CN217580222U

CN217580222U - Landslide prevention building structure

Info

Publication number: CN217580222U
Application number: CN202221214173.XU
Authority: CN
Inventors: 吴宏斌
Original assignee: Zibo Guangsha Construction Engineering Co ltd
Current assignee: Zibo Guangsha Construction Engineering Co ltd
Priority date: 2022-05-17
Filing date: 2022-05-17
Publication date: 2022-10-14
Anticipated expiration: 2032-05-17

Abstract

The utility model discloses an anti-skidding slope building structure relates to anti-skidding slope building structure technical field, and the anti-skidding slope performance to current building structure is relatively poor, lacks water guide structure, and the rainwater can't in time discharge, leads to the phenomenon of building structure landslide to appear easily, influences the problem of building structure security, proposes the following scheme now, and it includes ground and slope soil layer, slope soil layer has set firmly the ground top, slope soil layer top has laid the wire net, the wire net top is equipped with domaticly, slope soil layer inside is equipped with the reinforcing bar frame, reinforcing bar frame fixed mounting is in the ground top, the reinforcing bar frame includes first bracing piece and second bracing piece. The utility model discloses can improve building structure's anti landslide performance, and increase the water guide structure inside building structure, strengthen building structure's hydrophobic performance, make the rainwater that permeates into in time discharge, avoid building structure the phenomenon of landslide to appear, guarantee building structure's security.

Description

Landslide prevention building structure

Technical Field

The utility model relates to an antiskid slope building structure technical field especially relates to an antiskid slope building structure.

Background

The landslide refers to a natural phenomenon that soil or rock mass on a slope slides downwards along the slope integrally or dispersedly along a certain weak surface or a weak zone under the action of gravity under the influence of factors such as river scouring, underground water movement, rainwater soaking, earthquakes and artificial slope cutting. The moving rock mass is called a shifting body or a sliding body, the unmoved underlying rock mass is called a sliding bed, and the basic condition for generating the landslide is that a sliding space is arranged in front of a slope body, and cutting surfaces are arranged on two sides of the slope body. For example, in the southwest region of China, especially in the mountainous region of the hills in the southwest region, the most basic topographic features are that the mountains are numerous and steep, the soil structure is loose and water is easy to accumulate, and valley rivers are distributed in the mountains and cut with the mountains, so that a plurality of slopes with enough sliding space and cut surfaces are formed. The basic condition of landslide occurrence is widely existed, and landslide disasters are quite frequent.

Current building structure is single, and building structure's anti landslide performance is relatively poor, and inside lacks water guide structure, and when rainwater weather, building structure is because of hydrophobic performance is low, makes the rainwater that permeates into collect, and the rainwater can't in time be discharged, leads to building structure to appear the phenomenon of landslide easily, influences building structure's security, is unfavorable for people's use. Therefore, in order to solve such problems, we propose a landslide prevention building structure.

SUMMERY OF THE UTILITY MODEL

The utility model provides a pair of landslide prevention building structure, the anti landslide performance who has solved current building structure is relatively poor, lacks the water guide structure, and the rainwater can't in time discharge, leads to the phenomenon that building structure landslide appears easily, influences the problem of building structure security.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

an anti-landslide building structure comprises a foundation and a slope soil layer, wherein the slope soil layer is fixedly provided with a foundation top end, a steel wire mesh is laid at the top end of the slope soil layer, a slope surface is arranged at the top end of the steel wire mesh, a steel bar frame is arranged inside the slope soil layer, and the steel bar frame is fixedly arranged at the top end of the foundation;

the reinforcing bar frame includes first bracing piece and second bracing piece, first bracing piece and second bracing piece all are the rectangular array and distribute, the height of second bracing piece reduces in proper order along slope soil layer inclined plane direction, same X axle be connected with the horizontal support bar that is evenly distributed between first bracing piece and the second bracing piece, horizontal support bar length risees in proper order along slope soil layer inclined plane, same Y axle be equipped with the connecting rod between the tie point of horizontal support bar and first bracing piece, second bracing piece.

Preferably, the foundation top end is provided with a pre-buried pit which is distributed in a rectangular array, a hollow ground pile is fixedly installed in the pre-buried pit, and the first supporting rod and the second supporting rod are fixedly installed in an inner cavity of the hollow ground pile respectively.

Preferably, the slope soil layer inclined plane is provided with first guiding gutters which are uniformly distributed, the top end of the foundation is provided with a drainage channel, and the drainage channel is located at the bottom end of the first guiding gutter.

Preferably, the inside of the sloping soil layer is fixedly provided with water guide pipes which are uniformly distributed, and the circumferential side wall of each water guide pipe is provided with water seepage holes which are uniformly distributed.

Preferably, the top end of the foundation is provided with second water chutes which are uniformly distributed, the second water chutes are communicated with the water drainage groove, and the bottom ends of the water guide pipes are connected with the second water chutes to form a barrel.

The utility model has the advantages that:

1. through set up pre-buried hole at the ground, install hollow ground pile in pre-buried hole, install first bracing piece, second bracing piece respectively in hollow ground pile, hollow ground pile can improve the area of contact with the ground, increases the stability of first bracing piece and second bracing piece, through setting up the reinforcing bar frame, can improve the intensity on slope soil layer, through laying the wire net at slope soil layer top, the wire net can block thin soil, the stone loss on slope soil layer.

2. Through setting up aqueduct and first guiding gutter, when meetting rainwater weather, the rainwater falls to the inclined plane on sloping soil layer, discharges from first guiding gutter landing to water drainage tank, and in the rainwater entering sloping soil layer, the rainwater penetrated the aqueduct from the infiltration hole, falls to second guiding gutter flow direction to water drainage tank from the aqueduct and discharges.

In conclusion, the equipment can improve the landslide resistance of the building structure, the water guide structure is additionally arranged in the building structure, the hydrophobic performance of the building structure is enhanced, the rainwater permeating into the building structure is timely discharged, the landslide phenomenon of the building structure is avoided, and the safety of the building structure is ensured.

Drawings

Fig. 1 is a schematic structural view of the present invention;

FIG. 2 is an exploded view of the present invention;

fig. 3 is a schematic structural view of the reinforcing bar frame of the present invention;

fig. 4 is a schematic structural view of the water guiding pipe of the present invention.

Reference numbers in the figures: 1. a foundation; 2. a slope soil layer; 3. a slope surface; 4. a reinforcing steel bar frame; 401. a first support bar; 402. a second support bar; 403. a horizontal support bar; 404. a connecting rod; 5. steel wire mesh; 6. hollow ground piles; 7. a water conduit; 8. a water seepage hole; 9. a first water chute; 10. pre-burying a pit; 11. a water discharge tank; 12. a second water chute.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the 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.

Referring to fig. 1, fig. 2 and fig. 4, an anti-landslide building structure, including ground 1 and hillside soil layer 2, hillside soil layer 2 has set firmly the top of ground 1, hillside soil layer 2 top has been laid and has been equipped with wire net 5, wire net 5 can stop the thin soil of hillside soil layer 2, the stone runs off, wire net 5 top is equipped with domatic 3, hillside soil layer 2 inside is equipped with reinforcing bar frame 4, reinforcing bar frame 4 fixed mounting is on 1 top of ground, reinforcing bar frame 4 can improve the intensity of hillside soil layer 2, pre-buried pit 10 that is rectangular array distribution is seted up on 1 top of ground, pre-buried pit 10 inside fixed mounting has hollow earth pile 6, first bracing piece 401 and second bracing piece 402 are fixed mounting respectively in the inner chamber of hollow earth pile 6, hollow earth pile 6 can improve the area of contact with ground 1, increase the stability of first bracing piece 401 and second bracing piece 40.

Slope 2 on earth layer 2 inclined planes has been seted up and has been evenly distributed's first guiding gutter 9, water drainage tank 11 has been seted up on 1 top of ground, water drainage tank 11 is located first guiding gutter 9 bottom, 2 inside aqueducts 7 that are evenly distributed that have set firmly on slope soil layer, infiltration hole 8 that is evenly distributed is seted up to 7 circumference lateral walls of aqueduct, 1 top of ground has been seted up and has been evenly distributed's second guiding gutter 12, second guiding gutter 12 and water drainage tank 11 intercommunication, 7 bottoms of aqueducts are with second guiding gutter 12 even bucket.

Referring to fig. 3, the steel bar frame 4 includes a first support rod 401 and a second support rod 402, the first support rod 401 and the second support rod 402 are distributed in a rectangular array, the height of the second support rod 402 is sequentially reduced along the slope direction of the slope soil layer 2, a horizontal support rod 403 which is uniformly distributed is connected between the first support rod 401 and the second support rod 402 on the same X axis, the length of the horizontal support rod 403 is sequentially increased along the slope soil layer 2, a connection rod 404 is arranged between the connection point of the horizontal support rod 403 on the same Y axis and the first support rod 401 and the connection point of the second support rod 402, and the strength and the rigidity of the steel bar frame 4 which is staggered vertically and horizontally can be increased.

When the novel use model is used, an embedded pit 10 is arranged on a foundation 1, a hollow ground pile 6 is arranged in the embedded pit 10, a first supporting rod 401 and a second supporting rod 402 are respectively arranged in the hollow ground pile 6, the first supporting rod 401, the second supporting rod 402, a horizontal supporting rod 403 and a connecting rod 404 form a criss-cross reinforcing steel bar frame 4, a slope soil layer 2 is laid on the top end of the foundation 1, a water guide pipe 7 is arranged in the slope soil layer 2, lay wire net 5 on 2 tops on hillside soil layer to make wire net 5 and reinforcing bar frame 4 fixed connection, lay domatic 3 on 5 tops of wire net at last, when meetting rainwater weather, the rainwater falls to the inclined plane on hillside soil layer 2, from first guiding gutter 9 landing to water drainage tank 11 discharge, the rainwater gets into in the hillside soil layer 2, rainwater oozes into aqueduct 7 from infiltration hole 8, falls to the 12 flow directions of second guiding gutter to water drainage tank 11 discharges from aqueduct 7.

The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims

1. An anti-landslide building structure comprises a foundation (1) and a slope soil layer (2), and is characterized in that the top end of the foundation (1) is fixedly arranged on the slope soil layer (2), a steel wire mesh (5) is laid on the top end of the slope soil layer (2), a slope surface (3) is arranged on the top end of the steel wire mesh (5), a steel bar frame (4) is arranged inside the slope soil layer (2), the steel bar frame (4) is fixedly installed on the top end of the foundation (1), and the steel wire mesh (5) is fixedly installed on the top end of the steel bar frame (4);

reinforcing bar frame (4) include first bracing piece (401) and second bracing piece (402), first bracing piece (401) and second bracing piece (402) all are the rectangular array and distribute, the height of second bracing piece (402) reduces in proper order along hillside soil layer (2) inclined plane direction, same X axle be connected with horizontal support bar (403) that are evenly distributed between first bracing piece (401) and second bracing piece (402), horizontal support bar (403) length risees in proper order along hillside soil layer (2) inclined plane, same Y axle be equipped with connecting rod (404) between the tie point of horizontal support bar (403) and first bracing piece (401), second bracing piece (402).

2. The landslide prevention building structure according to claim 1, wherein pre-buried pits (10) distributed in a rectangular array are formed in the top end of the foundation (1), hollow ground piles (6) are fixedly installed inside the pre-buried pits (10), and the first support rod (401) and the second support rod (402) are fixedly installed in inner cavities of the hollow ground piles (6) respectively.

3. The landslide prevention building structure according to claim 1, wherein the sloping soil layer (2) is provided with first water chutes (9) which are uniformly distributed, the top end of the foundation (1) is provided with water drainage grooves (11), and the water drainage grooves (11) are located at the bottom ends of the first water chutes (9).

4. The landslide prevention building structure according to claim 3 wherein water conduits (7) are fixedly arranged in the sloping soil layer (2) and are uniformly distributed, and seepage holes (8) are uniformly distributed on the circumferential side wall of each water conduit (7).

5. The landslide prevention building structure according to claim 4, wherein the top end of the foundation (1) is provided with second water chutes (12) which are uniformly distributed, the second water chutes (12) are communicated with the drainage channel (11), and the bottom ends of the water pipes (7) are connected with the second water chutes (12) to form a barrel.