CN214116651U - Backfill structure of geological disaster improvement engineering body dorsal side - Google Patents
Backfill structure of geological disaster improvement engineering body dorsal side Download PDFInfo
- Publication number
- CN214116651U CN214116651U CN202023259730.3U CN202023259730U CN214116651U CN 214116651 U CN214116651 U CN 214116651U CN 202023259730 U CN202023259730 U CN 202023259730U CN 214116651 U CN214116651 U CN 214116651U
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- plate
- transverse
- groove
- vertical
- geological disaster
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- 230000000694 effects Effects 0.000 claims abstract description 13
- 230000001681 protective effect Effects 0.000 claims description 25
- 241000196324 Embryophyta Species 0.000 abstract description 12
- 230000012010 growth Effects 0.000 abstract description 11
- 230000002787 reinforcement Effects 0.000 abstract description 5
- 230000006978 adaptation Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 9
- 230000033001 locomotion Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000246 remedial effect Effects 0.000 description 1
- 230000035040 seed growth Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model belongs to the technical field of the engineering is administered to the geological disasters, especially, for a dorsal part of the engineering body is administered to geological disasters constructs the body, to the dorsal part of the engineering body is administered to current geological disasters backfill structure body not convenient to demolish, lead to the problem that the protection net easily hinders ruderal growth to the protection network that is used for preventing rainwash, now propose following scheme, it includes vertical plate and protection network, the protection network with the protection network adaptation be connected the chute seted up to one side of vertical plate, the protection network with be connected chute swing joint, the transverse groove is seted up to vertical plate one side, the one end of two montants of fixedly connected with on the top inner wall of transverse groove. The utility model discloses a protection network covers the protection to the structure inclined plane, guarantees that the rainwater can not collapse the structure, guarantees the early growth effect of weed seed, and is convenient for demolish the protection network to avoid causing the blockking to ruderal growth, construct the reinforcement efficiency of the body with guaranteeing weeds.
Description
Technical Field
The utility model relates to a geological disasters administers engineering technical field, especially relates to a dorsal part of geological disasters administers engineering body backfills and constructs.
Background
The engineering measures or methods for preventing and treating geological disasters have two explanations of narrow and broad sense, wherein the narrow prevention and treatment project refers to various remedial and protective engineering measures built for preventing and treating geological disasters, and the broad prevention and treatment project is a general term of various working measures taken for preventing, controlling and treating geological disasters and reducing loss of the geological disasters. The method is also called geological disaster reduction engineering.
The existing geological disaster control engineering for preventing water and soil loss is characterized in that a construction body is backfilled on the back side of the construction body, the construction body is reinforced and prevented from collapsing through the construction body, weeds need to be planted on the inclined plane of the construction body to prevent soil loss of the construction body, the inclined plane of the construction body is covered through a protective net in the early stage of seed growth, rainwater is guaranteed not to collapse the construction body, the protective net is not convenient to dismantle, the protective net is prone to hindering growth of the weeds, and the reinforcing efficiency of the weed construction body is reduced.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the dorsal part of the geological disaster that has now and administering engineering body's backfill structure body and be not convenient for demolish the protection network that is used for preventing rainwash, lead to the protection network easily to obstruct ruderal growth, reduce the shortcoming of the reinforcement efficiency that weeds built the body, and the dorsal part of the geological disaster that provides administers engineering body's backfill structure body.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a backfill structure at the back side of a geological disaster management engineering body comprises a vertical plate and a protective net, wherein one side of the vertical plate is provided with a connecting chute matched with the protective net, the protective net is movably connected with the connecting chute, one side of the vertical plate is provided with a transverse groove, one end of two vertical rods is fixedly connected to the inner wall of the top of the transverse groove, the outer sides of the two vertical rods are slidably sleeved with a transverse plate, the bottom of the transverse plate is fixedly provided with a clamping plate, the top of the protective net is provided with a clamping groove, the clamping plate is movably clamped with the clamping groove, one side of the clamping plate is provided with a transverse hole, a transverse rod is slidably arranged in the transverse hole, one end of the transverse rod is fixedly provided with a vertical plate, the bottom of one side of the vertical plate is fixedly provided with a clamping rod, the inner wall of one side of the clamping groove is provided with an inserting hole, the clamping rod and the inserting hole are movably clamped, one side of the clamping plate is provided with a groove, the top fixed mounting of horizontal pole has the slide, the spout has been seted up to the bottom of diaphragm, slide and spout sliding connection, and slide one side fixed mounting has positioning spring's one end, positioning spring's the other end and spout one side inner wall fixed connection, the opposite side fixed mounting of slide has the square plate, and the square groove has been seted up to a montant one side in two montants, and the square plate clamps with the square groove activity.
Preferably, a baffle is fixedly arranged on one side of the transverse plate, and the baffle is movably abutted against one side of the vertical plate to seal the transverse groove.
Preferably, a guide hole is formed in one side of the baffle, and the cross rod is connected with the guide hole in a sliding mode and guides the cross rod.
Preferably, the top of diaphragm fixedly connected with two reset spring's one end, reset spring's the other end and the top inner wall fixed connection of transverse groove reset the diaphragm.
Preferably, the bottom fixed mounting of montant has the limiting plate, and the limiting plate supports spacingly with the bottom activity butt of diaphragm to the diaphragm.
Preferably, a vertical hole is formed in the inner wall of the bottom of the transverse groove, and the clamping plate is connected with the vertical hole in a sliding mode and guides the clamping plate.
In the utility model, the backfill structure at the back side of the geological disaster control engineering body is fixed in the connecting chute through the clamping plates and the clamping grooves in the protective net, and the vertical movement of the protective net is limited through the splicing of the clamping plates and the splicing holes, so that the installation stability of the protective net is improved, the inclined plane of the structure is covered and protected through the protective net, the structure is prevented from being collapsed by rainwater, and the early growth effect of weed seeds is ensured;
the utility model discloses in, a backfill structure of geological disaster control engineering body dorsal part, through pressing the horizontal pole, the horizontal pole drives the slide and compresses the positioning spring to one side motion, make the square plate break away from with the connection of square groove, the horizontal pole drives riser and kelly and moves to one side, make the kelly break away from the contact with recess and spliced eye, then through promoting baffle upward movement, the baffle drives the diaphragm upward movement and compresses reset spring, the diaphragm drives the cardboard upward movement, make the cardboard break away from with the connection of draw-in groove, thereby break away from the fixed to the protection network, in order to demolish the protection network, thereby avoid causing the hindrance to ruderal growth, in order to guarantee the reinforcement efficiency of weeds structure;
the utility model has the advantages of reasonable design, cover the protection to the structure inclined plane through the protection network, guarantee that the rainwater can not collapse the structure, guarantee the early growth effect of weed seed, and be convenient for demolish the protection network to avoid causing to block ruderal growth, construct the reinforcement efficiency of the body with assurance weeds, the reliability is high.
Drawings
Fig. 1 is a schematic structural view of a backfill structure at the back side of a geological disaster abatement engineering body provided by the present invention;
fig. 2 is a schematic structural diagram of a portion a of a backfill structure at the back side of a geological disaster abatement engineering body according to the present invention;
fig. 3 is a schematic structural diagram of a portion B of the backfill structure at the back side of the geological disaster abatement engineering body provided by the utility model.
In the figure: 1. a vertical plate; 2. a protective net; 3. connecting the chute; 4. a card slot; 5. inserting holes; 6. a transverse slot; 7. a transverse plate; 8. clamping a plate; 9. a cross bar; 10. a vertical plate; 11. a clamping rod; 12. a groove; 13. a limiting plate; 14. a slide plate; 15. a positioning spring; 16. a square plate; 17. a vertical rod; 18. a return spring; 19. and a baffle 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.
Referring to fig. 1-3, a backfill structure at the back side of a geological disaster control project, which comprises a vertical plate 1 and a protective screen 2, wherein one side of the vertical plate 1 is provided with a connecting chute 3 matched with the protective screen 2, the protective screen 2 is movably connected with the connecting chute 3, one side of the vertical plate 1 is provided with a transverse groove 6, one end of two vertical rods 17 is fixedly connected to the inner wall of the top of the transverse groove 6, the outer sides of the two vertical rods 17 are slidably sleeved with a same transverse plate 7, the bottom of the transverse plate 7 is fixedly provided with a clamping plate 8, the top of the protective screen 2 is provided with a clamping groove 4, the clamping plate 8 is movably clamped with the clamping groove 4, one side of the clamping plate 8 is provided with a transverse hole, a transverse rod 9 is slidably mounted in the transverse hole, one end of the transverse rod 9 is fixedly provided with a vertical plate 10, the bottom of one side of the vertical plate 10 is fixedly provided with a clamping rod 11, the inner wall of one side of the clamping groove 4 is provided with an inserting hole 5, the clamping rod 11 is movably clamped with the inserting hole 5, cardboard 8 one side is seted up flutedly 12, kelly 11 clamps with recess 12 activity, the top fixed mounting of horizontal pole 9 has slide 14, the spout has been seted up to the bottom of diaphragm 7, slide 14 and spout sliding connection, and slide 14 one side fixed mounting has positioning spring 15's one end, positioning spring 15's the other end and spout one side inner wall fixed connection, slide 14's opposite side fixed mounting has square plate 16, the square groove has been seted up to one side of 17 one of two montants 17, square plate 16 clamps with the square groove activity.
The utility model discloses in, diaphragm 7 one side fixed mounting has baffle 19, and baffle 19 seals transverse groove 6 with one side activity butt of vertical plate 1.
The utility model discloses in, the guiding hole has been seted up to baffle 19 one side, and horizontal pole 9 leads horizontal pole 9 with guiding hole sliding connection.
The utility model discloses in, two reset spring 18's of top fixedly connected with one end of diaphragm 7, reset spring 18's the other end and the top inner wall fixed connection of transverse groove 6 reset diaphragm 7.
The utility model discloses in, the bottom fixed mounting of montant 17 has limiting plate 13, and limiting plate 13 supports spacingly to diaphragm 7 with the bottom activity butt of diaphragm 7.
The utility model discloses in, seted up vertical hole on the bottom inner wall of transverse groove 6, cardboard 8 and vertical hole sliding connection lead cardboard 8.
In the utility model, when in use, the protective net 2 is fixed in the connecting chute 3 through the joint of the clamping plate 8 and the clamping groove 4, and the vertical movement of the protective net 2 is limited through the joint of the clamping plate 8 and the inserting hole 5, thereby improving the installation stability of the protective net 2, the inclined plane of the building body is covered and protected through the protective net 2, ensuring that rainwater can not collapse the building body, ensuring the early growth effect of weed seeds, and the square plate 16 is separated from the connection with the square groove by pressing the cross rod 9, the cross rod 9 drives the sliding plate 14 to move to one side and compressing the positioning spring 15, the cross rod 9 drives the vertical plate 10 and the clamping rod 11 to move to one side, so that the clamping rod 11 is separated from the contact with the groove 12 and the inserting hole 5, then the baffle plate 19 moves upwards by pushing the baffle plate 19, the baffle plate 19 drives the transverse plate 7 to move upwards and compresses the return spring 18, the transverse plate 7 drives the clamping plate 8 to move upwards, make cardboard 8 break away from with being connected of draw-in groove 4 to break away from the fixed to protection network 2, so that demolish protection network 2, thereby avoid causing the hindrance to ruderal growth, in order to guarantee the reinforcement efficiency of weeds structure.
Claims (6)
1. The backfill structure at the back side of the geological disaster improvement engineering body comprises a vertical plate (1) and a protective net (2), and is characterized in that one side of the vertical plate (1) is provided with a connecting chute (3) matched with the protective net (2), the protective net (2) is movably connected with the connecting chute (3), one side of the vertical plate (1) is provided with a transverse groove (6), one end of two vertical rods (17) is fixedly connected on the inner wall of the top of the transverse groove (6), the outer sides of the two vertical rods (17) are slidably sleeved with a transverse plate (7), the bottom of the transverse plate (7) is fixedly provided with a clamping plate (8), the top of the protective net (2) is provided with a clamping groove (4), the clamping plate (8) is movably clamped with the clamping groove (4), one side top of the clamping plate (8) is provided with a transverse hole, a transverse rod (9) is slidably installed in the transverse hole, one end of the transverse rod (9) is fixedly installed with a vertical plate (10), one side bottom fixed mounting of riser (10) has kelly (11), jack (5) have been seted up on one side inner wall of draw-in groove (4), and kelly (11) clamp with jack (5) activity, and cardboard (8) one side is seted up fluted (12), kelly (11) clamp with recess (12) activity, the top fixed mounting of horizontal pole (9) has slide (14), the spout has been seted up to the bottom of diaphragm (7), slide (14) and spout sliding connection, and slide (14) one side fixed mounting has the one end of positioning spring (15), the other end and spout one side inner wall fixed connection of positioning spring (15), the opposite side fixed mounting of slide (14) has square slab (16), and the square groove has been seted up to one side of montant (17) in two montants (17), and square slab (16) clamp with the square groove activity.
2. The backfill structure at the back side of a geological disaster control project according to claim 1, characterized in that a baffle (19) is fixedly installed at one side of the horizontal plate (7), and the baffle (19) is movably abutted against one side of the vertical plate (1).
3. The backfill structure at the back side of a geological disaster abatement engineering body according to claim 2, characterized in that one side of the baffle (19) is provided with a guide hole, and the cross bar (9) is connected with the guide hole in a sliding manner.
4. The backfill structure at the back side of a geological disaster abatement engineering body according to claim 1, characterized in that the top of the transverse plate (7) is fixedly connected with one end of two return springs (18), and the other end of the return springs (18) is fixedly connected with the inner wall at the top of the transverse groove (6).
5. The backfill structure at the back side of a geological disaster improvement project according to claim 1, characterized in that a limiting plate (13) is fixedly mounted at the bottom end of the vertical rod (17), and the limiting plate (13) is movably abutted to the bottom of the transverse plate (7).
6. The backfill structure at the back side of a geological disaster abatement engineering body according to claim 1, characterized in that a vertical hole is opened on the inner wall of the bottom of the transverse groove (6), and the clamping plate (8) is connected with the vertical hole in a sliding manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023259730.3U CN214116651U (en) | 2020-12-29 | 2020-12-29 | Backfill structure of geological disaster improvement engineering body dorsal side |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023259730.3U CN214116651U (en) | 2020-12-29 | 2020-12-29 | Backfill structure of geological disaster improvement engineering body dorsal side |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214116651U true CN214116651U (en) | 2021-09-03 |
Family
ID=77485766
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023259730.3U Expired - Fee Related CN214116651U (en) | 2020-12-29 | 2020-12-29 | Backfill structure of geological disaster improvement engineering body dorsal side |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214116651U (en) |
-
2020
- 2020-12-29 CN CN202023259730.3U patent/CN214116651U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210903 |