CN208219553U - Section riverbed slope protection is rushed with easy permutite quilt - Google Patents
Section riverbed slope protection is rushed with easy permutite quilt Download PDFInfo
- Publication number
- CN208219553U CN208219553U CN201721258259.1U CN201721258259U CN208219553U CN 208219553 U CN208219553 U CN 208219553U CN 201721258259 U CN201721258259 U CN 201721258259U CN 208219553 U CN208219553 U CN 208219553U
- Authority
- CN
- China
- Prior art keywords
- woven geotextile
- shell
- port lid
- quilt
- rushed
- 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
Landscapes
- Revetment (AREA)
Abstract
One kind being rushed section riverbed slope protection with easy permutite quilt, it includes the woven geotextile of big specification by shell (2), the woven geotextile is equipped with cuff (6) by shell (2), it is characterized in that the woven geotextile is equipped with water treatment plant (1) by the one side of shell (2), the water treatment plant is made of preformed hole (3) and woven geotextile port lid (5), woven geotextile port lid (5) is connected on preformed hole (3) and is completely covered by sewing thread (4) seam, the specification of the woven geotextile port lid (5) is less than woven geotextile and is oozed out from woven geotextile port lid (5) by the specification of shell (2) by the water energy in shell.The utility model structure is simple, and intensity is high, makes easy to use.The quality that shore protection can be improved, prolongs the service life.
Description
Technical field
The utility model relates to a kind of hydraulic engineering technology, especially a kind of shore protection operation articles are specifically a kind of
Section riverbed slope protection is rushed with easy permutite quilt.
Background technique
Currently, this several years, underwater sand is widely applied in yangtze river channel training works by shore protection.For generally long
Rivers bed, usually selection specification≤350g/ ㎡ woven geotextile production sand by shell can, but to being rushed for a long time
When section riverbed (such as continent head position) carries out sand by shore protection, it is necessary to using the woven geotextile production sand of more high standard by shell, this
Sample intensity and durability can be just further ensured that.But the woven geotextile structure hole of specification > 350g/ ㎡ is smaller, production
At sand it is weak by shell water penetration, if water penetration cannot be met the requirements, when water sand mixture be filled in sand by after, water be difficult with
It filters out, sand is filled rapidly, therefore sandstone charging amount is difficult to be guaranteed, and then influences construction quality.
Utility model content
The purpose of this utility model be for rushed section riverbed slope protection with big specification sand by drainage it is difficult and influence engineering into
The problem of spending designs one kind and is rushed section riverbed slope protection with easy permutite quilt.
The technical solution of the utility model first is that:
One kind being rushed the easy permutite quilt of section riverbed slope protection, it includes the woven geotextile of big specification by shell 2, the woven soil
Work cloth is equipped with cuff 6 by shell 2, it is characterized in that the woven geotextile is equipped with water treatment plant 1 by the one side of shell 2, it is described
Water treatment plant is made of preformed hole 3 and woven geotextile port lid 5, and woven geotextile port lid 5 is connected in preformed hole by the seam of sewing thread 4
It on 3 and is completely covered, the specification of the woven geotextile port lid 5 is less than woven geotextile by the specification of shell 2 in favor of quilt
Water energy in shell is oozed out from woven geotextile port lid 5.
The woven geotextile of the big specification refers to the woven geotextile of specification > 350g/ ㎡.
The specification of the woven geotextile port lid 5≤350g/ ㎡.
The circular hole that the diameter of the preformed hole 3 is 0.3 meter, the round knot that woven geotextile port lid 5 is 0.4 meter of diameter
Structure.
The water treatment plant 1 and the interval of cuff 6 repeat to be arranged.
The technical solution of the utility model second is that:
A kind of sand is by shore protection apparatus for work, it is characterized in that it includes ship 7, roller 8 and sliding is equipped on the ship 7
Plate 9, sand is by 2 on roller 3, and aboard ship, the other end protrudes into water an overlap joint of slide plate 9, and sand is pulled up by 2 from roller 8
Out, it is slid into water after sand is infused at cuff position along slide plate 9.
The utility model has the beneficial effects that
The sand of the utility model is used in the Changjiang river riverbed washed away for a long time to be protected using high standard woven geotextile sand
Bank is both able to satisfy intensity and life requirement, also can solve drainage problem, and construction quality can be guaranteed.
The utility model structure is simple, and intensity is high, makes easy to use.The quality that shore protection can be improved, prolongs the service life.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the sand quilt of the utility model.
Fig. 2 is the apparatus for work schematic diagram of the utility model.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and examples.
Embodiment one.
As shown in Figure 1.
One kind being rushed the easy permutite quilt of section riverbed slope protection, it includes the woven geotechnique of the big specification of specification > 350g/ ㎡
Cloth is equipped with cuff 6 by shell 2 by shell 2, the woven geotextile, and the woven geotextile is equipped with water treatment plant by the one side of shell 2
1, water treatment plant 1 and cuff 6 are repeated to be arranged in sand by upper interval, and the water treatment plant is pre- by the circle hole shape that diameter is 0.3 meter
It boxes out round woven geotextile port lid 5 composition of 3 and 0.4 meter of diameter, the specification of woven geotextile port lid 5≤350g/ ㎡ is woven
Geotextiles port lid 5 is connected on preformed hole 3 and is completely covered by the seam of sewing thread 4, the specification of the woven geotextile port lid 5
It is oozed out from woven geotextile port lid 5 by the specification of shell 2 by the water energy in shell less than woven geotextile.In use, water,
Sand mixture is charged by cuff 6 by after shell 2, and most of water is filtered out from the water treatment plant 1.
Embodiment two.
As shown in Figure 2.
By shore protection apparatus for work, it includes ship 7, and roller 8 and slide plate 9, sand quilt are equipped on the ship 7 for a kind of sand
On the cylinder 8, aboard ship, the other end protrudes into water an overlap joint of slide plate 92 windings, and sand is pulled out from roller 8 by 2, in cuff
It is slid into water after infusing sand at position along slide plate 9.As shown in Fig. 2, sand make with filling with sinking using ship 7 by shore protection
On the cylinder 8 by shell volume 2, it puts down first along slide plate 9 by shell 2, water, sand mixture is charged by shell 2, successively by cuff 6
Circulation, until the filling of whole sand quilt.
The parts not involved in the utility model is the same as those in the prior art or can be realized by using the prior art.
Claims (5)
1. one kind is rushed the easy permutite quilt of section riverbed slope protection, it includes the woven geotextile of big specification by shell (2), the woven soil
Work cloth is equipped with cuff (6) by shell (2), it is characterized in that the woven geotextile is equipped with water treatment plant by the one side of shell (2)
(1), the water treatment plant is made of preformed hole (3) and woven geotextile port lid (5), and woven geotextile port lid (5) passes through seam
It mends line (4) seam to be connected on preformed hole (3) and be completely covered, the specification of the woven geotextile port lid (5) is less than woven soil
Work cloth is oozed out from woven geotextile port lid (5) by the specification of shell (2) by the water energy in shell.
2. according to claim 1 rushed the easy permutite quilt of section riverbed slope protection, it is characterized in that the machine of the big specification
Knit the woven geotextile that geotextiles refer to specification > 350g/ ㎡.
3. according to claim 1 rushed the easy permutite quilt of section riverbed slope protection, it is characterized in that the woven geotextile
The specification of port lid (5)≤350g/ ㎡.
4. according to claim 1 rushed the easy permutite quilt of section riverbed slope protection, it is characterized in that the preformed hole (3)
The circular hole that diameter is 0.3 meter, the circular configuration that woven geotextile port lid (5) is 0.4 meter of diameter.
5. according to claim 1 rushed the easy permutite quilt of section riverbed slope protection, it is characterized in that the water treatment plant (1)
It is spaced with cuff (6) and repeats to be arranged.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721258259.1U CN208219553U (en) | 2017-09-28 | 2017-09-28 | Section riverbed slope protection is rushed with easy permutite quilt |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721258259.1U CN208219553U (en) | 2017-09-28 | 2017-09-28 | Section riverbed slope protection is rushed with easy permutite quilt |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208219553U true CN208219553U (en) | 2018-12-11 |
Family
ID=64532320
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721258259.1U Expired - Fee Related CN208219553U (en) | 2017-09-28 | 2017-09-28 | Section riverbed slope protection is rushed with easy permutite quilt |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208219553U (en) |
-
2017
- 2017-09-28 CN CN201721258259.1U patent/CN208219553U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202745013U (en) | Concrete body interlocking block soft mattress | |
CN103726498A (en) | Grouting expanding pre-stressed anchor rod of fiber bag and using method thereof | |
CN104878739A (en) | Drainage material assembly capable of being transversely connected with plastic drainage boards and method for constructing drainage material assembly | |
CN110158598A (en) | A kind of large diameter pile foundation wash preventing method and device that main passive protection combines | |
CN204139159U (en) | Side slope deep layer gutter | |
CN203741889U (en) | Blind drainage floating reduction structure | |
CN208219553U (en) | Section riverbed slope protection is rushed with easy permutite quilt | |
CN203701105U (en) | Fiber bag grouting expanding body prestressed anchor | |
CN205152888U (en) | An anchor bag and a concrete interlocking software volleyball association body structure | |
CN208578050U (en) | A kind of flexible ecological stick for high precipitous rock slope restoration of the ecosystem | |
CN104452665B (en) | Abyssal region seawall sand quilt laying method | |
CN105256132A (en) | Rare earth mine in-situ mine dipping auxiliary leakage device and application method thereof | |
CN108589755A (en) | A kind of Oversea wind power generation Anti-scouring device | |
CN205170944U (en) | Rare earth mine soaks in original place supplementary seepage device in ore deposit | |
CN209277175U (en) | A kind of mine rock slope answers green system | |
CN104594291B (en) | A kind of soft raft mattress sinking construction method that can improve mattress sinking smooth degree | |
CN207193896U (en) | A kind of inland river ecology shield beach disk | |
CN203633091U (en) | Salt eliminating system used for park green plant planting soil | |
CN205865008U (en) | Integral type saline and alkaline land hidden pipe | |
CN105804072A (en) | Slip casting pipe device, Y-shaped abnormal-shape pile with device in prefabricated manner and slip casting method of device | |
CN109797710A (en) | Double cylinder curtain wall type breakwater | |
CN205035780U (en) | Wet tailing of piling accelerates drainage consolidation device and tailing storehouse drainage system step by step | |
CN104018487A (en) | Vacuum preloading shallow-layer solidification device based on newly-reclaimed ultra-soft soil foundation and method of device | |
CN204272944U (en) | A kind of water surface fishpond fixture | |
CN107690861A (en) | A kind of stalk groove and its method for embedding |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181211 Termination date: 20200928 |
|
CF01 | Termination of patent right due to non-payment of annual fee |