CN216664081U - Ecological template pile for dredging and treating river channel - Google Patents
Ecological template pile for dredging and treating river channel Download PDFInfo
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- CN216664081U CN216664081U CN202122561010.0U CN202122561010U CN216664081U CN 216664081 U CN216664081 U CN 216664081U CN 202122561010 U CN202122561010 U CN 202122561010U CN 216664081 U CN216664081 U CN 216664081U
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- dredging
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 28
- 238000009434 installation Methods 0.000 abstract description 6
- 239000002689 soil Substances 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000009412 basement excavation Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000009418 renovation Methods 0.000 description 3
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model discloses an ecological sheet pile for dredging and renovating a river channel, which comprises a sheet pile, a support component and a drainage component, wherein the support component is arranged on two sides in the sheet pile, the support component is particularly composed of a stay bar, a stay sleeve, a clamping groove, a limiting hole, a limiting rod, a cross bar, a limiting spring and a bearing, the stay sleeve and the stay bar are arranged in the clamping groove arranged on two sides of the sheet pile, the stay bar is inserted in the stay sleeve, the limiting rod connected in the stay bar through the limiting spring is inserted in the limiting hole arranged on two sides of the stay sleeve, the lengths of the stay bar and the stay sleeve are adjusted and fixed so as to be used for fixedly supporting the sheet pile through the stay bar and facilitate the installation and the disassembly of the sheet pile, the drainage groove is arranged in the sheet shape and the water baffle is arranged, the top of the water baffle is provided with a rack meshed with a connecting gear, the gear is connected with the bottom end of a turntable so as to open and close the water baffle through rotating the turntable, the water flow of the water discharge is adjusted, and the use is more convenient.
Description
Technical Field
The utility model relates to the technical field of sheet piles, in particular to an ecological sheet pile for dredging and renovating a river channel.
Background
The sheet pile is a plate-type pile driven (vibrated) into a foundation to resist horizontal pressure and water pressure, and is mostly used for cofferdam or seepage control in hydraulic engineering. The common sheet piles are wooden sheet piles and steel sheet piles, and the sheet piles are generally wooden boards with concave-convex grooves and tenons on two sides or groove-shaped steel plates with locking notches on two sides, and are sunk into the soil in rows to serve as temporary enclosing walls for retaining water and soil. The steel sheet pile is used for construction of deep pits and underground pipelines, and can also be used as a permanent soil retaining structure, the sheet pile is a special supporting structure during excavation of a deep foundation pit, the sheet pile is driven into the soil before excavation of the foundation pit, after excavation of the foundation pit, the sheet pile is used for resisting horizontal soil pressure and water pressure, in order to keep the sheet pile stable, a support or a pull anchor can be arranged at a proper height of the sheet pile, the steel sheet pile is convenient to drive and can be recycled due to high strength, the steel sheet pile is a supporting structure with wide application, in order to reduce influence of construction on adjacent buildings and reduce construction cost, and cast-in-place pile retaining walls are adopted as more and more projects of the supporting structure.
An ecological sheet pile for river dredging and renovation on the market has the following disadvantages: common river course desilting is ecological sheet pile for renovation need pound the sheet pile use tool into earth deeply in the use usually and fix, and platelike self can't make fixedly, leads to the sheet pile to empty because of earth is not hard up easily to the back is installed to sheet pile usually, is not convenient for discharge the inboard water of platelike, need use the suction pump to take out, and the practicality is relatively poor.
SUMMERY OF THE UTILITY MODEL
The utility model mainly aims to provide an ecological sheet pile for dredging and renovating a river channel, which can effectively solve the problems in the background technology.
In order to achieve the purpose, the utility model adopts the technical scheme that:
the utility model provides a river course desilting is renovation and is used ecological sheet pile, includes the sheet pile, still includes supporting component and drainage component, the supporting component installs both sides in the sheet pile, the supporting component specifically comprises vaulting pole, propping cover, draw-in groove, spacing hole, gag lever post, horizontal pole, spacing spring and bearing, the draw-in groove has been seted up to the sheet pile both sides, the top has been pegged graft through the bearing in the draw-in groove has the horizontal pole, the horizontal pole is pegged graft on the interior top of vaulting cover, it has the vaulting pole to peg graft in the cover bottom, vaulting pole top both sides are through spacing spring coupling gag lever post, the gag lever post is pegged graft in spacing downthehole, spacing hole is seted up in propping the cover both sides, drainage component specifically comprises carousel, water drainage tank, breakwater, gear, rack and spacing block.
Further, set up water drainage tank in the sheet pile, install the breakwater in the water drainage tank, the breakwater top is provided with the rack, rack top meshing connecting gear, the carousel bottom is connected to the gear both sides, the carousel is installed in sheet pile both sides, the rack both ends are provided with the stopper, sets up water drainage tank and installation breakwater in the platelike, and the breakwater top sets up rack meshing connecting gear, gear connection carousel bottom to open and close the breakwater through rotating the carousel, adjust the rivers size of drainage, it is more convenient to use.
Furthermore, a slot is formed in the left end of the sheet pile, an inserting strip is arranged at the right end of the sheet pile, the inserting strip is installed at the right end of the sheet pile, and therefore the sheet pile can be installed and used conveniently.
Further, the drill nail is installed at the bottom end of the support rod, and the drill nail can be convenient for inserting the bottom end of the support rod into soil to fixedly support the support rod.
Compared with the prior art, the utility model has the following beneficial effects: the installation props cover and vaulting pole in the draw-in groove that sheet pile both sides were seted up, the vaulting pole is pegged graft in propping the cover, peg graft in the vaulting pole through spacing spring coupling in propping the spacing downthehole that the cover both sides were seted up, adjust fixedly to vaulting pole and the length that props the cover, so that carry out the fixed stay through the vaulting pole to the sheet pile and use, be convenient for to the installation and the dismantlement of sheet pile, set up water drainage tank and installation breakwater in the platelike, the breakwater top sets up rack toothing and connects the gear, gear connection carousel bottom, so that open and close the breakwater through rotating the carousel, adjust the rivers size of drainage, it is more convenient to use.
Drawings
Fig. 1 is a schematic perspective view of an integral ecological sheet pile for dredging and remediating a river channel.
Fig. 2 is a schematic three-dimensional structure diagram of an ecological sheet pile supporting sleeve for dredging and remediating a river channel.
Fig. 3 is a schematic plan structure view of an ecological sheet pile support rod for dredging and remediating a river channel.
Fig. 4 is a schematic plane structure diagram of an ecological sheet pile rack for dredging and remediating a river channel.
In the figure: 1. sheet piling; 2. a support assembly; 201. a stay bar; 202. supporting sleeves; 203. a card slot; 204. a limiting hole; 205. a limiting rod; 206. a cross bar; 207. a limiting spring; 208. a bearing; 3. a drainage assembly; 301. a turntable; 302. a water discharge tank; 303. a water baffle; 304. a gear; 305. a rack; 306. a limiting block; 4. drilling a nail; 5. a slot; 6. and (5) cutting.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the utility model easy to understand, the utility model is further described with the specific embodiments.
As shown in fig. 1-4, an ecological sheet pile for dredging and remedying a river channel comprises a sheet pile 1, a supporting component 2 and a drainage component 3, the supporting components 2 are arranged on two sides in the sheet pile 1, the supporting components 2 are specifically composed of supporting rods 201, supporting sleeves 202, clamping grooves 203, limiting holes 204, limiting rods 205, cross rods 206, limiting springs 207 and bearings 208, the sheet pile 1 is provided with clamping grooves 203 at two sides, a cross bar 206 is inserted at the top of the clamping groove 203 through a bearing 208, the cross rod 206 is inserted into the top end of the brace 202, the brace 201 is inserted into the inner bottom end of the brace 202, the two sides of the top end of the support rod 201 are connected with a limit rod 205 through a limit spring 207, the limit rod 205 is inserted in the limit hole 204, the limiting holes 204 are formed in two sides of the supporting sleeve 202, and the drainage assembly 3 specifically comprises a rotary disc 301, a drainage groove 302, a water baffle 303, a gear 304, a rack 305 and a limiting block 306.
Wherein, set up water drainage tank 302 in the sheet pile 1, install breakwater 303 in the water drainage tank 302, breakwater 303 top is provided with rack 305, rack 305 top meshing connection gear 304, carousel 301 bottom is connected to gear 304 both sides, carousel 301 is installed at sheet pile 1 both sides, rack 305 both ends are provided with stopper 306, set up water drainage tank 302 and install breakwater 303 in the platelike, breakwater 303 top sets up rack 305 meshing connection gear 304, gear 304 connects carousel 301 bottom to open and close breakwater 303 through rotating carousel 301, adjust the rivers size of drainage, it is more convenient to use.
The left end of the sheet pile 1 is provided with a slot 5, the right end of the sheet pile 1 is provided with an inserting strip 6, the left end of the sheet pile 1 is provided with the slot 5, and the right end of the sheet pile 1 is provided with the inserting strip 6, so that the sheet piles 1 can be installed and used conveniently.
Wherein, the brill nail 4 is installed to vaulting pole 201 bottom, bores in nail 4 can be convenient for insert earth with vaulting pole 201 bottom, carries out fixed stay to vaulting pole 201.
It should be noted that, the utility model is an ecological sheet pile for dredging and renovating a river channel, when in operation, when the sheet pile 1 is installed, only the bottom end of the sheet pile 1 is inserted into the bottom of the river channel, the stay bar 201 and the support sleeve 202 installed in the clamping grooves 203 at two sides are pulled outwards, the limit rod 205 inserted in the hole at two sides of the support sleeve 202 is pressed inwards according to the required length, the limit rod 205 compresses the bottom limit spring 207 and retracts into the support sleeve 202, the stay bar 201 is pulled outwards, when the stay bar is pulled out to the required length, the limit rod 205 reaches the limit hole 204 at the corresponding position, the limit spring 207 rebounds outwards to eject the limit rod 205 out of the limit hole 204, thereby after the stay bar 201 is fixed in length, the drill 4 installed at the bottom end of the stay bar 201 is inserted into the soil in the river channel, a triangle is formed between the stay bar 201 and the sheet pile 1, two sides of the sheet pile 1 are supported and fixed at the same time, thereby supporting and fixing the sheet pile 1, the sheet pile 1 is not required to be nailed tightly by foreign objects, the sheet pile 1 is more convenient to use, after one group of sheet piles 1 are installed, the inserting strip 6 installed at the right end of the other group of sheet piles 1 is inserted into the inserting groove 5 arranged at the left end of the previous group of sheet piles 1, the sheet piles 1 are fixedly connected, after the sheet piles 1 are installed, in the using process, when the two sides of the sheet piles 1 are required to be drained for use, the rotating disc 301 only needs to rotate the rotating disc 301 installed on the surface of the sheet pile 1 clockwise, the rotating disc 301 rotates to drive the gear 304 to rotate clockwise, thereby the rack 305 connected in a meshing way slides from right to left along with the clockwise rotation of the gear 304, thereby the water baffle plate 303 in the water drainage groove 302 is driven to slide from left to right in the water drainage groove 302, thereby the two sides of the sheet piles 1 are drained for use, the water flow during drainage is also convenient to adjust, the water flow is more convenient to use, when the drainage is not required, after only needing anticlockwise rotation carousel 301, drive rack 305 and breakwater 303 through gear 304 and close alright, sheet pile 1 uses and accomplishes the back, takes out the back in the sheet pile 1 follow river course, inwards presses down behind the gag lever post 205 to peg graft vaulting pole 201 again in the brace 202 after the bottom, with in placing back draw-in groove 203 vaulting pole 201 and brace 202 again alright, be convenient for to the installation and the dismantlement use of sheet pile 1, the practicality is stronger.
The foregoing shows and describes the general principles and broad features of the present invention and advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are given by way of illustration of the principles of the present invention, but that various changes and modifications may be made without departing from the spirit and scope of the utility model, and such changes and modifications are within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (4)
1. An ecological sheet pile for dredging and renovating a river channel comprises a sheet pile (1) and is characterized by further comprising a supporting component (2) and a drainage component (3), wherein the supporting component (2) is installed on two sides in the sheet pile (1), the supporting component (2) specifically comprises a supporting rod (201), a supporting sleeve (202), a clamping groove (203), a limiting hole (204), a limiting rod (205), a cross rod (206), a limiting spring (207) and a bearing (208), the clamping groove (203) is formed in two sides of the sheet pile (1), the cross rod (206) is inserted into the inner top of the clamping groove (203) through the bearing (208), the cross rod (206) is inserted into the inner top end of the supporting sleeve (202), the supporting rod (201) is inserted into the inner bottom end of the supporting sleeve (202), two sides of the top end of the supporting rod (201) are connected with the limiting rod (205) through the limiting spring (207), and the limiting rod (205) is inserted into the limiting hole (204), the limiting holes (204) are formed in two sides of the supporting sleeve (202), and the drainage assembly (3) is specifically composed of a turntable (301), a drainage groove (302), a water baffle (303), a gear (304), a rack (305) and a limiting block (306).
2. The ecological sheet pile for dredging and remediating a river channel according to claim 1, which is characterized in that: water drainage tank (302) have been seted up in sheet pile (1), install breakwater (303) in water drainage tank (302), breakwater (303) top is provided with rack (305), rack (305) top meshing connection gear (304), carousel (301) bottom is connected to gear (304) both sides, install in sheet pile (1) both sides carousel (301), rack (305) both ends are provided with stopper (306).
3. The ecological sheet pile for dredging and remediating a river channel according to claim 1, which is characterized in that: the left end of the sheet pile (1) is provided with a slot (5), and the right end of the sheet pile (1) is provided with an inserting strip (6).
4. The ecological sheet pile for dredging and remediating a river channel according to claim 1, which is characterized in that: the drill nail (4) is installed at the bottom end of the support rod (201).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122561010.0U CN216664081U (en) | 2021-10-25 | 2021-10-25 | Ecological template pile for dredging and treating river channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122561010.0U CN216664081U (en) | 2021-10-25 | 2021-10-25 | Ecological template pile for dredging and treating river channel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216664081U true CN216664081U (en) | 2022-06-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122561010.0U Active CN216664081U (en) | 2021-10-25 | 2021-10-25 | Ecological template pile for dredging and treating river channel |
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| Country | Link |
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| CN (1) | CN216664081U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115125936A (en) * | 2022-08-31 | 2022-09-30 | 扬州扬子新型建材科技有限公司 | Adjustable prestressing force pvc sheet pile of dismantling is used in water conservancy construction |
-
2021
- 2021-10-25 CN CN202122561010.0U patent/CN216664081U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115125936A (en) * | 2022-08-31 | 2022-09-30 | 扬州扬子新型建材科技有限公司 | Adjustable prestressing force pvc sheet pile of dismantling is used in water conservancy construction |
| CN115125936B (en) * | 2022-08-31 | 2022-12-20 | 扬州扬子新型建材科技有限公司 | Adjustable prestressing force pvc sheet pile of dismantling is used in water conservancy construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: ZHEJIANG HONGZHI NEW MATERIALS CO.,LTD. Assignor: HAIYAN HUIXIANG NEW BUILDING MATERIAL TECHNOLOGY CO.,LTD. Contract record no.: X2024330000149 Denomination of utility model: An ecological sheet pile for river dredging and remediation Granted publication date: 20220603 License type: Common License Record date: 20240703 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Qinshan Xindong Technology Consulting Service Department, Haiyan County (Individual Industrial and Commercial Households) Assignor: HAIYAN HUIXIANG NEW BUILDING MATERIAL TECHNOLOGY CO.,LTD. Contract record no.: X2024330000284 Denomination of utility model: An ecological sheet pile for river dredging and remediation Granted publication date: 20220603 License type: Common License Record date: 20240729 |