Anti-landslide planting slope structure

Abstract

The utility model relates to an anti-landslide planting slope structure, and relates to the field of municipal greening building structures, the anti-landslide planting slope structure comprises a wall body and a soil slope pile, the wall body comprises a side wall and a bottom wall, the side wall is connected with the bottom wall, the bottom wall is horizontally arranged on the ground, the side wall is vertically arranged, the soil slope pile is stacked on one side of the side wall, a slope is formed on the soil slope pile, and a plurality of soil retaining shoulders are arranged on the slope; the soil retaining shoulders are made of concrete structural parts, are horizontally arranged and are arranged along the slope at intervals. The slope protection structure has the effect of reducing the amount of soil lost along with rainwater on the slope protection.

Description

Technical Field

[0001] The present application relates to the field of municipal greening building structures, and in particular to an anti-landslide planting slope structure. Background Art

[0002] Slope protection refers to the general term for paving and planting on the slope surface to prevent the slope from being eroded. Slope protection is often set up on the river bank or the side of the highway to form a slope surface. By planting vegetation on the slope surface, it plays a role in greening the environment and slowing down soil erosion.

[0003] The relevant planting slope structure includes a wall and an earth slope pile. The wall is set vertically on the ground and is made of reinforced concrete. The earth slope pile is set on one side of the wall. There is an inclined surface on the earth slope pile. In order to reduce the risk of soil erosion and earth slope collapse caused by rainwater erosion, green plants need to be set on the slope to reduce the degree of soil loss.

[0004] The above-mentioned related technical solutions have the following defects: in rainy and snowy weather, rainwater falling on the slope of the earth slope pile is easy to carry soil and flow down the slope, thereby causing soil loss and resulting in high slope protection maintenance costs. Utility Model Content

[0005] In order to reduce the amount of soil lost on the slope with rainwater, the present application provides an anti-landslide planting slope structure.

[0006] The anti-landslide planting slope structure provided in this application adopts the following technical solution:

[0007] A landslide-proof planting slope structure comprises a wall body and an earth slope pile, wherein the wall body comprises a side wall and a bottom wall, the side wall and the bottom wall are connected, the bottom wall is horizontally arranged on the ground, the side wall is vertically arranged, the earth slope pile is accumulated on one side of the side wall, a slope is formed on the earth slope pile, a plurality of retaining shoulders are arranged on the slope, the retaining shoulders are made of concrete structural members, are horizontally arranged, and are arranged at intervals along the slope.

[0008] By adopting the above technical scheme, a wall is set on one side of the earth slope pile so that the wall plays a limiting role, so that the earth slope pile can form a slope and reduce the area occupied by the earth slope pile. By setting a retaining shoulder on the slope of the earth slope pile so that the retaining shoulder is stuck in the soil, when rainwater falls on the earth slope pile, the rainwater is easily mixed with the soil and flows down along the slope of the earth slope pile. By setting a plurality of retaining shoulders at intervals on the slope of the earth slope pile, the retaining shoulders can block the soil, thereby reducing the degree of soil loss in rainwater and reducing the amount of soil lost on the slope with rainwater.

[0009] Optionally, a retaining platform is provided on the side of the earth slope away from the wall. The retaining platform is made of concrete structural members and is fixed on the ground. The retaining platform extends along the length direction of the earth slope.

[0010] By adopting the above technical solution, a retaining platform is set on one side of the earth slope pile, so that the retaining platform is fixed on the ground, and the retaining platform further plays the effect of blocking the flow of soil. When rain falls on the earth slope pile, the rainwater mixed with soil on the surface of the earth slope pile flows along the inclined surface of the earth slope pile. By setting the retaining platform, the degree of soil loss in rainwater can be reduced, thereby reducing soil and water loss of the earth slope pile.

[0011] Optionally, a slope is provided on the side wall, and the thickness of the side wall gradually changes along the vertical direction, and the thickness at the bottom of the side wall is greater than the thickness at the top of the side wall.

[0012] By adopting the above technical solution, by opening a slope on the side wall, the thickness of the lower part of the side wall is larger and the thickness of the upper part of the side wall is smaller, thereby saving the cost of building the side wall. When the soil slope is piled on one side of the side wall, the bottom of the side wall is subjected to greater pressure. By setting the bottom of the side wall to be thicker, the structural strength of the side wall can be improved and the safety of the building can be improved.

[0013] Optionally, a base is provided under the wall, the base is made of a reinforced concrete structure, the base is set on the ground, and the bottom wall is connected to the base.

[0014] By adopting the above technical solution, a base is set at the bottom of the wall, so that the base can support the wall. The contact area between the base and the ground is large, which can evenly distribute the weight of the wall on the ground, thereby reducing the probability of the wall sinking on the ground.

[0015] Optionally, a plurality of support columns are provided under the base platform. The support columns are reinforced concrete structural columns. The support columns are vertically inserted into the ground, and the base platform is fixed on the upper ends of the support columns.

[0016] By adopting the above technical solution, by setting support columns under the base, the support columns are inserted into the ground and support the base. The support columns play the role of supporting the base, which can reduce the degree of settlement of the base on the ground, thereby enabling the wall to be stably set on the ground.

[0017] Optionally, a force-bearing portion is integrally provided on the bottom wall, and the force-bearing portion is located on an end of the bottom wall away from the side wall. A groove is provided on the top surface of the base, and the force-bearing portion is snapped into the groove.

[0018] By adopting the above technical solution, a force-bearing part is arranged on the bottom wall so that the force-bearing part can be snapped into the groove of the base, thereby reducing the probability of horizontal movement of the bottom wall on the base. When a soil slope is arranged on one side of the wall, the wall is subjected to horizontal pressure from the soil slope. By snapping the bottom wall on the base, the bottom wall can maintain a stable position on the base.

[0019] Optionally, a force dividing wall is arranged on the side wall, the force dividing wall is horizontally arranged on the side of the side wall abutting against the earth slope, and the force dividing wall is connected to the middle part of the side wall.

[0020] By adopting the above technical solution, by arranging a force-dividing partition wall on the side wall, the force-dividing partition wall is inserted into the earth slope pile and supports the soil. When the water content of the earth slope pile is low, the earth slope pile is easy to compact, and it is difficult for the earth slope pile to fully contact the surface of the side wall, so that the pressure of the earth slope pile on the side wall is concentrated at the bottom of the side wall. By arranging a force-dividing partition wall on the side wall, the earth slope pile can exert pressure on the force-dividing partition wall, and the force-dividing partition wall can evenly transmit the pressure to the top of the side wall, so that the stress on the side wall is evenly distributed.

[0021] Optionally, a structural column is provided on the force-dividing partition wall, and the structural column is vertically arranged between the force-dividing partition wall and the bottom wall, with one end of the structural column fixed to the bottom wall, and the other end fixed to the force-dividing partition wall.

[0022] By adopting the above technical solution, structural columns are set at the bottom of the force-dividing partition wall, so that the structural columns can support the force-dividing partition wall. When the soil in the earth slope pile is dry, the soil volume decreases, and the soil below the force-dividing partition wall is difficult to provide support for the force-dividing partition wall. When the force-dividing partition wall is inserted into the earth slope pile and bears vertical stress, the probability of the force-dividing partition wall breaking can be reduced.

[0023] In summary, the beneficial technical effects of this application are:

[0024] 1. By setting a retaining shoulder on the earth slope and a retaining platform at the bottom of the earth slope, the retaining shoulder and the retaining platform can prevent the soil on the surface of the earth slope from falling down the slope. When rainwater washes the surface of the earth slope, the probability of soil mixed with rainwater loss can be reduced;

[0025] 2. By setting a base under the wall, the base can support the wall. The base has a large contact area with the ground, which can evenly transfer the weight of the wall to the ground, thereby reducing the probability of the wall settling on the ground;

[0026] 3. By setting a force-dividing partition wall on the side wall, the force-dividing partition wall is inserted into the earth slope and supports the soil, so that the soil on the upper part of the earth slope exerts stress on the force-dividing partition wall. The force-dividing partition wall can evenly distribute the stress on the upper side of the side wall, thereby making the stress distribution on the side wall uniform. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present application.

[0028] Figure 2 It is a structural diagram of the wall of an embodiment of the present application.

[0029] Figure numerals: 1. wall; 11. side wall; 12. bottom wall; 13. load-bearing part; 2. earth slope; 3. base; 4. supporting column; 5. retaining shoulder; 6. retaining base; 7. force-dividing partition wall; 71. structural column. DETAILED DESCRIPTION

[0030] The present application is further described in detail below in conjunction with the accompanying drawings.

[0031] The present application embodiment discloses a landslide prevention planting structure, referring to Figure 1 and Figure 2 , including a wall 1 and an earth slope pile 2, the wall 1 is vertically arranged on the ground, the earth slope pile 2 is formed by piling up planting soil, the earth slope pile 2 is piled on one side of the wall 1 to form a slope, and the slope of the earth slope pile 2 is used to plant vegetation. A plurality of retaining shoulders 5 are arranged on the slope of the earth slope pile 2, the retaining shoulders 5 are made of concrete material and are made into a long strip structure, the retaining shoulders 5 are horizontally arranged on the earth slope pile 2 and inserted into the soil. The retaining shoulders 5 have the effect of preventing the soil from falling, and the soil can be stuck between the retaining shoulders 5, which can reduce the degree of soil loss under rain erosion, thereby reducing the maintenance cost of the earth slope pile 2.

[0032] Reference Figure 1 and Figure 2 The wall 1 is made of reinforced concrete structure, and the wall 1 includes a side wall 11 and a bottom wall 12. The side wall 11 and the bottom wall 12 are arranged integrally, the side wall 11 is arranged vertically, and the bottom wall 12 is arranged horizontally on the ground. The wall 1 is made of reinforced concrete structure, and the soil slope pile 2 is piled on one side of the side wall 11. The side wall 11 plays the role of supporting the soil slope pile 2 and bearing the pressure of the soil slope pile 2. An inclined surface is provided on the side of the side wall 11 that abuts against the soil slope pile 2. The cross-sectional area of ​​the side wall 11 gradually changes in the vertical direction, the cross-sectional area above the side wall 11 is smaller, and the cross-sectional area below the side wall 11 is larger. When the soil slope pile 2 is piled on one side of the side wall 11, the area at the bottom of the side wall 11 is subjected to greater stress. By gradually thickening the thickness of the side wall 11 in the vertical direction, the structural strength of the side wall 11 can be improved, saving construction materials.

[0033] Reference Figure 1 A base 3 is provided at the bottom of the bottom wall 12. The base 3 is formed by pouring reinforced concrete. The base 3 is used to support the wall 1, thereby reducing the degree to which the wall 1 sinks into the soil under the action of its own weight. A plurality of support columns 4 are provided at the bottom of the base 3. The support columns 4 are reinforced concrete structural members. The support columns 4 are vertically inserted into the ground and support the base 3, so that the base 3 can maintain a stable position.

[0034] Reference Figure 1A force-bearing portion 13 is provided at the bottom of the bottom wall 12. The force-bearing portion 13 is provided on a side surface of the bottom wall 12 away from the side wall 11. A groove is provided in the middle of the base 3. The force-bearing portion 13 is inserted into the groove of the base 3. The bottom wall 12 and the base 3 are connected by the force-bearing portion 13, which further improves the connection strength between the bottom wall 12 and the base 3, can reduce the probability of horizontal sliding of the bottom wall 12 on the base 3, and improves the structural strength of the bottom wall 12.

[0035] Reference Figure 1 A retaining platform 6 is provided on the side of the earth slope 2 away from the wall 1. The retaining platform 6 is made of concrete structural members and is fixed on the ground and extends along the length direction of the earth slope 2. The retaining platform 6 is used to prevent soil from falling along the slope of the earth slope 2, further reducing the degree of soil and water loss of the earth slope 2 under rain erosion.

[0036] Reference Figure 1 and Figure 2 , a force partition wall 7 is arranged on the side wall 11, and the force partition wall 7 is arranged horizontally in the middle of the side wall 11, and the force partition wall 7 is buried in the soil slope pile 2. When the soil slope pile 2 is piled on one side of the side wall 11, the soil fluidity is different when the soil water content is different. When the soil is agglomerated or compacted, there are gaps between the soil and the surface of the side wall 11, which makes it difficult to evenly distribute the pressure of the soil slope pile 2 on the side wall 11 on the slope of the side wall 11. By arranging the force partition wall 7 on the side wall 11, the force partition wall 7 can bear part of the pressure of the soil slope pile 2, so that the stress on the side wall 11 is more evenly borne, reducing the probability of stress concentration at the bottom of the side wall 11, and improving the safety of the side wall 11.

[0037] Reference Figure 1 A structural column 71 is arranged on the force-dividing partition wall 7, and the structural column 71 is vertically arranged below the force-dividing partition wall 7. One end of the structural column 71 is fixed on the bottom wall 12, and the other end is fixed below the force-dividing partition wall 7. The structural column 71 plays the role of supporting the force-dividing partition wall 7, and can reduce the probability of the force-dividing partition wall 7 being broken by force.

[0038] The implementation principle of the embodiment of the present application is as follows: by setting a wall 1 on one side of the earth slope pile 2, the wall 1 is made to resist the earth slope pile 2, so that the earth slope pile 2 can form a slope; by setting a plurality of retaining shoulders 5 on the earth slope pile 2, the retaining shoulders 5 are buried in the slope surface of the earth slope pile 2, which can reduce the probability of soil falling along the slope of the earth slope pile 2, thereby reducing the degree of soil and water loss on the earth slope pile 2; by setting a force dividing wall 7 in the middle of the side wall 11, the soil above and below the force dividing wall 7 can exert pressure on the side wall 11, thereby making the force on the side wall 11 uniform, and reducing the probability of stress concentration on the side wall 11.

[0039] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A landslide-proof planting slope structure, characterized in that: The invention comprises a wall body (1) and an earth slope pile (2), wherein the wall body (1) comprises a side wall (11) and a bottom wall (12), wherein the side wall (11) and the bottom wall (12) are connected, wherein the bottom wall (12) is arranged horizontally on the ground, and the side wall (11) is arranged vertically. The earth slope pile (2) is piled on one side of the side wall (11), and a slope is formed on the earth slope pile (2). A plurality of retaining shoulders (5) are arranged on the slope, wherein the retaining shoulders (5) are made of concrete structural members, are arranged horizontally, and are arranged at intervals along the slope.

2. The anti-landslide planting slope structure according to claim 1, characterized in that: A retaining platform (6) is provided on the side of the earth slope pile (2) away from the wall (1); the retaining platform (6) is made of concrete structural members, the retaining platform (6) is fixed on the ground, and the retaining platform (6) extends along the length direction of the earth slope pile (2).

3. The anti-landslide planting slope structure according to claim 1, characterized in that: The side wall (11) is provided with an inclined surface, and the thickness of the side wall (11) gradually changes along the vertical direction, with the thickness at the bottom of the side wall (11) being greater than the thickness at the top of the side wall (11).

4. The anti-landslide planting slope structure according to claim 1, characterized in that: A base (3) is arranged below the wall (1); the base (3) is made of a reinforced concrete structure; the base (3) is arranged on the ground; and the bottom wall (12) is connected to the base (3).

5. The anti-landslide planting slope structure according to claim 4, characterized in that: A plurality of support columns (4) are arranged below the base platform (3); the support columns (4) are made of reinforced concrete structural members; the support columns (4) are vertically inserted into the ground; and the base platform (3) is fixed to the upper ends of the support columns (4).

6. The anti-landslide planting slope structure according to claim 5, characterized in that: The bottom wall (12) is integrally provided with a force-bearing portion (13), which is located on an end of the bottom wall (12) away from the side wall (11), and a groove is provided on the top surface of the base (3), in which the force-bearing portion (13) is clamped.

7. The anti-landslide planting slope structure according to claim 1, characterized in that: The side wall (11) is provided with a force dividing wall (7), the force dividing wall (7) being horizontally arranged on a side of the side wall (11) abutting against the earth slope pile (2), and the force dividing wall (7) being connected to the middle of the side wall (11).

8. The anti-landslide planting slope structure according to claim 7, characterized in that: The force-dividing partition wall (7) is provided with a structural column (71), which is vertically arranged between the force-dividing partition wall (7) and the bottom wall (12), with one end of the structural column (71) being fixed to the bottom wall (12) and the other end being fixed to the force-dividing partition wall (7).

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