CN209040072U - Small-sized universal ecoscape combines shore protection - Google Patents
Small-sized universal ecoscape combines shore protection Download PDFInfo
- Publication number
- CN209040072U CN209040072U CN201820639319.2U CN201820639319U CN209040072U CN 209040072 U CN209040072 U CN 209040072U CN 201820639319 U CN201820639319 U CN 201820639319U CN 209040072 U CN209040072 U CN 209040072U
- Authority
- CN
- China
- Prior art keywords
- stress
- small
- spiling
- shore protection
- ecoscape
- 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.)
- Active
Links
Landscapes
- Revetment (AREA)
Abstract
A kind of small-sized universal ecoscape combination shore protection, periphery including cross section is the polygon stress stake on five sides or more and meets the spiling for earth-retaining sealing between native side set on the stress stake, and the widest part of every two two adjacent stress stakes is to meeting the accommodating space for forming the corresponding spiling of receiving between native face and its Xiang Shuizhong being forbidden to fall.Figure is small and exquisite, and when piling construction weakens soil compaction effect, and convenient for piling operation, construction cost of manufacture is lower, and is also convenient for implementing shore protection corners, moreover it is possible to reduce the wave amplitude on bank, reduce security risk.
Description
Technical field
The utility model relates to a kind of small-sized universal ecoscapes to combine shore protection.
Background technique
With the fast development of Chinese society economy, construction industry is rapidly growing, and various hydraulic engineerings and bank-protection works are increasingly
Increase, most of engineering requires the building enclosure of water blocking shelves soil before construction, then various to go along with sb. to guard him so as to later period excavation pit
Structure starts to generate, and constantly updates variation with the changes of the times, some are not suitable for the building enclosure of social development needs
It has been be eliminated that, currently used structure has block stone cofferdam structure, turf cofferdam structure, reinforced concrete bi-flexural beam structure and steel plate to enclose
Weir structure.
Block stone cofferdam structure and turf cofferdam structure are excessive using the earthwork, loosely organized and be unfavorable for environmental protection, steel cofferdam
Although structure is securely but cost is excessively high, it is not suitable in small-sized engineering project, and reinforced concrete bi-flexural beam uses same rule
The reinforced concrete pile head and the tail of lattice connect and compose, itself specification is larger, and cost of manufacture is higher, also due to the bodily form is larger,
Construction cost is also high, and economic benefit is low, is not particularly suited in Small Project；Same size and the biggish reinforced concrete of volume
Native stake generates biggish soil compaction and hands over effect when driving piles, stone soil is entrained in the gap of stake and stake, is also easy to produce loosening, whole to fasten
Property is poor.
Utility model content
The utility model technical issues that need to address are to provide a kind of small-sized universal ecoscape combination shore protection.
The technical solution of the utility model is: a kind of small-sized universal ecoscape combination shore protection, the periphery including cross section
The plate for earth-retaining sealing between native side is met for polygon stress stakes more than five sides and set on the stress stake
Stake, the face where each edge are plane, and the widest part per two adjacent stress stakes accommodates phase to formation between native face is met
The accommodating space answered spiling and its Xiang Shuizhong is forbidden to fall.
In some embodiments, the left and right sides portion of the spiling has polygon right with two adjacent stress stakes
Face is answered to lean the inclined-plane of cooperation, two inclined-planes bilateral symmetries.
In some embodiments, the left and right sides portion of the spiling has polygon right with two adjacent stress stakes
Answer the arcwall face that face leans, two arcwall face bilateral symmetries.
In certain further embodiments, the radian of the arcwall face is 120 ° -180 °.
In some embodiments, the number of edges of the stress stake is 5-10 item.
In some embodiments, the center of the stress stake has circular hole that is penetrating and extending along its length.
Compared with the prior art, the utility model has the following advantages: the utility model provides a kind of small-sized ecoscape group
The technical solution for closing shore protection, firstly, being mainly made of stress stake with spiling, by stopping for earth-retaining between every two stress stake
The spiling of water connects, and stress stake and spiling use two kinds of specifications, had both been able to satisfy shore protection, the requirement of supporting stress, has also borrowed
The soil on bank, so that the size of stress stake and spiling, that does is small as far as possible, and using jumping when constructing
It plays stress stake and squeezes into the construction method of spiling again, to also weaken soil compaction effect, convenient for piling operation, reduce cost of manufacture, apply
Work cost.Secondly, cooperating between the stake of polygon stress and spiling arbitrarily, corners convenient to carry out.Again, stress stake, insert
After sheet pile, stress stake, spiling are spaced such that concave-convex setting, the upstream face of entire shore protection constitutes concave-convex undulated, stress stake
Polygon, more reduction water flow wash away energy, reduce the wave amplitude on bank, reduce security risk.
Detailed description of the invention
The utility model is further described with reference to the accompanying drawings and embodiments:
Fig. 1 is that the stake of pentagon stress and arcwall face spiling cooperate schematic top plan view (embodiment one)；
Fig. 2 is that the stake of pentagon stress and inclined-plane spiling cooperate schematic top plan view (embodiment two)；
Fig. 3 is that the stake of hexagon stress and inclined-plane spiling cooperate schematic top plan view (embodiment three)；
Fig. 4 is that the stake of hexagon stress and arcwall face spiling cooperate schematic top plan view (example IV)；
Fig. 5 is that the stake of heptagon stress and arcwall face spiling cooperate schematic top plan view (embodiment five)；
Fig. 6 is that the stake of octagon stress and arcwall face spiling cooperate schematic top plan view (embodiment six)；
Fig. 7 is that the stake of octagon stress and arcwall face spiling cooperate stereoscopic schematic diagram；
Wherein: 1, stress stake；11, polygon corresponding surface；12, circular hole；2, spiling；21, inclined-plane；22, arcwall face.
Specific embodiment
As shown in the drawings, a kind of small-sized universal ecoscape combines shore protection, including multiple stress stakes 1, multiple spilings
2, stress stake 1, spiling 2, stress stake 1, spiling 2 ... are combined and are set to riverbank.
Wherein, stress stake 1 is the polygon that the periphery of cross section is five sides or more, can be 5-10 side, squeeze into river
Bank plays main load-bearing stress, and stress stake 1 is a few side shapes, just there is several polygon corresponding surfaces.
Wherein, spiling 2 is set to the meeting between native side of two stress stakes 1, is mainly used for earth-retaining sealing, prevents shore protection water
Soil flow is lost.The widest part of every two two adjacent stress stakes 1 accommodates corresponding spiling 2 and prohibits to meeting to be formed between native face (i.e. shore protection)
The only accommodating space that its Xiang Shuizhong falls.
As shown in attached drawing 2,3, the left and right sides portion of spiling 2 has the polygon corresponding surface with two adjacent stress stakes 1
11 inclined-planes 21 for leaning cooperation, two 21 bilateral symmetries of inclined-planes, bevel angle can make be it is a variety of, turning round to adapt to shore protection
When different angle demand；Alternatively, the left and right sides portion of spiling 2 has the polygon corresponding surface with two adjacent stress stakes 1
11 arcwall faces 22 to lean, two 22 bilateral symmetries of arcwall face, the radian of arcwall face 22 is 120 ° -180 °.
The center of stress stake 1 has circular hole 12 that is penetrating and extending along its length, when stress stake 1 is squeezed into soil
When, soil compaction effect can be weakened.
Certainly the above embodiments are only for explaining the technical ideas and features of the present invention, and its object is to allow be familiar with this
The people of technology can understand the content of the utility model and implement accordingly, and the protection model of the utility model can not be limited with this
It encloses.Any modifications made in accordance with the spirit of the main technical solutions of the utility model should all cover the guarantor in the utility model
Within the scope of shield.
Claims (6)
1. a kind of small-sized universal ecoscape combines shore protection, it is characterised in that: the periphery including cross section is five sides or more
Polygon stress stake (1) and be set to the stress stake (1) meet the spiling (2) for earth-retaining sealing between native side, often
Face where side is plane, and that receiving is formed between native face is corresponding to meeting for the widest part of every two two adjacent stress stakes (1)
Accommodating space spiling (2) and its Xiang Shuizhong is forbidden to fall.
2. small-sized universal ecoscape according to claim 1 combines shore protection, it is characterised in that: the spiling (2)
Left and right sides portion has an inclined-plane (21) for the cooperation that leans with the polygon corresponding surfaces (11) of two adjacent stress stakes (1), and two
Inclined-plane (21) bilateral symmetry.
3. small-sized universal ecoscape according to claim 1 combines shore protection, it is characterised in that: the spiling (2)
Left and right sides portion has the arcwall face (22) to lean with the polygon corresponding surface (11) of two adjacent stress stakes (1), two institutes
State arcwall face (22) bilateral symmetry.
4. small-sized universal ecoscape according to claim 3 combines shore protection, it is characterised in that: the arcwall face (22)
Radian is 120 ° -180 °.
5. small-sized universal ecoscape according to claim 1 combines shore protection, it is characterised in that: the stress stake (1)
Number of edges is 5-10 item.
6. small-sized universal ecoscape according to claim 1 combines shore protection, it is characterised in that: the stress stake (1)
Center has circular hole (12) that is penetrating and extending along its length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820639319.2U CN209040072U (en) | 2018-04-28 | 2018-04-28 | Small-sized universal ecoscape combines shore protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820639319.2U CN209040072U (en) | 2018-04-28 | 2018-04-28 | Small-sized universal ecoscape combines shore protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209040072U true CN209040072U (en) | 2019-06-28 |
Family
ID=67028307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820639319.2U Active CN209040072U (en) | 2018-04-28 | 2018-04-28 | Small-sized universal ecoscape combines shore protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209040072U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047304A (en) * | 2021-03-30 | 2021-06-29 | 浙江泛华工程咨询有限公司 | Deep foundation pit support system for municipal engineering and construction method |
-
2018
- 2018-04-28 CN CN201820639319.2U patent/CN209040072U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047304A (en) * | 2021-03-30 | 2021-06-29 | 浙江泛华工程咨询有限公司 | Deep foundation pit support system for municipal engineering and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205012280U (en) | Take pi type pile foundation open breakwater of circular arc board | |
| CN106013054B (en) | A kind of Ecotype Concrete sheet pile and its construction method | |
| CN106087873B (en) | Ecological revetment space network component | |
| WO2022252410A1 (en) | Multigrid belt structure-based anti-scour system and method for offshore wind turbine foundation | |
| CN110344368B (en) | Pile foundation assembled type permeable breakwater | |
| CN209040072U (en) | Small-sized universal ecoscape combines shore protection | |
| CN210315636U (en) | Assembled building foundation anti-seismic structure | |
| CN214993533U (en) | Ecological channel revetment with keep off unrestrained structure that disappears | |
| CN209114418U (en) | A kind of pile foundation transmission type breakwater | |
| CN203530921U (en) | Water-permeable pile foundation spur dike | |
| CN205917651U (en) | Assembled seashore breakwater dam | |
| CN213061885U (en) | Reinforced ecological revetment structure | |
| CN206157660U (en) | Modular keep off big vast wall | |
| CN214460116U (en) | Ecological bank protection component of economical and ecological bank protection | |
| CN109056649A (en) | A kind of sheet pile combination shore protection and its construction method | |
| CN203668882U (en) | Mixed pile foundation upright breakwater | |
| CN208266800U (en) | A kind of hydraulic reclamation islands and reefs transitionality protective slope structure | |
| CN207073110U (en) | A kind of bucket foundation Larsen steel sheet pile combined type can generation breakwater | |
| KR100461664B1 (en) | Structures and system of construction based on the use of plants growing block that protect a shore | |
| CN105200957B (en) | Pi-shaped pile foundation open-typepermeable bulwark with arc slab and design method of bulwark | |
| CN105862674B (en) | A kind of assembled coastal wave prevention dam | |
| CN210439224U (en) | Combined type interlocking wave-proof slope protection brick | |
| CN211006548U (en) | Water conservancy slope prevention net | |
| CN110397060A (en) | A kind of biomimetic features antiscour pile foundation | |
| CN209669908U (en) | A kind of compound pile-type structure suitable for coastal deep reclaimed ground processing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |