CN109778776A - The water conservancy slope protection of concealed structure - Google Patents
The water conservancy slope protection of concealed structure Download PDFInfo
- Publication number
- CN109778776A CN109778776A CN201910190375.1A CN201910190375A CN109778776A CN 109778776 A CN109778776 A CN 109778776A CN 201910190375 A CN201910190375 A CN 201910190375A CN 109778776 A CN109778776 A CN 109778776A
- Authority
- CN
- China
- Prior art keywords
- slope protection
- buried
- kickboard
- transverse tube
- water conservancy
- 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.)
- Granted
Links
- 230000004224 protection Effects 0.000 title claims abstract description 56
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 26
- 230000000694 effects Effects 0.000 claims description 21
- 239000000463 material Substances 0.000 claims description 5
- 238000001914 filtration Methods 0.000 claims description 4
- 229920002457 flexible plastic Polymers 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 8
- 230000001681 protective effect Effects 0.000 abstract description 5
- 239000007788 liquid Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The invention discloses a kind of water conservancy slope protections of concealed structure, buried transverse tube including laterally pre-buried one be inserted in slope surface piece or more, it is arranged in slope surface between one or more buried transverse tube in linear type, an admission chamber is provided in every buried transverse tube, the admission chamber is close to one side opening of river, one or more buried vertical tube is inserted perpendicularly at the top of every buried transverse tube, the interface channel that a upper and lower side is open is offered inside buried vertical tube, a slope protection piece is inserted into each interface channel, a kickboard is respectively provided in the admission chamber of every buried transverse tube, the bottom of slope protection piece is inserted in the slot of kickboard upper end setting respectively and is fixedly connected, the top dimpling of slope protection piece is in the top of buried vertical tube.The present invention be all under general weather it is concealed, in shape, entire slope surface is very beautiful, only plantation vegetation, without protective slope structure, and have extraordinary water-resistant performance, the loss of soil can be effectively reduced.
Description
Technical field
The present invention relates to a kind of hydraulic engineering field, in particular to a kind of water conservancy slope protection of concealed structure.
Background technique
Protective slope structure can be all set on river course slope protection, its purpose is to lock the soil in slope surface, reduce the stream of soil
It loses.Currently, common protective slope structure generally uses slope protection net, slope-protecting vegetation etc., but the structure that slope protection net is arranged can block
Vegetation is planted, so that the planting number of plantation vegetation is reduced, destroys the overall aesthetics of slope surface, exposed protective slope structure is using
When there are many deficiencies.
Summary of the invention
The technical problem to be solved by the present invention is to a kind of water conservancy slope protections of concealed structure, and when not in use, plantation is planted
It is exposed by whole, overall aesthetics will not be destroyed because of protective slope structure, and can all rise when amount of rainfall is very big, it can
Protection plantation vegetation well, and reduce soil erosion.
The present invention is achieved through the following technical solutions: a kind of water conservancy slope protection of concealed structure, including laterally pre-
One or more buried transverse tube being inserted in slope surface is buried, is in that linear type is arranged in slope surface between one or more buried transverse tube
On, be provided with an admission chamber in every buried transverse tube, the admission chamber close to one side opening of river, every buried transverse tube
Top is inserted perpendicularly into one or more buried vertical tube, and it is logical that the connection that a upper and lower side is open is offered inside buried vertical tube
Road is inserted into a slope protection piece in each interface channel, a kickboard, the bottom of slope protection piece is respectively provided in the admission chamber of every buried transverse tube
Portion is inserted in the slot of kickboard upper end setting respectively and is fixedly connected, and the top dimpling of slope protection piece is in the top of buried vertical tube.
The kickboard integrally uses a hollow plastics as a preferred technical solution, and kickboard is internally provided with air storing cavity,
The kickboard bottom is placed on the bottom surface of admission chamber.
The top two sides of the slope protection piece open up a cavity respectively as a preferred technical solution, and the bottom surface of cavity is equal
One rotation slot is set, a shaft hole is respectively set in rotation slot inner wall two sides, and rotation is packed into an activity template in the rotation slot,
A shaft is respectively set in the two sides of the bottom of the activity template, and shaft rotational installation is put down after the activity template expansion in shaft hole
Row is in horizontal plane.
The top position of the cavity is provided with protrusion as a preferred technical solution, and activity template is contacted with the protrusion
It afterwards, is in 85 degree of angle between activity template and horizontal plane.
More than one filtering aperture is provided through among the cavity as a preferred technical solution,.
The buried transverse tube is set at the upper end of river average level value as a preferred technical solution, and the one of kickboard
Hold dimpling in the outside of buried transverse tube.
The slope protection piece and activity template are all made of flexible plastic material as a preferred technical solution,.
The overall buoyancy of the kickboard is total greater than the quality of the slope protection piece positioned at kickboard upper end as a preferred technical solution,
With.
The beneficial effects of the present invention are: the present invention be capable of maximum area plant vegetation in slope surface, it is whole to increase slope surface
Aesthetics without pouring slope protection concrete material, and can enable each slope protection piece all to rise in the rainy day, can be effective
Vegetation is protected, and reduces the loss of water and soil.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 be the present invention in its natural state when structural schematic diagram；
Fig. 2 is structural schematic diagram of the present invention when amount of rainfall is very big；
Fig. 3 is the partial enlargement diagram in slope protection face of the invention.
Specific embodiment
As shown in Figure 1, the water conservancy slope protection of this concealed structure, including laterally pre-buried one's be inserted in slope surface piece or more
Buried transverse tube 5 is arranged in slope surface 2 between one or more buried transverse tube 5 in linear type, is all provided in every buried transverse tube 5
It is equipped with an admission chamber 1, admission chamber 1 is inserted perpendicularly into one or more close to one side opening of river, the top of every buried transverse tube 5
Buried vertical tube 3 offers the interface channel that a upper and lower side is open inside buried vertical tube 3, inserts in each interface channel
Enter a slope protection piece 4, a kickboard 6 is respectively provided in the admission chamber of every buried transverse tube 5, the bottom of slope protection piece 4 is inserted in kickboard 6 respectively
It in the slot of upper end setting and is fixedly connected, the top dimpling of slope protection piece 4 is in the top of buried vertical tube 3.
Wherein, kickboard 6 is whole uses a hollow plastics, and kickboard 6 is internally provided with air storing cavity (not shown), 6 bottom of kickboard
Portion is placed on the bottom surface of admission chamber.When river liquid level is very low, river water will not be entered in admission chamber 1, and kickboard 6 does not connect with water
Touching, would not also float up, and slope protection piece whole retractions all at this time is therefore from the appearance point of view, whole inside buried vertical bar
A slope surface entirely all plants vegetation, and overall aesthetics is good.
Wherein, as shown in figure 3, the top two sides of slope protection piece 4 open up a cavity 43 respectively, the bottom surface of cavity 43 is respectively provided with
A shaft hole is respectively set in one rotation slot, rotation slot inner wall two sides, and rotation is packed into an activity template 7, the bottom of activity template 7 in rotation slot
A shaft 41 is respectively set in portion two sides, and for the rotational installation of shaft 41 in shaft hole, activity template 7 is parallel to horizontal plane after being unfolded, when
Heavy rain weather, and when amount of rainfall is very big, river liquid level rises, and river water enters in admission chamber, and floating body is met water and floated up, and drives
All slope protection pieces rise, and then all stretch out in buried vertical tube, after slope protection pieces all at this time all rises, can be used as hindering
Block piece, for the rainwater in slope surface when being flowed into river, rainwater encounters the slope protection piece of rise, is subject to obstruction, can be effective
Reduce the loss of water and soil.
Wherein, the top position of cavity 43 is provided with protrusion 45, after activity template is contacted with the protrusion, activity template and level
It is in 85 degree of angle between face, after the main slope protection piece rise of primary structure of the protrusion is set, enables to the activity template of two sides
Be unfolded outward automatically by shaft, as shown in figure 3, at this point, expansion activity template can strut, can effectively block plantation plant
The top of quilt, rainwater, which is fallen down, will impact on the activity template of expansion, and only a small part is impacted in slope surface, subtract significantly
The loss of few water and soil.
Wherein, more than one filtering aperture 42 is provided through among cavity 43.Rainwater can pass through filtering aperture, and
Soil is then filtered.
In the present embodiment, buried transverse tube 5 is set at the upper end of river average level value, and one end dimpling of kickboard 6 is in ground
Bury the outside of transverse tube.Once amount of rainfall is very big, river liquid level is risen rapidly, and can be entered behind the position for rising to buried transverse tube
Into admission chamber.
Wherein, slope protection piece 4 and activity template are all made of flexible plastic material, and the overall buoyancy of kickboard 6, which is greater than, is located at kickboard
The quality summation of the slope protection piece of upper end.As long as therefore having water, kickboard will float, and all slope protection pieces can be driven using kickboard
Rise, when liquid level is very low, the water in admission chamber is discharged again, and each slope protection piece can set back again.
The beneficial effects of the present invention are: the present invention be capable of maximum area plant vegetation in slope surface, it is whole to increase slope surface
Aesthetics without pouring slope protection concrete material, and can enable each slope protection piece all to rise in the rainy day, can be effective
Vegetation is protected, and reduces the loss of water and soil
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any
The change or replacement expected without creative work, should be covered by the protection scope of the present invention.Therefore, of the invention
Protection scope should be determined by the scope of protection defined in the claims.
Claims (8)
1. a kind of water conservancy slope protection of concealed structure, it is characterised in that: including laterally pre-buried one be inserted in slope surface piece or more
Buried transverse tube, be arranged in slope surface in linear type between one or more buried transverse tube, be respectively provided in every buried transverse tube
There is an admission chamber, the admission chamber is inserted perpendicularly into one or more at the top of one side opening of river, every buried transverse tube
Buried vertical tube offers the interface channel that a upper and lower side is open inside buried vertical tube, is inserted into each interface channel
One slope protection piece is respectively provided with a kickboard in the admission chamber of every buried transverse tube, and the bottom of slope protection piece is inserted in kickboard upper end respectively and sets
It in the slot set and is fixedly connected, the top dimpling of slope protection piece is in the top of buried vertical tube.
2. the water conservancy slope protection of concealed structure as described in claim 1, it is characterised in that: the kickboard integrally uses one hollow
Plastics, kickboard are internally provided with air storing cavity, and the kickboard bottom is placed on the bottom surface of admission chamber.
3. the water conservancy slope protection of concealed structure as described in claim 1, it is characterised in that: the top two sides of the slope protection piece point
A cavity is not opened up, and the bottom surface of cavity is respectively provided with a rotation slot, and a shaft hole, institute is respectively set in rotation slot inner wall two sides
State rotation in rotation slot and be packed into an activity template, the two sides of the bottom of the activity template are respectively set a shaft, shaft rotational installation in
In shaft hole, horizontal plane is parallel to after the activity template expansion.
4. the water conservancy slope protection of concealed structure as claimed in claim 3, it is characterised in that: the top position of the cavity is all provided with
It is equipped with protrusion, is in 85 degree of angle after activity template is contacted with the protrusion, between activity template and horizontal plane.
5. the water conservancy slope protection of concealed structure as claimed in claim 3, it is characterised in that: be provided through among the cavity
More than one filtering aperture.
6. the water conservancy slope protection of concealed structure as described in claim 1, it is characterised in that: the buried transverse tube is set to river
At the upper end of average level value, one end dimpling of kickboard is in the outside of buried transverse tube.
7. the water conservancy slope protection of concealed structure as described in claim 1, it is characterised in that: the slope protection piece and activity template are equal
Using flexible plastic material.
8. the water conservancy slope protection of concealed structure as described in claim 1, it is characterised in that: the overall buoyancy of the kickboard is greater than
Positioned at the quality summation of the slope protection piece of kickboard upper end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910190375.1A CN109778776B (en) | 2019-03-13 | 2019-03-13 | Water conservancy bank protection of hidden structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910190375.1A CN109778776B (en) | 2019-03-13 | 2019-03-13 | Water conservancy bank protection of hidden structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109778776A true CN109778776A (en) | 2019-05-21 |
| CN109778776B CN109778776B (en) | 2021-02-19 |
Family
ID=66488580
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910190375.1A Active CN109778776B (en) | 2019-03-13 | 2019-03-13 | Water conservancy bank protection of hidden structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109778776B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113605314A (en) * | 2021-08-12 | 2021-11-05 | 徐雁飞 | Ecological slope protection device in yellow river that can guarantee vegetation normal growth |
| CN115030099A (en) * | 2022-07-05 | 2022-09-09 | 山东临沂水利工程总公司 | Slope protection device for river channel ecological restoration |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100932660B1 (en) * | 2009-09-23 | 2009-12-21 | 주식회사 다산컨설턴트 | Eco-friendly moving passage of ecology formed in slope of river |
| CN204803839U (en) * | 2015-07-15 | 2015-11-25 | 宋凤英 | Water conservancy construction slope protection structure |
| CN205857208U (en) * | 2016-07-27 | 2017-01-04 | 修伟洪 | A kind of water and soil protection flexibility bank protection umbrella |
| CN108797519A (en) * | 2018-06-15 | 2018-11-13 | 金鑫来 | Protection slope |
-
2019
- 2019-03-13 CN CN201910190375.1A patent/CN109778776B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100932660B1 (en) * | 2009-09-23 | 2009-12-21 | 주식회사 다산컨설턴트 | Eco-friendly moving passage of ecology formed in slope of river |
| CN204803839U (en) * | 2015-07-15 | 2015-11-25 | 宋凤英 | Water conservancy construction slope protection structure |
| CN205857208U (en) * | 2016-07-27 | 2017-01-04 | 修伟洪 | A kind of water and soil protection flexibility bank protection umbrella |
| CN108797519A (en) * | 2018-06-15 | 2018-11-13 | 金鑫来 | Protection slope |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113605314A (en) * | 2021-08-12 | 2021-11-05 | 徐雁飞 | Ecological slope protection device in yellow river that can guarantee vegetation normal growth |
| CN113605314B (en) * | 2021-08-12 | 2022-08-16 | 徐雁飞 | Ecological slope protection device in yellow river that can guarantee vegetation normal growth |
| CN115030099A (en) * | 2022-07-05 | 2022-09-09 | 山东临沂水利工程总公司 | Slope protection device for river channel ecological restoration |
| CN115030099B (en) * | 2022-07-05 | 2023-12-08 | 山东临沂水利工程总公司 | River course ecological restoration is with bank protection device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109778776B (en) | 2021-02-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109778776A (en) | The water conservancy slope protection of concealed structure | |
| CN111236275B (en) | Fish scale pit and catch basin comprehensive runoff retaining system and construction method thereof | |
| CN109356090A (en) | A kind of triangle module metaplasia state type sea wall | |
| CN110820775A (en) | Protective structure with good stability for side slope | |
| CN107143019A (en) | A kind of rock side slope landscape drainage arrangement and its construction method | |
| CN209508921U (en) | A kind of triangle module metaplasia state type sea wall | |
| CN208792256U (en) | A kind of hydraulic engineering ecological protection slope wall | |
| CN207295630U (en) | A kind of river channel ecology shore protection | |
| CN213847952U (en) | Mineral rock and soil mining area ecological protection restores structure | |
| CN108589652A (en) | The movable bank protection of hydraulic engineering | |
| CN208965688U (en) | Well cover for sewer structure of the garden landscape with ornamental value | |
| CN209891349U (en) | A formula of sinking greenery patches structure for sponge city | |
| CN1083921C (en) | Sludge seashore sea shelter ecology sludge guiding slope protecting technique | |
| CN202430694U (en) | Hollow drainage ridge with ridge water gates | |
| CN208183767U (en) | A kind of soil erosion protecting and greening system | |
| KR101294664B1 (en) | Permeability tetrapod | |
| CN206667202U (en) | A kind of ring gutter for nonirrigated farmland type citrus orchard | |
| CN211815979U (en) | Landscape wave wall | |
| CN213508299U (en) | Ecological bank protection that water utilized | |
| CN211421035U (en) | Ecological bank protection of hydraulic engineering | |
| CN204875674U (en) | Afforestation water conservancy bank protection | |
| KR20150133000A (en) | Ecological block structure | |
| CN215482727U (en) | Ecological slope protection structure of hydraulic engineering | |
| CN215441749U (en) | Ecological slope protection system for side slope of hard river channel | |
| CN108951576A (en) | Windproof Auto-drainage flood discharge planting unit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Lai Qingcai Inventor after: Zhang Lanying Inventor after: Jin Qingbo Inventor before: Jin Qingbo |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20210129 Address after: No.32, Yuyi group, Jincun village, jinshaxiang District, Yongding County, Longyan City, Fujian Province, 364100 Applicant after: Lai Qingcai Address before: 322112 No.68 Changli, Gudai village, zuocan Town, Dongyang City, Jinhua City, Zhejiang Province Applicant before: Jin Qingbo |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210514 Address after: 350500 Second Floor of No. 2 Building Office Building in Aojiang Investment Zone, Lianjiang County Economic Development Zone, Fuzhou City, Fujian Province Patentee after: FUJIAN XINGWANG CONSTRUCTION DEVELOPMENT Co.,Ltd. Address before: No.32, Yuyi group, Jincun village, jinshaxiang District, Yongding County, Longyan City, Fujian Province, 364100 Patentee before: Lai Qingcai |
|
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 350014 floor 3, building 1, Fuxing Investment Zone, Gushan Town, Jin'an District, Fuzhou City, Fujian Province Patentee after: FUJIAN XINGWANG CONSTRUCTION DEVELOPMENT CO.,LTD. Address before: 350500 Second Floor of No. 2 Building Office Building in Aojiang Investment Zone, Lianjiang County Economic Development Zone, Fuzhou City, Fujian Province Patentee before: FUJIAN XINGWANG CONSTRUCTION DEVELOPMENT CO.,LTD. |