CN208578053U - Construction of hydro project waterwall - Google Patents
Construction of hydro project waterwall Download PDFInfo
- Publication number
- CN208578053U CN208578053U CN201820980882.6U CN201820980882U CN208578053U CN 208578053 U CN208578053 U CN 208578053U CN 201820980882 U CN201820980882 U CN 201820980882U CN 208578053 U CN208578053 U CN 208578053U
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- China
- Prior art keywords
- column
- water fender
- construction
- hydro project
- waterwall
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Abstract
The utility model discloses a kind of construction of hydro project waterwalls, including multiple columns equidistantly arranged, before the top of the column, there are two fixation holes for setting afterwards, anchor pole is combined with by the fixation hole, the lower end of anchor pole is drilled into riverbed after being passed down through the column, the depth pierced is greater than 200cm, limited block is welded in the upper end of the anchor pole, the limited block limit is at the top position of the column, the width of limited block is greater than the diameter of the fixation hole, slot there are four being symmetrical arranged at the left and right sides position of the column, water fender and breast boards are combined with by the slot between the two neighboring column, the water fender is set to the side towards river water, the filled cavity of a filling is formed between the water fender and the breast boards, the water fender is laminated with muti-piece；The present apparatus has enough water-retaining capacities convenient for assembling.
Description
Technical field
The utility model relates to a kind of construction of hydro project waterwalls.
Background technique
When carrying out construction of hydro project, need to carry out construction point waterproofing protection, existing mode is mainly using gear
Waterwall, waterwall in the prior art steel plate with more root posts form, and difficulty when assembled is larger, and steel plate needs
The pressure of water is born, therefore the design thickness of steel plate is larger, causes the quality of monolithic steel plate excessively big, further increases installation
On difficulty.
Based on the above issues, it is desirable to provide one kind is convenient for assembling, and the construction of hydro project with enough water-retaining capacities
Use waterwall.
Utility model content
The technical problem to be solved by the utility model is to provide one kind convenient for assembling, and with enough water-retaining capacities
Construction of hydro project waterwall.
The utility model is achieved through the following technical solutions:
A kind of construction of hydro project waterwall, including multiple columns equidistantly arranged, the top of the column is forward and backward to be set
Fixation hole there are two setting, is combined with anchor pole by the fixation hole, the lower end of anchor pole is drilled into river after being passed down through the column
In bed, the depth pierced is greater than 200cm, is welded with limited block in the upper end of the anchor pole, the limited block limit is described vertical
At the top position of column, the width of limited block is greater than the diameter of the fixation hole, at the left and right sides position of the column pair
Claiming setting, there are four slots, are combined with water fender and breast boards by the slot between the two neighboring column, described
Water fender is set to the side towards river water, and the filling of a filling is formed between the water fender and the breast boards
Chamber is filled primarily with soil and stone in filled cavity, can gather materials on the spot, by the filling of stone and soil, can increase water blocking
The ability of anti-deformation of plate, while increasing the self weight of the present apparatus, increase stress-bearing capability, the water fender is laminated with muti-piece.
Preferably, the column is stainless steel material.
Preferably, the height of every piece of water fender is 40cm ~ 60cm.
Preferably, the upper end surface of the water fender is provided with card slot, the bottom of the water fender is provided with insertion
It is formed and is sealed after the strip of the card slot, the strip and card slot cooperation, card slot, Ke Yizeng are cooperated by setting strip
Add leakproofness, reducing infiltration may.
Preferably, the breast boards is a frame shape, has an earth-retaining net in the interior welds of the breast boards, by set
Earth-retaining net can reduce the self weight of breast boards, while earth-retaining net can also observe the filling situation of inside stuffing.
Preferably, the mesh aperture of the earth-retaining net is 30 ~ 60 mesh.
Preferably, it is welded with wrapping post in the upper end of the column, the wrapping post has winding slot, in two neighboring institute
It states and wirerope is combined with by the wrapping post between column.
Preferably, by obtaining after three strands or more of steel wire spiral winding, the single gauge of wire is the wirerope
0.8mm~1.55mm。
Preferably, the water fender be steel plate, the water fender with a thickness of 15mm ~ 25mm.
The installation steps of the present apparatus are as follows:
The spacing between column is determined first, then positioning vertical column, squeezed into anchor pole in river by piling machine, so that
Column is fixed, and after the completion of column is fixed, water fender and breast boards is inserted into, after insertion, pass through institute between multiple columns
The cofferdam that water fender forms a water proof is stated, filler is filled to filled cavity at this time, after the completion of filling, then passes through water pumper
By the water extraction in cofferdam, that is, complete installation.
The beneficial effects of the utility model are: the present apparatus is after installation is complete, water blocking can be realized by water fender, realized
The blocking of water is allowed by the cooperation of breast boards and water fender and is filled stone, soil, sand etc. in the side of backwater and fill out
It fills object to be supported, increases the ability of anti-deformation and stress-bearing capability of water fender, increase the stability of the present apparatus, the structure of the present apparatus
Relatively simple, use is more firm, and it is more convenient to install, and is suitble to promote the use of.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the top view of the utility model；
Fig. 2 is the side view of column；
Fig. 3 is the main view of water fender；
Fig. 4 is the side view of water fender；
Fig. 5 is the main view of breast boards；
Fig. 6 is the usage state diagram of the utility model.
Specific embodiment
All features disclosed in this specification or disclosed all methods or in the process the step of, in addition to mutually exclusive
Feature and/or step other than, can combine in any way.
Any feature disclosed in this specification (including any accessory claim, abstract and attached drawing), except non-specifically chatting
It states, can be replaced by other alternative features that are equivalent or have similar purpose.That is, unless specifically stated, each feature is only
It is an example in a series of equivalent or similar characteristics.
In the description of the present invention, it should be understood that term " one end ", " other end ", " outside ", "upper", " interior
The orientation or positional relationship of the instructions such as side ", "horizontal", " coaxial ", " center ", " end ", " length ", " outer end " is based on attached drawing
Shown in orientation or positional relationship, be merely for convenience of describing the present invention and simplifying the description, rather than indication or suggestion institute
The device or element of finger must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to this reality
With novel limitation.
In addition, in the description of the present invention, the meaning of " plurality " is at least two, such as two, three etc., unless
Separately there is clearly specific restriction.
In the present invention unless specifically defined or limited otherwise, term " setting ", " connection ", " passes through at " socket "
Wear ", the terms such as " grafting " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；
It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, can also indirectly connected through an intermediary, it can be with
It is the interaction relationship of the connection or two elements inside two elements, unless otherwise restricted clearly.For this field
For those of ordinary skill, the concrete meaning of above-mentioned term in the present invention can be understood as the case may be.
A kind of construction of hydro project waterwall as shown in Figures 1 to 6, it is described including multiple columns 1 equidistantly arranged
There are two fixation holes 101 for the forward and backward setting in the top of column 1, are combined with anchor pole 2, the lower end of anchor pole 2 by the fixation hole 101
It is drilled into riverbed after being passed down through the column 1, the depth pierced is greater than 200cm, and in the upper end of the anchor pole 2, welding is limited
Position block 201, at the top position of the column 1, the width of limited block 201 is greater than the fixation for the limit of limited block 201
The diameter in hole 101 is symmetrical arranged there are four slot 102, two neighboring described vertical at the left and right sides position of the column 1
Water fender 3 and breast boards 4 are combined with by the slot 102 between column 1, the water fender 3 is set to the side towards river water,
The filled cavity 8 that a filling is formed between the water fender 3 and the breast boards 4, be filled primarily in filled cavity soil and
Stone can gather materials on the spot, and by the filling of stone and soil, can increase the ability of anti-deformation of water fender, while increase this
The self weight of device, increases stress-bearing capability, and the water fender 3 is laminated with muti-piece.
A preferred embodiment in the utility model, the column 1 are stainless steel material.
A preferred embodiment in the utility model, the height of every piece of water fender 3 are 50cm.
A preferred embodiment in the utility model is provided with card slot 331 in the upper end surface of the water fender 3,
The bottom of the water fender 3 is provided with the strip 332 for being embedded in the card slot 331, and the strip 332 is matched with the card slot 331
Sealing is formed after conjunction, and card slot is cooperated by setting strip, can increase leakproofness, reducing infiltration may.
A preferred embodiment in the utility model, the breast boards 4 is a frame shape, in the inside of the breast boards 4
It is welded with an earth-retaining net 444, the self weight of breast boards can be reduced by set earth-retaining net, while earth-retaining net can also be observed
The filling situation of inside stuffing.
A preferred embodiment in the utility model, the mesh aperture of the earth-retaining net 444 are 40 mesh.
A preferred embodiment in the utility model is welded with wrapping post 5, the coiling in the upper end of the column 1
Column 5 has winding slot 511, is combined with wirerope 512 by the wrapping post 5 between the two neighboring column 1.
A preferred embodiment in the utility model, the wirerope 512 obtain after being wound by 4 strands of steel wire spirals, single
Gauge of wire described in root is 0.8mm.
A preferred embodiment in the utility model, the water fender 3 be steel plate, the water fender 3 with a thickness of
20mm。
The installation steps of the present apparatus are as follows:
The spacing between column is determined first, then positioning vertical column, squeezed into anchor pole in river by piling machine, so that
Column is fixed, and after the completion of column is fixed, water fender and breast boards is inserted into, after insertion, pass through institute between multiple columns
The cofferdam that water fender forms a water proof is stated, filler is filled to filled cavity at this time, after the completion of filling, then passes through water pumper
By the water extraction in cofferdam, that is, complete installation.
The beneficial effects of the utility model are: the present apparatus is after installation is complete, water blocking can be realized by water fender, realized
The blocking of water is allowed by the cooperation of breast boards and water fender and is filled stone, soil, sand etc. in the side of backwater and fill out
It fills object to be supported, increases the ability of anti-deformation and stress-bearing capability of water fender, increase the stability of the present apparatus, the structure of the present apparatus
Relatively simple, use is more firm, and it is more convenient to install, and is suitble to promote the use of.
Above description is only a specific implementation of the present invention, but the protection scope of the utility model is not limited to
In this, any change or replacement expected without creative work be should be covered within the scope of the utility model.
Therefore, the protection scope of the utility model should be determined by the scope of protection defined in the claims.
Claims (9)
1. a kind of construction of hydro project waterwall, it is characterised in that: including multiple columns equidistantly arranged, the top of the column
There are two fixation holes for the forward and backward setting in portion, anchor pole are combined with by the fixation hole, after the lower end of anchor pole is passed down through the column
It is drilled into riverbed, the depth pierced is greater than 200cm, is welded with limited block, the limited block limit in the upper end of the anchor pole
At the top position of the column, the width of limited block is greater than the diameter of the fixation hole, in the left and right sides of the column
Slot there are four being symmetrical arranged at position, is combined with water fender and earth-retaining by the slot between the two neighboring column
Plate, the water fender are set to the side towards river water, form a filling between the water fender and the breast boards and use
Filled cavity, the water fender is laminated with muti-piece.
2. construction of hydro project waterwall according to claim 1, it is characterised in that: the column is stainless steel
Matter.
3. construction of hydro project waterwall according to claim 1, it is characterised in that: the height of every piece of water fender
For 40cm ~ 60cm.
4. construction of hydro project waterwall according to claim 1, it is characterised in that: in the upper surface of the water fender
Place is provided with card slot, and the strip for being embedded in the card slot, the strip and the card slot are provided in the bottom of the water fender
Sealing is formed after cooperation.
5. construction of hydro project waterwall according to claim 1, it is characterised in that: the breast boards is a frame shape,
There is an earth-retaining net in the interior welds of the breast boards.
6. construction of hydro project waterwall according to claim 1, it is characterised in that: the mesh aperture of the earth-retaining net
For 30 ~ 60 mesh.
7. construction of hydro project waterwall according to claim 1, it is characterised in that: welded in the upper end of the column
There is wrapping post, the wrapping post has winding slot, is combined with steel wire by the wrapping post between the two neighboring column
Rope.
8. construction of hydro project waterwall according to claim 7, it is characterised in that: the wirerope is by three strands or more
Steel wire spiral winding after obtain, the single gauge of wire be 0.8mm ~ 1.55mm.
9. construction of hydro project waterwall according to claim 1, it is characterised in that: the water fender is steel plate, institute
State water fender with a thickness of 15mm ~ 25mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820980882.6U CN208578053U (en) | 2018-06-25 | 2018-06-25 | Construction of hydro project waterwall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820980882.6U CN208578053U (en) | 2018-06-25 | 2018-06-25 | Construction of hydro project waterwall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208578053U true CN208578053U (en) | 2019-03-05 |
Family
ID=65509307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820980882.6U Withdrawn - After Issue CN208578053U (en) | 2018-06-25 | 2018-06-25 | Construction of hydro project waterwall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208578053U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112030873A (en) * | 2020-07-22 | 2020-12-04 | 山东海建水利工程有限公司 | Soil retaining device for hydraulic engineering and using method thereof |
-
2018
- 2018-06-25 CN CN201820980882.6U patent/CN208578053U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112030873A (en) * | 2020-07-22 | 2020-12-04 | 山东海建水利工程有限公司 | Soil retaining device for hydraulic engineering and using method thereof |
| CN112030873B (en) * | 2020-07-22 | 2024-05-17 | 山东海建水利工程有限公司 | Soil retaining device for hydraulic engineering and application method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200107 Address after: 272000 9 / F, block B, Xincheng development building, Beihu provincial tourist resort, Jining City, Shandong Province Patentee after: Shuifa Jinshui Construction Engineering Co.,Ltd. Address before: Taibai building 272000 west of Shandong Province, Jining City No. 191 Patentee before: Wang Shoulei |
|
| TR01 | Transfer of patent right | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20190305 Effective date of abandoning: 20230531 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20190305 Effective date of abandoning: 20230531 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |