CN217500091U - Water area side slope protective structure - Google Patents
Water area side slope protective structure Download PDFInfo
- Publication number
- CN217500091U CN217500091U CN202221721257.2U CN202221721257U CN217500091U CN 217500091 U CN217500091 U CN 217500091U CN 202221721257 U CN202221721257 U CN 202221721257U CN 217500091 U CN217500091 U CN 217500091U
- Authority
- CN
- China
- Prior art keywords
- side slope
- concrete
- multiunit
- holes
- hole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000001681 protective effect Effects 0.000 title claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 12
- 239000004567 concrete Substances 0.000 claims abstract description 30
- 239000003643 water by type Substances 0.000 claims abstract description 7
- 244000025254 Cannabis sativa Species 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract 1
- 239000002689 soil Substances 0.000 description 11
- 230000007547 defect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
Images
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to a side slope protection technical field discloses a waters side slope protective structure, including the side slope, the vertical hole that multiunit equidistance distributes is seted up on the side slope top, the inclined hole that multiunit equidistance distributes is seted up to the side of side slope, the multiunit vertical hole and multiunit the inclined hole communicates each other, communicates each other vertical hole and inclined hole have all been pour the concrete, are located on the side slope hypotenuse the through-hole has all been seted up in the concrete outside, demountable installation has the connecting piece in the through-hole. This application technical scheme not only increases the fastness of side slope skeleton through side slope, vertical hole, inclined hole, concrete, through-hole, connecting piece, braided bag, side slope protecting wire net and fastener, when laying braided bag and side slope protecting wire net on the side slope respectively in addition, can fix a position the connecting piece on being located the side slope hypotenuse through the fastener, greatly increased the firm and stable of side slope protecting wire net, effectively avoid the earth landslide on the side slope.
Description
Technical Field
The utility model relates to a side slope protection technical field specifically is a waters side slope protective structure.
Background
At present, in recent years, the most serious disaster of rivers is that water erodes the rivers, damages the rivers, causes multiple flood disasters, and causes a great amount of life and property loss and water and soil loss. The traditional slope protection construction method has the following defects: firstly, the water retention capacity is low, and a runoff ditch and erosion are easily formed. Secondly, the side slope is stable, the scouring of the slope surface is slight, and the water-invading area is not uniform for a long time in the place with large slope, so people usually install a prevention structure on the side slope of the water area to protect the side slope.
The existing side slope protection structure has some defects, for example; most of the existing side slope protection structures prevent soil loss on the side slope by paving a protection net on the side slope, but because the protection net is also fixed in the soil on the side slope, the firmness is poor, and the protection net is easy to fall off after being used for a long time. For this reason, new technical solutions need to be designed to solve the problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a waters side slope protective structure has solved the problem that proposes among the background art.
In order to achieve the above object, the utility model provides a following technical scheme: a water area side slope protection structure comprises a side slope, wherein a plurality of groups of equidistantly distributed vertical holes are formed in the top end of the side slope, a plurality of groups of equidistantly distributed inclined holes are formed in the side edge of the side slope, the plurality of groups of vertical holes and the plurality of groups of inclined holes are mutually communicated, concrete is poured into the mutually communicated vertical holes and inclined holes, through holes are formed in the outer sides of the concrete on the inclined edges of the side slope, and connecting pieces are detachably mounted in the through holes;
lie in the braided bag that the multiunit equidistance distributes is put to the slope hypotenuse, the multiunit the side slope protecting wire net has been laid in the braided bag outside, the welding has the fastener that the multiunit equidistance distributes on the side slope protecting wire net, the multiunit the fastener respectively with the multiunit the connecting piece corresponds each other.
As an alternative scheme of this application technical scheme, the multiunit vertical hole and multiunit the inclined hole communicates each other, and the multiunit the concrete interconnect.
As an alternative scheme of this application technical scheme, every group all be equipped with earth in the braided bag, every group in the braided bag earth has all put the grass seeds.
As an alternative scheme of this application technical scheme, the concrete layer has been laid at the side slope top, the concrete layer with be located the side slope top the concrete is connected.
As an alternative scheme of the technical scheme, a protection platform is laid on the bottom side of the side slope, and a circulation groove is formed in the middle of the protection platform.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. this application technical scheme passes through the side slope, vertical hole, the inclined hole, the concrete, the through-hole, the connecting piece, the braided bag, side slope protecting wire net and fastener, after having seted up multiunit vertical hole and inclined hole on the side slope, and pour equivalent concrete and solidify, not only increase the fastness of side slope skeleton, and when laying braided bag and side slope protecting wire net on the side slope respectively, can fix a position the connecting piece on being located the side slope inclined edge through the fastener, greatly increased side slope protecting wire net's firm and stable, effectively avoid the earth landslide on the side slope.
2. This application technical scheme all is equipped with earth in through every group braided bag, and the earth in every group braided bag has all put the grass seeds, and the braided bag that is equipped with earth and grass seeds when the multiunit is put on the slope hypotenuse after, not only can avoid the earth in the braided bag to run off, can rely on heavier braided bag to finalize the design to the slope hypotenuse moreover.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
fig. 1 is a schematic view of the overall structure of a water area slope protection structure of the present invention;
fig. 2 is the utility model relates to a waters side slope protective structure's braided bag structure sketch map.
In the figure: 1. side slope; 2. a vertical hole; 3. an inclined hole; 4. concrete; 5. a through hole; 6. a connecting member; 7. woven bags; 8. a side slope protecting net; 9. a fastener; 10. soil; 11. grass seeds; 12. a concrete layer; 13. a protection platform; 14. and (4) a circulating groove.
Detailed Description
Referring to fig. 1-2, the present invention provides a technical solution: a water area side slope protection structure comprises a side slope 1, wherein a plurality of groups of equidistantly distributed vertical holes 2 are formed in the top end of the side slope 1, a plurality of groups of equidistantly distributed inclined holes 3 are formed in the side edge of the side slope 1, the plurality of groups of vertical holes 2 are mutually communicated with the plurality of groups of inclined holes 3, concrete 4 is poured in the mutually communicated vertical holes 2 and the inclined holes 3, through holes 5 are formed in the outer sides of the concrete 4 on the inclined edges of the side slope 1, and connecting pieces 6 are detachably mounted in the through holes 5;
a plurality of groups of woven bags 7 distributed at equal intervals are arranged on the bevel edge of the side slope 1, a side slope protection net 8 is laid outside the plurality of groups of woven bags 7, a plurality of groups of fasteners 9 distributed at equal intervals are welded on the side slope protection net 8, and the plurality of groups of fasteners 9 correspond to the plurality of groups of connecting pieces 6 respectively.
In this kind of technical scheme, through side slope 1, vertical hole 2, inclined hole 3, concrete 4, through-hole 5, connecting piece 6, braided bag 7, side slope protecting wire net 8 and fastener 9, after having seted up multiunit vertical hole 2 and inclined hole 3 on side slope 1, and pour equivalent concrete 4 and solidify, not only increase the fastness of 1 skeleton of side slope, and when laying braided bag 7 and side slope protecting wire net 8 on side slope 1 respectively, can fix a position connecting piece 6 on being located 1 hypotenuse of side slope through fastener 9, greatly increased side slope protecting wire net 8's firmly and stable, effectively avoid the earth landslide on the side slope 1.
In some technical schemes, a plurality of groups of vertical holes 2 are communicated with a plurality of groups of inclined holes 3, and a plurality of groups of concretes 4 are connected with each other.
In this kind of technical scheme, through the intercommunication each other of multiunit vertical hole 2 and multiunit inclined hole 3, can make concreting 4 communicate each other to increase the firm and stable of side slope.
In some technical schemes, soil 10 is filled in each group of woven bags 7, and grass seeds 11 are placed in the soil 10 in each group of woven bags 7.
In this kind of technical scheme, after the braided bag 7 that the multiunit was equipped with earth 10 and grass kind 11 was placed on side slope 1 hypotenuse, not only can avoid the earth in the braided bag 7 to run off, can rely on heavier braided bag 7 to finalize the design to side slope 1 hypotenuse moreover.
In some technical schemes, a concrete layer 12 is laid on the top of the side slope 1, and the concrete layer 12 is connected with the concrete 4 on the top of the side slope 1.
In this kind of technical scheme, cooperation side slope 1 top has laid concrete layer 12, not only guarantees the firm and stable at side slope 1 top, moreover because with the concrete 4 intercommunication of pouring in vertical hole 2, has further improved the protection of side slope 1.
In some technical schemes, a protective platform 13 is laid on the bottom side of the side slope 1, and a circulation groove 14 is formed in the middle of the protective platform 13.
In the technical scheme, when rainwater and sundries fall down from the side slope 1 due to special weather, the sundries can be collected by matching with the circulation groove 14 in the protective platform 13.
When a waters side slope protective structure uses, it is required to explain, the utility model relates to a waters side slope protective structure, each part is the parts that general standard spare or technical staff in the field know, and its structure and principle all are that this technical staff all can learn through the technical manual or learn through conventional experimental approach.
When in use, a plurality of groups of vertical holes 2 and inclined holes 3 are firstly arranged on the side slope 1, and equivalent concrete 4 is poured for solidification, so that not only is the firmness of the side slope 1 framework increased, but also when woven bags 7 and side slope protection nets 8 are respectively paved on the side slope 1, the fixing parts 6 positioned on the inclined sides of the side slope 1 can be positioned through the fastening parts 9, so that the firmness and the stability of the side slope protection nets 8 are greatly increased, the soil landslide on the side slope 1 is effectively avoided, meanwhile, soil 10 is filled in each group of woven bags 7, grass seeds 11 are arranged in the soil 10 in each group of woven bags 7, when a plurality of groups of woven bags 7 filled with the soil 10 and the grass seeds 11 are arranged on the inclined sides of the side slope 1, the soil loss in the woven bags 7 can be avoided, the side slope 1 can be shaped by virtue of the heavier woven bags 7, finally, when rainwater and sundries fall down due to special weather, the sundries can be collected by matching with the circulation groove 14 in the protective table 13.
Claims (5)
1. The utility model provides a waters side slope protective structure, includes side slope (1), its characterized in that: the side slope is characterized in that multiple groups of vertical holes (2) distributed equidistantly are formed in the top end of the side slope (1), multiple groups of inclined holes (3) distributed equidistantly are formed in the side edge of the side slope (1), the multiple groups of vertical holes (2) are communicated with the multiple groups of inclined holes (3), concrete (4) is poured in the vertical holes (2) and the inclined holes (3) which are communicated mutually, through holes (5) are formed in the outer sides of the concrete (4) on the inclined edges of the side slope (1), and connecting pieces (6) are detachably mounted in the through holes (5);
lie in side slope (1) hypotenuse overhead braided bag (7) that have the multiunit equidistance to distribute, the multiunit side slope protecting wire net (8) have been laid in the braided bag (7) outside, the welding has fastener (9) that the multiunit equidistance distributes on side slope protecting wire net (8), the multiunit fastener (9) respectively with the multiunit connecting piece (6) correspond each other.
2. The water slope protection structure as claimed in claim 1, wherein: the plurality of groups of vertical holes (2) are communicated with the plurality of groups of inclined holes (3), and the plurality of groups of concrete (4) are connected with each other.
3. A water bank slope protection structure as claimed in claim 1, wherein: every group all be equipped with earth (10) in braided bag (7), every group in braided bag (7) earth (10) all have put grass kind (11).
4. A water bank slope protection structure as claimed in claim 1, wherein: a concrete layer (12) is laid on the top of the side slope (1), and the concrete layer (12) is connected with the concrete (4) located on the top of the side slope (1).
5. A water bank slope protection structure as claimed in claim 1, wherein: a protective table (13) is laid on the bottom side of the side slope (1), and a circulation groove (14) is formed in the middle of the protective table (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221721257.2U CN217500091U (en) | 2022-07-06 | 2022-07-06 | Water area side slope protective structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221721257.2U CN217500091U (en) | 2022-07-06 | 2022-07-06 | Water area side slope protective structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217500091U true CN217500091U (en) | 2022-09-27 |
Family
ID=83341369
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221721257.2U Expired - Fee Related CN217500091U (en) | 2022-07-06 | 2022-07-06 | Water area side slope protective structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217500091U (en) |
-
2022
- 2022-07-06 CN CN202221721257.2U patent/CN217500091U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202208904U (en) | Semi-mobile combined flood-control dam | |
| CN111719500A (en) | Ecological slope protection system based on building engineering | |
| CN217500091U (en) | Water area side slope protective structure | |
| CN207739164U (en) | A kind of road culvert structure | |
| CN206680830U (en) | A kind of highway center isolated area drainage system | |
| CN206157742U (en) | Ecological bank protection module of concrete frame, bank protection | |
| CN114215010B (en) | Dam slope protection structure and construction method thereof | |
| CN109338994A (en) | One kind is chimeric to link sash ecological bank protection structure | |
| CN212103892U (en) | Ecological bank protection of high strength | |
| CN212052792U (en) | Protection rack for protecting foundation pit side slope | |
| CN211421036U (en) | Hydraulic engineering side slope protection prefabrication device | |
| CN212316830U (en) | Hydraulic engineering is with ecological slope protection brick of concatenation formula | |
| CN213038397U (en) | Highway subgrade side slope antiskid | |
| CN212175673U (en) | Retaining wall for hydraulic engineering | |
| CN111926766A (en) | Soil erosion and water loss prevention type revetment structure | |
| CN210315599U (en) | Slope greening water and soil protection structure | |
| CN209260662U (en) | One kind is chimeric to link sash ecological bank protection structure | |
| CN206752532U (en) | A kind of antiseepage laying structure | |
| CN206298798U (en) | A kind of permeable silting blocking pavement structure | |
| CN218643394U (en) | Ecological green supporting construction that covers of high steep rock side slope for green mine restoration | |
| CN216428162U (en) | Ecological brick for soil and water conservation | |
| CN109989385B (en) | Soil and water conservation structure for hydraulic engineering | |
| CN215758839U (en) | Slope protection bearing structure for hydraulic engineering | |
| CN211200279U (en) | Slope protection brick for hydraulic engineering | |
| CN213114502U (en) | Hydraulic engineering construction concrete slope wall |
Legal Events
| 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: 20220927 |