CN211498735U - Willow strip timber pile guardrail - Google Patents
Willow strip timber pile guardrail Download PDFInfo
- Publication number
- CN211498735U CN211498735U CN201922336851.4U CN201922336851U CN211498735U CN 211498735 U CN211498735 U CN 211498735U CN 201922336851 U CN201922336851 U CN 201922336851U CN 211498735 U CN211498735 U CN 211498735U
- Authority
- CN
- China
- Prior art keywords
- stake
- willow
- river course
- connecting rod
- willow wood
- 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
- 241000124033 Salix Species 0.000 title claims abstract description 73
- 239000002023 wood Substances 0.000 claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 241000646858 Salix arbusculoides Species 0.000 claims abstract description 8
- 230000008878 coupling Effects 0.000 claims abstract description 8
- 238000010168 coupling process Methods 0.000 claims abstract description 8
- 238000005859 coupling reaction Methods 0.000 claims abstract description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 22
- 239000002689 soil Substances 0.000 claims description 15
- 229910052742 iron Inorganic materials 0.000 claims description 11
- 241000196324 Embryophyta Species 0.000 claims description 9
- 230000000694 effects Effects 0.000 abstract description 8
- 238000004162 soil erosion Methods 0.000 abstract description 5
- 238000005406 washing Methods 0.000 abstract description 3
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 5
- 235000011613 Pinus brutia Nutrition 0.000 description 5
- 241000018646 Pinus brutia Species 0.000 description 5
- 238000009991 scouring Methods 0.000 description 5
- 241000209020 Cornus Species 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008093 supporting effect Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000013475 authorization Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model relates to a willow wood strip stake guardrail relates to river course guardrail's technical field, include along the stake of river course both sides array setting in the river course ground, be located be provided with a plurality of willow wood strip bodies along stake axis array on the stake of river course ground top, willow wood strip is the dogleg and establishes on the stake and the highest willow wood strip body of position is located river course water level top, adjacent two the stake links together through coupling assembling. The utility model discloses a plurality of willow wood wicker bodies around establishing on the stake have blockked the impact force of rivers to the river course, and coupling assembling has improved the stability of willow wood wicker body simultaneously to improved the effect that blocks of willow wood wicker body to rivers, reduced the washing away power of rivers to the river course with this, consequently reduced the soil erosion and water loss in river course.
Description
Technical Field
The utility model belongs to the technical field of the technique of river course guardrail and specifically relates to a willow strip stake guardrail is related to.
Background
The natural characteristics of the river channel are usually channelized in the long-term development process, the prior river channel bank protection engineering mainly considers the contents of river channel scouring, water and soil conservation and the like, the bank protection structure form is single, the growth of various plants and microorganisms is not reasonable, the modern ecological requirements are not met, and simultaneously, the ecological function and the landscape function of water flow are relatively deficient.
In the prior art, reference can be made to a Chinese utility model patent with an authorization publication number of CN204907320U, which discloses a pine pile planting device for a landscape river, comprising a pine pile, a purification layer and a planting layer; the pine piles are arranged in the river channel foundation, a circular planting groove is formed between every two adjacent pine piles, and the pine piles are connected into a whole by plastic steel wires; aquatic plants are planted in the planting grooves, so that the water quality of the river is purified, and a river ecological greening system is constructed.
The technical scheme has the following defects: the circular planting groove interval sets up on the river course, therefore rivers can strike the river course through circular planting groove interval to through the long-time washing away of rivers, can lead to river course soil erosion and water loss serious.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a willow strip stake guardrail has reduced rivers and has reduced the washing away power to the river course, has consequently reduced the soil erosion and water loss in river course.
The above object of the present invention is achieved by the following technical solutions:
the utility model provides a willow strip stake guardrail, includes along the stake of river course both sides array setting in the river course ground, is located be provided with a plurality of willow strip bodies along stake axis array on the stake of river course ground top, willow strip body is the broken line shape around establishing on the stake and the willow strip body that the position is the highest is located river course water level top, adjacent two the stake links together through coupling assembling.
Through adopting above-mentioned technical scheme, squeeze into the river course ground along the river course both sides with a plurality of pegs, then link together a plurality of pegs through coupling assembling, be the dogwood body after that on the dogwood is established to the dogwood, then at the stake array around establishing a plurality ofly, consequently stopped rivers to the impact force of river course through a plurality of the willow strip body of establishing on the peg, coupling assembling has improved the stability of peg simultaneously, the stability of willow strip body has also been improved, thereby the effect of blockking of willow strip body to rivers has been improved, with this the scouring force of rivers to the river course has been reduced, consequently, the soil erosion and water loss in river course has been reduced.
Preferably, coupling assembling includes connecting rod, fixed band, the spread groove that communicates with stake top is seted up to the both sides wall that the stake is relative, the connecting rod slides and sets up on the spread groove of two adjacent stakes and the lower lateral wall is contradicted on the lower lateral wall of spread groove, the fixed band sets up on the stake that is located on the connecting rod and the cover establish on the stake and contradict on the connecting rod upper surface.
Through adopting above-mentioned technical scheme, after in driving into the river course ground with the stake, peg graft the connecting rod in the spread groove on two adjacent stakes, then move down the connecting rod and make the connecting rod butt on the lower lateral wall of spread groove, bring the position of fixing the connecting rod through the fixing at last to this links together the stake.
Preferably, the joint is provided with the joint piece of contradicting on the connecting rod and not outstanding in the spread groove on the spread groove.
Through adopting above-mentioned technical scheme, through the setting of joint piece, further reduced the probability that the connecting rod slided, improved the stability of connecting rod.
Preferably, the lower end of the timber pile is provided with a tip.
Through adopting above-mentioned technical scheme, through the setting of pointed end, lead when the stake is driven into the river course ground to this convenience when having improved the installation stake.
Preferably, two adjacent layers of the willow twig body are arranged in a staggered mode.
Through adopting above-mentioned technical scheme, through willow strip body dislocation set to make willow strip body be in balanced state to the dynamics of stake, with this stability that has improved the stake.
Preferably, the position of the willow strip body with the lowest position, the connecting rods and the two adjacent connecting rods are provided with fixing iron wires with two ends bound together and having a fixing effect.
Through adopting above-mentioned technical scheme, link together willow strip body and connecting rod through the iron wire to reduced the probability of willow strip body from the stake landing, so that improved the stability of willow strip body, improved the effect that blocks of willow strip body to the rivers impact force.
Preferably, the willow twig bodies are mutually matched to form an oval planting groove, planting soil is arranged in the planting groove, and aquatic plants are planted on the planting soil.
Through adopting above-mentioned technical scheme, through the setting of aquatic plant, improved the stability of planting soil to improved the supporting effect of planting soil to the willow twig body, so that improved the impact effect of willow twig body to rivers.
Preferably, a chamfer is arranged on the lower side wall of the connecting rod.
Through adopting above-mentioned technical scheme, through the setting of chamfer, lead when the connecting rod is pegged graft in the spread groove to the installation of connecting rod.
To sum up, the utility model discloses a beneficial technological effect does:
1. the impact force of water flow on the river channel is blocked by the plurality of willow twig bodies wound on the wooden piles, and meanwhile, the stability of the willow twig bodies is improved by the connecting components, so that the blocking effect of the willow twig bodies on the water flow is improved, the scouring force of the water flow on the river channel is reduced, and the water and soil loss of the river channel is reduced;
2. the willow twig bodies are arranged in a staggered mode, so that the force of the willow twig bodies to the timber pile is in a balanced state, and the stability of the timber pile is improved;
3. the willow strip body is connected with the connecting rod through the iron wire, so that the probability that the willow strip body slides from the wooden pile is reduced, the stability of the willow strip body is improved, and the blocking effect of the willow strip body on the impact force of water flow is improved;
4. through the setting of aquatic plant, improved the stability of planting soil to improved the supporting effect of planting soil to the willow twig body, so that improved the impact effect of willow twig body to rivers.
Drawings
Fig. 1 is a schematic perspective view of the present invention;
fig. 2 is a schematic view of a local structure of the present invention, mainly showing the connecting assembly.
Reference numerals: 1. piling wood; 11. river channel foundation; 12. a tip; 13. connecting grooves; 14. a clamping block; 15. fixing an iron wire; 16. a willow twig body; 2. a connecting assembly; 21. a connecting rod; 211. chamfering; 22. fixing belts; 31. planting grooves; 32. planting soil; 33. an aquatic plant.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, for utility model's a willow wood strip stake guardrail, a willow wood strip stake 1 river course guardrail, including stake 1 along river course both sides array setting, and stake 1 squeezes into in river course ground 11 and outstanding outside river course ground 11. A plurality of willow wood strip bodies 16 are arranged on the wooden pile 1 above the river channel foundation 11 along the axis of the wooden pile 1 in an array mode, the willow wood strips are wound on the wooden pile 1 in a zigzag mode, and meanwhile the willow wood strip body 16 with the highest position is located above the river channel water level.
Referring to fig. 2, two adjacent timber piles 1 are connected together through a connecting assembly 2, the connecting assembly 2 comprises a connecting rod 21 and a fixing band 22, two opposite side walls of the timber piles 1 are provided with connecting grooves 13 communicated with the top ends of the timber piles 1, and the lower side walls of the connecting grooves 13 are located above a river channel foundation 11; connecting rod 21 slides and sets up on the connecting groove 13 of two adjacent stake 1, and connecting rod 21 lower side wall contradicts on the lower lateral wall of connecting groove 13, and fixed band 22 is the iron wire that both ends were tied up together, and fixed band 22 ties up on the stake 1 that is located on connecting rod 21 and contradicts on connecting rod 21 upper surface.
With during a plurality of stake 1 squeeze into river course ground 11 along the river course both sides, peg graft the connecting rod 21 in the spread groove 13 on two adjacent stakes 1, then move down connecting rod 21 and make connecting rod 21 butt on the lower lateral wall of spread groove 13, fixed band 22 is tied up on stake 1 and is contradicted on connecting rod 21 lateral wall, fix connecting rod 21 with this, thereby link together two adjacent stakes 1, the stability of stake 1 has been improved, then it is zigzag around establishing stake 1 with wicker body 16, wicker body 16 is provided with a plurality ofly along 1 axis stack of stake simultaneously, thereby wicker body 16 has blockked the scouring force of rivers to the river course.
A chamfer 211 is provided on the lower side wall of the connecting rod 21, and the chamfer 211 guides when the connecting rod 21 is inserted into the connecting groove 13 to facilitate the installation of the connecting rod 21. The two adjacent layers of the willow twig body 16 are arranged in a staggered mode, the connecting groove 13 is clamped and provided with the clamping block 14, the lower side wall of the clamping block 14 abuts against the upper surface of the connecting rod 21 and does not protrude out of the connecting groove 13, and the clamping block 14 reduces the sliding probability of the connecting rod 21; the lower end of the timber pile 1 is provided with a tip 12, and the tip 12 guides the timber pile 1 when being driven into the river channel foundation 11, so that the convenience in installing the timber pile 1 is improved. All be provided with fixed iron wire 15 between 16 positions of willow wood strip body and connecting rod 21 and two adjacent connecting rods 21 of position, and fixed iron wire 15 both ends are tied up together and play the fixed action, and two adjacent dislocation sets of fixed iron wire 15 have simultaneously reduced willow wood strip body 16 from the probability of stake 1 landing to this stability that has improved willow wood strip body 16.
Referring to fig. 1, the upper and lower layers of adjacent willow twig bodies 16 are arranged in a staggered manner, so that the acting force of the upper and lower layers of willow twig bodies 16 on the timber pile 1 is in a balanced state, and the stability of the timber pile 1 is improved; the willow twig bodies 16 are arranged in a staggered mode and are matched with each other to form the oval planting grooves 31, planting soil 32 is placed in the planting grooves 31, aquatic plants 33 are planted on the planting soil 32, and the stability of the planting soil 32 is improved through the aquatic plants 33, so that the supporting effect of the planting soil 32 on the willow twig bodies 16 is improved, the impact strength of the willow twig bodies 16 is improved, and the impact effect of the willow twig bodies 16 on water flow is improved.
The implementation principle of the embodiment is as follows:
with during a plurality of stake 1 squeeze into river course ground 11 along the river course both sides, peg graft connecting rod 21 in the spread groove 13 on two adjacent stakes 1, it makes connecting rod 21 butt on the lower lateral wall of spread groove 13 to move down connecting rod 21, then with joint piece 14 joint to spread groove 13 and contradict on connecting rod 21, tie up fixed band 22 on stake 1 and contradict on connecting rod 21 upper side wall, fix connecting rod 21 with this, thereby link together two adjacent stakes 1, the stability of stake 1 has been improved, then with willow strip body 16 be the zigzag around establishing on stake 1, then it is a plurality ofly to wind along stake 1 axis array, and make upper and lower two-layer willow strip body 16 dislocation set, thereby willow strip body 16 has blockked the scouring force of rivers to the river course, consequently, the soil erosion in river course has been reduced.
In the installation process, after the first willow twig body 16 is installed, the fixed iron wire 15 is used for fixing the willow twig body 16 and the connecting rod 21 together, then the next willow twig body 16 is installed, meanwhile, the fixed iron wire 15 is used for fixing the two willow twig bodies 16 together, and then the willow twig bodies 16 are fixedly installed in the same method, so that the probability that the willow twig bodies 16 slide from the wooden pile 1 is reduced, the stability of the willow twig bodies 16 is improved, and the blocking effect of the willow twig bodies 16 on the impact force of water flow is improved.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (8)
1. The utility model provides a willow strip stake guardrail which characterized in that: including along stake (1) of river course both sides array setting in river course ground (11), be located on stake (1) of river course ground (11) top is provided with a plurality of willow wood strip bodies (16) along stake (1) axis array, willow wood strip body (16) are the dogleg and are established on stake (1) and position highest willow wood strip body (16) and are located river course water level top, adjacent two stake (1) links together through coupling assembling (2).
2. The willow wood-stake guard rail of claim 1, wherein: coupling assembling (2) include connecting rod (21), fixed band (22), spread groove (13) with stake (1) top intercommunication are seted up to stake (1) relative both sides wall, connecting rod (21) slide the setting on spread groove (13) of two adjacent stakes (1) and the lower lateral wall is contradicted on the lower lateral wall of spread groove (13), fixed band (22) set up on stake (1) that is located connecting rod (21) top and contradict on connecting rod (21) upper surface.
3. The willow wood-stake guard rail of claim 2, wherein: the joint is provided with on spread groove (13) and contradicts on connecting rod (21) and do not stand out in joint piece (14) of spread groove (13).
4. The willow wood-stake guard rail of claim 1, wherein: the lower end of the timber pile (1) is provided with a tip (12).
5. The willow wood-stake guard rail of claim 1, wherein: two adjacent layers of the willow twig body (16) are arranged in a staggered mode.
6. The willow wood-stake guard rail of claim 1, wherein: and a fixed iron wire (15) which has two ends bound together and plays a role in fixing is arranged between the willow strip body (16) and the connecting rod (21) at the lowest position and between two adjacent connecting rods (21).
7. The willow wood-stake guard rail of claim 5, wherein: the willow twig bodies (16) are arranged in a staggered mode and are matched with each other to form oval planting grooves (31), planting soil (32) is arranged in the planting grooves (31), and aquatic plants (33) are planted on the planting soil (32).
8. The willow wood-stake guard rail of claim 2, wherein: and a chamfer (211) is arranged on the lower side wall of the connecting rod (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922336851.4U CN211498735U (en) | 2019-12-23 | 2019-12-23 | Willow strip timber pile guardrail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922336851.4U CN211498735U (en) | 2019-12-23 | 2019-12-23 | Willow strip timber pile guardrail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211498735U true CN211498735U (en) | 2020-09-15 |
Family
ID=72418522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922336851.4U Expired - Fee Related CN211498735U (en) | 2019-12-23 | 2019-12-23 | Willow strip timber pile guardrail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211498735U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117071502A (en) * | 2023-08-21 | 2023-11-17 | 江苏省水利建设工程有限公司 | Shallow water river bank protection and construction method thereof |
-
2019
- 2019-12-23 CN CN201922336851.4U patent/CN211498735U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117071502A (en) * | 2023-08-21 | 2023-11-17 | 江苏省水利建设工程有限公司 | Shallow water river bank protection and construction method thereof |
| CN117071502B (en) * | 2023-08-21 | 2024-03-22 | 江苏省水利建设工程有限公司 | Shallow water river bank protection and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200915 |