CN214530724U - Side slope is administered in protection of geological disasters hidden danger - Google Patents
Side slope is administered in protection of geological disasters hidden danger Download PDFInfo
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- CN214530724U CN214530724U CN202121248990.2U CN202121248990U CN214530724U CN 214530724 U CN214530724 U CN 214530724U CN 202121248990 U CN202121248990 U CN 202121248990U CN 214530724 U CN214530724 U CN 214530724U
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Abstract
The utility model discloses a side slope is administered in protection of geological disasters hidden danger, including the slope body, set up the lattice on the slope body, vegetation substrate layer and protection network, still be provided with on the slope body and drain the canal and mix earth barricade, its characterized in that: the slope body is also provided with a lattice support frame, the lattice is provided with drain holes, the slope body is provided with a drainage ditch, a plurality of convex blocks are arranged in the drainage ditch, and a water diversion channel is also communicated in the slope body; the utility model discloses the effect that the lattice support frame can play the support to the lattice to the cracked condition of lattice is avoided appearing in the overall structure stability of reinforcing protection side slope.
Description
[ technical field ] A method for producing a semiconductor device
The utility model relates to a protection side slope technical field specifically indicates a side slope is administered in protection of geological disasters hidden danger.
[ background of the invention ]
The side slope is a slope formed naturally or artificially, is one of the most basic geological environments in human engineering activities, and is also the most common engineering form in engineering construction. The slope is prone to collapse or landslide, so that the protection device needs to be used for effectively protecting the slope.
The traditional protective side slope is affected by geological disasters, so that the situation of lattice instability often occurs, finally, lattice fracture is caused, and the side slope protective effect is lost; therefore, the geological disaster hidden danger protection and treatment side slope is provided.
[ Utility model ] content
The utility model aims at solving traditional protection side slope and receiving geological disasters 'influence, often can appear the unstable condition of lattice, finally lead to the lattice fracture, lose side slope protecting effect's problem and provide a geological disasters hidden danger protection and administer the side slope.
In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides a side slope is administered in protection of geological disasters hidden danger, includes the slope body, sets up the lattice on the slope body, vegetation substrate layer and protection network, still be provided with drainage channel and muddy earth barricade on the slope body, its characterized in that: the slope is characterized in that a lattice support frame is further arranged on the slope body, drain holes are formed in the lattice, a drainage ditch is arranged on the slope body, a plurality of convex blocks are arranged in the drainage ditch, and a water diversion channel is further communicated in the slope body.
Further preferred is: the lattice support frame comprises an anchor arranged on the slope body and a triangular support frame connected with the anchor, and the triangular support frame is in contact fit with the lattice top.
Further preferred is: the lattice comprises a fixed anchor rod arranged on a slope body, a reinforcing steel bar connected with the fixed anchor rod and a concrete layer poured on the fixed anchor rod and the reinforcing steel bar.
Further preferred is: and barbs are arranged on the fixed anchor rods.
Further preferred is: the vegetation substrate layer is a mixed layer of soil and plant seeds.
Further preferred is: the lattice is also provided with a hook, and the protective net is arranged on the hook.
Further preferred is: one end of the diversion canal is fixedly connected with the pouring platform.
The utility model has the advantages that:
the utility model discloses the effect that the lattice support frame can play the support to the lattice to the cracked condition of lattice is avoided appearing in the overall structure stability of reinforcing protection side slope.
[ description of the drawings ]
FIG. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic structural view of another perspective of the present invention;
FIG. 3 is an enlarged view at A of FIG. 1;
FIG. 4 is a schematic structural view of a lattice support frame;
fig. 5 is an enlarged view at B in fig. 1.
Illustration of the drawings: 1. a slope body; 101. a drainage channel; 102. a water discharge tank; 1021. a pouring platform; 2. lattice structure; 201. fixing an anchor rod; 2011. a barb; 202. reinforcing steel bars; 203. a concrete layer; 3. a vegetation substrate layer; 4. a protective net; 401. hooking; 5. concrete retaining walls; 501. a drain through hole; 6. a lattice support frame; 601. anchoring the bolts; 602. a triangular support frame; 603. connecting sleeves; 7. a drainage ditch; 701. a bump; 8. a drain hole; 9. a water diversion canal.
Detailed Description
The following description will be further made with reference to fig. 1 to 5 for the protection and management of the side slope of the present invention.
Referring to the attached drawings 1-2, the side slope for protection and treatment of the hidden danger of the geological disaster according to the embodiment includes a slope body 1, a lattice 2 arranged on the slope body 1, a vegetation substrate layer 3 and a protective net 4, wherein the slope body 1 is further provided with a drainage channel 101 and a concrete retaining wall 5, and is characterized in that: the slope body 1 is further provided with a lattice support frame 6, the lattice 2 is provided with drain holes 8, the slope body 1 is provided with a drain ditch 7, a plurality of convex blocks 701 are arranged in the drain ditch 7, and a water channel 9 is communicated with the slope body; through the arrangement of the drainage ditch 7, drainage on a hillside can be facilitated, and meanwhile, due to the arrangement of the soil blocks 701 in the drainage ditch 7, the flowing water of the drainage ditch 7 can be blocked, so that the flow rate of the flowing water is reduced, and the phenomenon that the impact force on the drainage ditch 7 and slope feet is too large due to the too large flow rate of the flowing water, and the damage to a protection side slope is caused is avoided; the drainage holes 8 can facilitate drainage of the lattice 2.
Referring to fig. 4, the lattice support frame 6 comprises an anchor 601 mounted on the slope body 1, and a triangular support frame 602 welded with the anchor 601, wherein the triangular support frame 602 is in contact fit with the top of the lattice 2; can play the effect of support to lattice 2 through triangular supports frame 602 to the structural stability of the protection side slope of increase.
Referring to fig. 1 to 4, the lattice 2 includes a fixing anchor 201 installed on the slope body 1, a reinforcing bar 202 connected to the fixing anchor 201, and a concrete layer 203 cast on the fixing anchor 201 and the reinforcing bar 202.
Referring to fig. 3, the fixing anchor 201 is provided with a barb 2011; through barb 2011, at the in-process that concrete was pour, can increase the area of contact of fixed stock 201 and concrete to increase the structural stability of fixed stock 201.
Referring to fig. 1-2, the vegetation substrate layer 3 is a mixed layer of soil and plant seeds.
Referring to fig. 1-2, a hook 401 is further disposed on the lattice 2, and the protection net 4 is mounted on the hook 401; through the setting of couple 401, the installation of protection network 4 can be convenient for, can play the effect of sheltering from to the stone roll on the slope body 1 through protection network 4 simultaneously, and the effectual stone roll of having avoided on the slope body 1 falls, increases the potential safety hazard of slope foot.
Referring to fig. 1-5, a drainage channel 102 is arranged on the slope body 1, a pouring platform 1021 is arranged in the drainage channel 102, and one end of the approach canal 9 is fixedly connected with the pouring platform 1021; the setting through water drainage tank 102 can concentrate the flowing water on the hillside and flow out to the drainage channel 101 from the inlet channel 9 in, avoids a large amount of flowing water on the hillside to flow through from slope body 1 surface, erodees slope body 1 surface, causes soil erosion, influences the stability of slope body, simultaneously through with inlet channel 9 with pour platform 1021 fixed connection, can prevent to appear sinking of inlet channel 9 in the use to avoid influencing the drainage performance of inlet channel 9.
In the utility model, the water inlet pipe is provided with a water inlet pipe; the lattice supports 6 can support the lattice 2, the structural stability of the protective side slope is improved, the rolling stones on the slope body 1 can be shielded through the protective net 4, and meanwhile, the concrete retaining wall 5 can shield the rolling stones rolling on the slope body 1 and can also prevent landslide; the water flow on the slope body 1 can intensively flow into the drainage channel 101 from the drainage groove 102 along the water channel 9 for drainage; meanwhile, the drainage ditch 7 is arranged to facilitate drainage on hillsides; the arrangement of the convex block 701 can stop the water flow of the drainage ditch 7, so that the flow velocity of the water flow is reduced, and the damage of the protective side slope caused by overlarge impact force of the water flow is avoided; the arrangement of the water diversion channel 9 and the water drainage channel 7 can effectively reduce the scouring of water flow on the slope body 1, and the condition of water and soil loss is avoided.
The above-mentioned embodiment is right the utility model discloses an explanation, it is not right the utility model discloses a limited, any right the scheme after the simple transform of the utility model all belongs to the protection scope of the utility model.
Claims (7)
1. The utility model provides a side slope is administered in protection of geological disasters hidden danger, includes slope body (1), sets up lattice (2) on slope body (1), vegetation substrate layer (3) and protection network (4), still be provided with on slope body (1) and drain ditch (101) and muddy earth barricade (5), its characterized in that: still be provided with lattice support frame (6) on the slope body (1), be provided with wash port (8) on lattice (2), be provided with escape canal (7) on the slope body (1), be provided with a plurality of lugs (701) in escape canal (7), still open diversion channel (9) in the slope body.
2. The geological disaster hidden danger protection and treatment side slope according to claim 1, characterized in that: the lattice support frame (6) comprises an anchor (601) arranged on the slope body (1) and a triangular support frame (602) connected with the anchor (601), wherein the triangular support frame (602) is in contact fit with the lattice (2) in a top mode.
3. The geological disaster hidden danger protection and treatment side slope according to claim 1, characterized in that: the lattice (2) comprises a fixed anchor rod (201) arranged on the slope body (1), a reinforcing steel bar (202) connected with the fixed anchor rod (201), and a concrete layer (203) poured on the fixed anchor rod (201) and the reinforcing steel bar (202).
4. The side slope is administered in protection of geological disaster hidden danger according to claim 3, characterized in that: and barbs (2011) are arranged on the fixed anchor rod (201).
5. The geological disaster hidden danger protection and treatment side slope according to claim 1, characterized in that: the vegetation substrate layer (3) is a mixed layer of soil and plant seeds.
6. The geological disaster hidden danger protection and treatment side slope according to claim 1, characterized in that: the lattice structure (2) is further provided with a hook (401), and the protective net (4) is installed on the hook (401).
7. The geological disaster hidden danger protection and treatment side slope according to claim 1, characterized in that: the slope body (1) is provided with a drainage groove (102), a pouring platform (1021) is arranged in the drainage groove (102), and the diversion canal (9) is fixedly connected with the pouring platform (1021).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121248990.2U CN214530724U (en) | 2021-06-05 | 2021-06-05 | Side slope is administered in protection of geological disasters hidden danger |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121248990.2U CN214530724U (en) | 2021-06-05 | 2021-06-05 | Side slope is administered in protection of geological disasters hidden danger |
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| Publication Number | Publication Date |
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| CN214530724U true CN214530724U (en) | 2021-10-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121248990.2U Active CN214530724U (en) | 2021-06-05 | 2021-06-05 | Side slope is administered in protection of geological disasters hidden danger |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115821953A (en) * | 2022-12-27 | 2023-03-21 | 重庆交通大学 | Ecological slope protection structure and construction method thereof |
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2021
- 2021-06-05 CN CN202121248990.2U patent/CN214530724U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115821953A (en) * | 2022-12-27 | 2023-03-21 | 重庆交通大学 | Ecological slope protection structure and construction method thereof |
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