporting steel plate 1 is positioned at the junction of the river bank and water, so that on one hand, the probability that the river water permeates through the wall 14 and enters the soil layer of the river bank can be reduced, and on the other hand, the collapse of the soil can be prevented. And then the top plate 17 is welded with the supporting steel plate 1, so that the top plate 17 is positioned on the upper side of the river bank, the fixing of the top plate 17 is enhanced through the fixing bolts 173, and finally, the grass 171 is paved above the top plate 17, so that the attractiveness of the revetment is enhanced.

The embodiment of the utility model has the effect of enhancing the stability and firmness of the garden revetment.

The above embodiments are not intended to limit the scope of the present utility model, so: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.

Claims (7)

1. Anti-collapse garden revetment supporting structure comprises an L-shaped supporting steel plate (1), and is characterized in that: support steel sheet (1) downside is provided with a plurality of foundation piles (11), foundation piles (11) are fixed in the soil of river bank downside, a plurality of foundation piles (11) upside is provided with strip stone (13) jointly, support steel sheet (1) pass through strip stone (13) with foundation piles (11) are connected, the vertical board butt of support steel sheet (1) is in the river levee, support steel sheet (1) is kept away from river levee one side and is provided with wall body (14), support steel sheet (1) upside is provided with roof (17), roof (17) and river bank upside parallel and level, roof (17) are provided with fixing bolt (173), fixing bolt (173) are inserted in the soil of river bank upside.

2. The collapse prevention garden revetment support structure according to claim 1, wherein: the support steel plate (1) is provided with a settlement joint (15).

3. The collapse prevention garden revetment support structure according to claim 2, wherein: the support steel plate (1) is provided with expansion joints (16), the expansion joints (16) are arranged at intervals of 10-25m, and the width of each expansion joint is 20-30mm at the top of the shore to be close to the water surface.

4. The collapse prevention garden revetment support structure according to claim 1, wherein: the wall body (14) is arranged at one side far away from the river levee and is in a trapezoid step shape.

5. The collapse prevention garden revetment support structure according to claim 1, wherein: and the top plate (17) is provided with a plurality of pouring holes (172).

6. The collapse prevention garden revetment support structure according to claim 1, wherein: a grass (171) is laid on the upper side of the top plate (17).

7. The collapse prevention garden revetment support structure according to claim 1, wherein: a plurality of gravel blocks (12) are filled between the foundation piles (11).