CN218813813U

CN218813813U - Geological disaster landslide prevention building structure

Info

Publication number: CN218813813U
Application number: CN202223467158.9U
Authority: CN
Inventors: 李高歌; 张敏
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-12-23
Filing date: 2022-12-23
Publication date: 2023-04-07
Anticipated expiration: 2032-12-23

Abstract

The utility model discloses a geological disaster landslide prevention building structure relates to geological disaster antiskid technical field, including the basement, the sand sediment trap has been seted up to basement outer wall one side, the sand sediment trap bottom is equipped with the aqueduct, aqueduct one side is equipped with cleaning device, cleaning device includes protecting box, separation block, standing groove, pneumatic cylinder, hydraulic stem and clearance board, aqueduct one side is equipped with the protecting box, the welding of protecting box top has the separation block, the separation block is installed in the inside one side of sand sediment trap, the standing groove has been seted up to protecting box one side, the inside pneumatic cylinder that is equipped with of standing groove, this geological disaster landslide prevention building structure can in time effectively will be through the inside rainwater of sand sediment trap flow direction and the impurity flow that is adulterated and clean up in time, ensures under long-term use, and the normal ponding discharge use of aqueduct has avoided the phenomenon of jam, has avoided landslide prevention building structure to appear, has increased its security.

Description

Geological disaster landslide prevention building structure

Technical Field

The utility model relates to a geological disasters antiskid technical field specifically is a geological disasters landslide prevention building structure.

Background

The landslide is a natural phenomenon that soil or rock mass on a slope slides downwards along the slope integrally or dispersedly under the action of gravity along a certain weak surface or a weak zone under the influence of factors such as river scouring, underground water activity, rainwater immersion, earthquake, artificial slope cutting and the like. The moving rock is called a variable body or a slip body, the un-moving underlying rock is called a sliding bed, the basic condition for generating the landslide is that a sliding space is arranged in front of a slope body, cutting surfaces are arranged on two sides of the slope body, for example, in the southwest area of China, particularly in the southwest hilly mountain area, the most basic topographic features are that a plurality of mountain bodies are provided, the mountain postures are steep, soil structures are loose, water is easy to accumulate, valley rivers are distributed in the mountain bodies and cut with the mountain bodies, therefore, a plurality of slope bodies and cutting surfaces with enough sliding spaces are formed, the basic condition for generating the landslide is widely existed, and the landslide disaster is quite frequent.

Through retrieval, a patent with the Chinese patent authorization number of CN 213772762U discloses an anti-landslide building structure, which has good anti-landslide performance and good water guiding effect, solves the problems of poor anti-landslide performance and poor water guiding effect of the existing anti-landslide building structure, can not cause the phenomenon that the anti-landslide building structure landslides due to low hydrophobic performance, is convenient for people to use, but still has the problems that the existing geological disaster anti-landslide building structure is single, when the anti-landslide building structure is actually applied, rainwater can be doped with impurities to flow into a sand basin and is guided downwards into a water guide pipe through the sand basin, and crushed stones and soil in a side slope are mainly mixed in the rainwater, so that the rainwater is inconvenient to clean, is used for a long time and easily causes the blockage of the water guide pipe, and accordingly the water guide pipe cannot normally discharge accumulated water, the phenomenon that the anti-landslide building structure landslide occurs, and the safety is not enough.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

Not enough to prior art, the utility model provides a geological disaster landslide prevention building structure has solved the problem that proposes in the background art.

(II) technical scheme

In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a geological disaster landslide prevention building structure, which comprises a base, the sand sediment trap has been seted up to basement outer wall one side, the sand sediment trap bottom is equipped with the aqueduct, aqueduct one side is equipped with cleaning device, cleaning device includes the protecting box, hinders spacer block, standing groove, pneumatic cylinder, hydraulic stem and clearance board, aqueduct one side is equipped with the protecting box, the welding of protecting box top has the spacer block, it installs in the inside one side of sand sediment trap to hinder the spacer block, the standing groove has been seted up to protecting box one side, the inside pneumatic cylinder that is equipped with of standing groove, the fixed hydraulic stem that has cup jointed in pneumatic cylinder one side, the welding of hydraulic stem one side has the clearance board, clearance board movable mounting is inside the standing groove.

Preferably, the basement top is equipped with the infiltration hole, infiltration hole top is equipped with the stabilizer layer, the stabilizer layer includes hollow ground stake, reinforcing bar frame, wire net, tamped soil layer, metalling, concrete layer and cement layer.

Preferably, the stabilizer layer bottom is equipped with hollow ground pile, the inside reinforcing bar frame that is equipped with of hollow ground pile, the welding of reinforcing bar frame top has the wire net, the tamped soil layer has been laid at the wire net top.

Preferably, a rubble layer is laid on the top of the rammed soil layer, a concrete layer is laid on the top of the rubble layer, a cement layer is laid on the top of the concrete layer, a slope is arranged on the top of the cement layer, and anti-skid grains are arranged on the top of the slope.

Preferably, an embedded pit is formed in the base, and anti-sliding ground piles are symmetrically arranged in the embedded pit.

(III) advantageous effects

The utility model provides a geological disaster landslide prevention building structure. The method has the following beneficial effects:

this geological disaster anti-landslide building structure, setting through cleaning device, the structure of geological disaster anti-landslide building that has at present often has been richened, when anti-landslide building structure is in practical application, can in time effectively will flow to the inside rainwater of aqueduct and the impurity stream that is mixing through the sand trap clean up in time, ensure under long-term use, the normal ponding discharge use of aqueduct, the phenomenon of jam has been avoided, the phenomenon of landslide appears in anti-landslide building structure has been avoided, the security thereof has been increased.

Drawings

FIG. 1 is a schematic structural view of the cleaning device of the present invention;

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

FIG. 3 is a front view of the overall structure of the present invention;

fig. 4 is a schematic structural view of the stabilizing layer of the present invention.

In the figure, 1, a substrate; 2. a slope surface; 3. anti-skid lines; 4. a stabilizing layer; 41. hollow ground piles; 42. a reinforcing steel bar frame; 43. steel wire mesh; 44. tamping a soil layer; 45. a crushed stone layer; 46. a concrete layer; 47. a cement layer; 5. a water seepage hole; 6. pre-burying a pit; 7. anti-skid ground piles; 8. a sand sediment trap; 9. a water conduit; 10. a cleaning device; 11. a protective box; 12. a barrier block; 13. a placement groove; 14. a hydraulic cylinder; 15. a hydraulic lever; 16. and (6) cleaning the plate.

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, an embodiment of the present invention provides a technical solution: the utility model provides a geological disaster landslide prevention building structure, includes basement 1, sand sediment trap 8 has been seted up to 1 outer wall one side of basement, sand sediment trap 8 bottom is equipped with aqueduct 9, aqueduct 9 one side is equipped with cleaning device 10, cleaning device 10 includes protecting box 11, separation piece 12, standing groove 13, pneumatic cylinder 14, hydraulic stem 15 and cleaning plate 16, aqueduct 9 one side is equipped with protecting box 11, the welding of protecting box 11 top has separation piece 12, separation piece 12 is installed in the inside one side of sand sediment trap 8, standing groove 13 has been seted up to protecting box 11 one side, the inside pneumatic cylinder 14 that is equipped with of standing groove 13, hydraulic stem 15 has been cup jointed to pneumatic cylinder 14 one side is fixed, the welding of hydraulic stem 15 one side has cleaning plate 16, cleaning plate 16 movable mounting is inside standing groove 13.

Through twining the setting of sand well 8 and aqueduct 9, the convenient water that gets off infiltration hole 5 infiltration is discharged in time, hydraulic oil through pneumatic cylinder 14 inside promotes hydraulic stem 15 and moves forward, hydraulic stem 15 promotes clearance board 16 and removes in aqueduct 9, conveniently with the rainwater of aqueduct 9 inside and the impurity flow clean up in time of doping, ensure under long-term use, aqueduct 9 normally uses ponding discharge, the phenomenon of jam has been avoided, the phenomenon of landslide appears in the landslide prevention building structure has been avoided, the security thereof has been increased, and the setting through baffler 12, the rainwater that gets off has been avoided the infiltration of protection box 11 top, make its clearance more clean, offer through standing groove 13, the convenience is when out of work, receive and release to clear up board 16.

1 top in basement is equipped with infiltration hole 5, infiltration hole 5 top is equipped with stabilizer layer 4, stabilizer layer 4 includes hollow ground stake 41, steel reinforcement frame 42, wire net 43, tamped soil layer 44, gravel layer 45, concrete layer 46 and cement layer 47, stabilizer layer 4 bottom is equipped with hollow ground stake 41, the inside steel reinforcement frame 42 that is equipped with of hollow ground stake 41, the welding of steel reinforcement frame 42 top has wire net 43, tamped soil layer 44 has been laid at wire net 43 top.

Through the combination of the hollow ground piles 41, the reinforcing steel frames 42, the steel wire meshes 43 and the tamped soil layers 44, the contact area with the foundation 1 and the strength of the high slope soil layer can be improved, and the loss of fine soil and stones on the slope surface 2 can be effectively prevented.

The gravel layer 45 is laid on the top of the tamped soil layer 44, the concrete layer 46 is laid on the top of the gravel layer 45, the cement layer 47 is laid on the top of the concrete layer 46, the slope surface 2 is arranged on the top of the cement layer 47, and the anti-skid grains 3 are arranged on the top of the slope surface 2.

Through the combination setting on metalling 45, concrete layer 46 and cement layer 47, reached the good and effectual advantage of water guide of anti landslide performance, when rainwater weather, can not make the unable in time discharge of water that permeates into because of hydrophobic property is low, lead to the phenomenon that landslide building structure appears, increased the security, make things convenient for the better use of people.

A pre-buried pit 6 is formed in the base 1, and anti-sliding ground piles 7 are symmetrically arranged in the pre-buried pit 6.

Through the setting of pre-buried hole 6 and cling compound ground stake 7, strengthened basement 1 and domatic 2 fixed effect, can prevent effectively that the landslide from falling.

The working principle is as follows: when in use, firstly the fixing effect of the substrate 1 and the slope surface 2 is enhanced through the arrangement of the pre-buried pit 6 and the anti-skidding ground pile 7, the landslide can be effectively prevented from falling, secondly the advantages of good anti-landslide performance and good water guiding effect are achieved through the combined arrangement of the gravel layer 45, the concrete layer 46 and the cement layer 47, when in rain weather, the landslide phenomenon of the anti-landslide building structure can not be caused because the penetrated water cannot be discharged in time due to low hydrophobicity, the safety is increased, the better use is facilitated for people, then the contact area with the foundation 1 and the strength of a high slope soil layer can be improved through the combined arrangement of the hollow ground pile 41, the reinforcing steel frame 42, the steel wire mesh 43 and the rammed soil layer 44, the loss of fine soil and stones on the slope surface 2 can be effectively prevented, then through the setting of winding sand well 8 and aqueduct 9, the convenient water that gets off infiltration hole 5 infiltration is discharged in time, at last, promote hydraulic stem 15 forward movement through the inside hydraulic oil of pneumatic cylinder 14, hydraulic stem 15 promotes cleaning plate 16 and removes in aqueduct 9, conveniently with the rainwater inside aqueduct 9 and the impurity flow clean up in time of doping, ensure under long-term use, aqueduct 9 normally uses ponding discharge, the phenomenon of jam has been avoided, the phenomenon of landslide appears in the landslide prevention building structure, the security has been increased, and through the setting of baffling plate 12, rainwater that gets off has been avoided permeating at protection box 11 top, make its clearance more clean and through the seting up of standing groove 13, the convenience is when out of work, to the receiving and releasing of baffling plate 16.

The utility model 1, a base; 2. a slope surface; 3. anti-skid lines; 4. a stabilizing layer; 41. hollow ground piles; 42. a reinforcing steel bar frame; 43. steel wire mesh; 44. tamping a soil layer; 45. a crushed stone layer; 46. a concrete layer; 47. a cement layer; 5. a water seepage hole; 6. pre-burying a pit; 7. anti-skid ground piles; 8. a sand sediment trap; 9. a water conduit; 10. a cleaning device; 11. a protective box; 12. a barrier block; 13. a placement groove; 14. a hydraulic cylinder; 15. a hydraulic lever; 16. the cleaning plate and the components are all universal standard components or components known to those skilled in the art, and the structure and principle of the cleaning plate and the components are known to those skilled in the art through technical manuals or through routine experimental methods.

The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present specification describes embodiments, not every embodiment includes only a single embodiment, and such description is for clarity purposes only, and it is to be understood that all embodiments may be combined as appropriate by one of ordinary skill in the art to form other embodiments as will be apparent to those of skill in the art from the description herein.

Claims

1. A geological disaster landslide prevention building structure, comprising a basement (1), characterized in that: sediment trap (8) have been seted up to basement (1) outer wall one side, sediment trap (8) bottom is equipped with aqueduct (9), aqueduct (9) one side is equipped with cleaning device (10), cleaning device (10) include protecting box (11), separation piece (12), standing groove (13), pneumatic cylinder (14), hydraulic stem (15) and cleaning plate (16), aqueduct (9) one side is equipped with protecting box (11), the welding of protecting box (11) top has separation piece (12), install in the inside one side of sediment trap (8) separation piece (12), standing groove (13) have been seted up to protecting box (11) one side, inside pneumatic cylinder (14) that is equipped with of standing groove (13), hydraulic cylinder (14) one side is fixed to have cup jointed hydraulic stem (15), the welding of hydraulic stem (15) one side has cleaning plate (16), cleaning plate (16) movable mounting is inside standing groove (13).

2. The geological disaster landslide prevention building structure of claim 1, wherein: the base (1) top is equipped with infiltration hole (5), infiltration hole (5) top is equipped with stabilizer layer (4), stabilizer layer (4) are including hollow ground stake (41), reinforcing bar frame (42), wire net (43), tamped soil layer (44), rubble layer (45), concrete layer (46) and cement layer (47).

3. The geological disaster landslide prevention building structure of claim 2, wherein: stabilizer layer (4) bottom is equipped with hollow ground pile (41), hollow ground pile (41) inside is equipped with reinforcing bar frame (42), the welding of reinforcing bar frame (42) top has wire net (43), tamped soil layer (44) have been laid at wire net (43) top.

4. A geological disaster landslide prevention building structure as recited in claim 3, wherein: the anti-skid concrete block is characterized in that a gravel layer (45) is laid on the top of the rammed soil layer (44), a concrete layer (46) is laid on the top of the gravel layer (45), a cement layer (47) is laid on the top of the concrete layer (46), a slope surface (2) is arranged on the top of the cement layer (47), and anti-skid grains (3) are arranged on the top of the slope surface (2).

5. The geological disaster landslide prevention building structure of claim 1, wherein: an embedded pit (6) is formed in the base (1), and anti-sliding ground piles (7) are symmetrically arranged in the embedded pit (6).