CN2866594Y - Hydraulic inserting board building dykes pervious water wave protection wall - Google Patents
Hydraulic inserting board building dykes pervious water wave protection wall Download PDFInfo
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- CN2866594Y CN2866594Y CN 200620080739 CN200620080739U CN2866594Y CN 2866594 Y CN2866594 Y CN 2866594Y CN 200620080739 CN200620080739 CN 200620080739 CN 200620080739 U CN200620080739 U CN 200620080739U CN 2866594 Y CN2866594 Y CN 2866594Y
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- stratum
- hydraulic
- hydraulic sheeting
- section
- hydraulic flashboard
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Abstract
A hydraulic flashboard sea-surrounding permeable wave-breaking wall comprises a hydraulic flashboard and a concrete cap beam, which are connected through a slide track and a slide board and are inserted into underwater stratum, wherein the joint is fixed with concrete and the cast-in-situ concrete cap beam is arranged on the top of the hydraulic flashboard. The hydraulic flashboard is a three-section structure, wherein the upper portion is a porous frame section, the middle portion is a rectangular transition section, and the lower portion is a 'T' shape inserting section with a ribbed slab. The ribbed slab in the 'T' shape inserting section of the hydraulic flashboard is inserted in opposite direction into the stratum. One side of the hydraulic flashboard is further connected with a stable board which is in opposite direction crossways inserted into the stratum. The hydraulic flashboard sea-surrounding permeable wave-breaking wall of the utility model is characterized in that the wall has permeable and wave-breaking functions with low cost and high-speed constructing, in particular the wall is applicable to constructing highly effective breeding area in coastal water-area, specially provides good environment for developing fish culturing in net pen with high redounds, pioneers a new road for resolving the question of sea 'desertification', and takes a great part in avoiding the coastal area suffering from storm tide disaster.
Description
One, technical field
The utility model relates to marine wave-eliminating wall, relates in particular to a kind of hydraulic sheeting and encloses extra large permeable wave wall.
Two, background technology
As everyone knows, the installation location of coastal area anti-tide dike is general all in the place of land and boundary, ocean, and the dykes and dams function mainly is to prevent storm surge disaster.If dykes and dams parallel with the coastline are built in the marine site at the depth of water 3～5m, adopt traditional construction technology to build this dykes and dams and mainly have two problems: the one, the construction costs height; The 2nd, the proper flow of having blocked seawater after dykes and dams build up is unfavorable for developing sea-farming.In the patent No. is in the patent of ZL200420097442.4 " the permeable anti-tide dike of hydraulic sheeting ", prevent storm surge disaster and keep seawater proper flow and the high problem of construction costs though preferably resolve, but in order to solve permeable dykes and dams plate at marine security and stability, the road traffic bridge of needs and a seat board pilework is built simultaneously during construction, and will form an integral body.Therefore construction costs is still higher, and the engineering construction cycle is still longer.
Three, summary of the invention
The technical problems to be solved in the utility model provides a kind of hydraulic sheeting and encloses extra large permeable wave wall, and it can overcome or avoid problems of the prior art effectively.
The technical scheme that the utility model is dealt with problems is that a kind of hydraulic sheeting encloses extra large permeable wave wall, comprise and pass through slideway, slide plate interconnects, insert in the underwater stratum, the cast-in-place concrete cap-beam of hydraulic sheeting and top thereof that the junction is stitched admittedly by cement, described hydraulic sheeting is three stage structure, top is the frame section of porous, the middle part is a rectangular transition section, the bottom is the "T"-shaped insertion section that has floor, the "T"-shaped floor direction of inserting section of described hydraulic sheeting is inserted in the stratum on the contrary, and a side of described hydraulic sheeting also is connected with direction and intersects the steadying plate that inserts the stratum on the contrary.
Wherein, described hydraulic sheeting bottom is provided with floor, forms "T"-shaped structure and inserts in the underwater stratum.Described steadying plate is the rectangular configuration that the top tilts.The cast-in-place cap in described top utilizes the afterwards unified cast-in-place one-tenth concrete cap-beam of top reserved steel bar colligation afterwards for the concrete plate inserts the stratum.Described slideway, slide plate are connected to each other to insert in the underwater stratum and have entered in the slideway of stratum concrete plate for each piece hydraulic sheeting relies on its last of slide plate that is placed in concrete plate one side insertion, and the concrete plate inserts in the underwater stratum under the control of bottom jetting cuts formation and slideway.Described slip casting is stitched admittedly to after the concrete plate insertion stratum, inserts the cement injection pipeline from the space that two plate joint portion slideways are reserved and makes cement paste upwards return concrete plate top from the slideway bottom, makes and is consolidated into an integral body between plate and the plate.
The utility model has the following advantages and beneficial effect compared with prior art:
1, can eliminate the extra large wave-eliminating wall that encloses that storm surge disaster can guarantee the normal circulation of seawater again by two kinds of opposite permeable unrestrained hydraulic sheetings that disappear of floor direction together in marine formation, form of structure is simple, and material consumption is little, and construction costs is low.
2, hydraulic sheeting adopts batch production, prefabricated production, and site operation adopts hydraulic sheeting to advance a technology, and engineering construction speed is fast.
3, according to the actual conditions of different waters, hydraulic sheeting is gone into the ground degree of depth and stable width improves the security and stability that encloses extra large wave-eliminating wall by adjusting.
4, be adapted to coastal waters and eliminate storm surge disaster and the breed of development highly effective sea-water, provide a fine environment in particular for fish culture in net pen, the high return rate of fish culture in net pen will produce great economic benefit.Applying of this technology will be walked out a new road for solving " ocean desertification " problem.
Four, description of drawings
Fig. 1 is a structural front view of the present utility model
Fig. 2 is the vertical view of Fig. 1
Fig. 3 is the A-A generalized section of Fig. 1
Fig. 4 is the B-B generalized section of Fig. 1
Fig. 5 is the C-C generalized section of Fig. 1
Fig. 6 is the used hydraulic sheeting floor of a utility model structural representation left
Fig. 7 is the vertical view of Fig. 6
Fig. 8 is the D-D generalized section of Fig. 6
Fig. 9 is the E-E generalized section of Fig. 6
Figure 10 is the F-F generalized section of Fig. 6
Figure 11 is the used hydraulic sheeting floor of a utility model structural representation to the right
Figure 12 is the vertical view of Figure 11
Figure 13 is the G-G generalized section of Figure 11
Figure 14 is the H-H generalized section of Figure 11
Figure 15 is the J-J generalized section of Figure 11
Figure 16 is a steadying plate structural representation as shown in Figure 1
Figure 17 is a steadying plate schematic top plan view as shown in Figure 1
Five, the specific embodiment
Referring to Fig. 1-Figure 17, a kind of hydraulic sheeting encloses extra large permeable wave wall, comprise by slideway, slide plate and interconnecting, insert in the underwater stratum, the cast-in-place concrete cap-beam of hydraulic sheeting and top thereof that the junction is stitched admittedly by cement, described hydraulic sheeting is three stage structure, top is the frame section of porous, the middle part is a rectangular transition section, the bottom is the "T"-shaped insertion section that has floor, the "T"-shaped floor direction of inserting section of described hydraulic sheeting is inserted in the stratum on the contrary, and a side of hydraulic sheeting 1,2 also is connected with direction and intersects the steadying plate 7 that inserts the stratum on the contrary.Hydraulic sheeting 1,2, be two kinds of permeable unrestrained hydraulic sheetings that disappear that the floor direction is opposite, steadying plate 7 is the rectangular configuration that the top tilts.After first hydraulic sheeting inserts the stratum, second hydraulic sheeting at first inserted the slideway 4 of last hydraulic sheeting by slide plate 3, hydraulic sheeting inserts the stratum under the state of jetting cuts formation, then steadying plate 7 is inserted the stratum from slide plate 3, form a permeable diaphragm wall of hydraulic sheeting, the space that utilizes slideway 4 to reserve then is lowered to the cement injection pipeline and injects cement paste from the bottom and make it return concrete plate top to make the hydraulic sheeting of monolithic be consolidated into the permeable unrestrained concrete diaphragm wall that disappears of one integral body.Utilize top reinforcing bar of reserving 5 and the cast-in-place together cap 6 of reinforcing bar binding that increases newly then, form a complete hydraulic sheeting and enclose extra large permeable wave-eliminating wall.
Hydraulic sheeting encloses the top absolute altitude of extra large permeable wave-eliminating wall and sets according to the actual conditions in local marine site, installation location is selected according to the sea water advanced needs that can satisfy fish culture in net pen after the ebb, forms one and parallel with the coastline has permeable, as to disappear a unrestrained function safety curtain of taking precautions against natural calamities.The degree of the quantity that seawater passes through and the wave that disappears is adjusted the size of its permeable hole and is controlled in the time of can be by prefabricated waterpower, plate.The utility model can also be turned and is communicated with land by shallow water area, forms a complete efficient culture zone.
Claims (3)
1, a kind of hydraulic sheeting encloses extra large permeable wave wall, comprise by slideway, slide plate and interconnecting, insert in the underwater stratum, the cast-in-place concrete cap-beam of hydraulic sheeting and top thereof that the junction is stitched admittedly by cement, it is characterized in that described hydraulic sheeting is three stage structure, top is the frame section of porous, the middle part is a rectangular transition section, the bottom is the "T"-shaped insertion section that has floor, the "T"-shaped floor direction of inserting section of described hydraulic sheeting is inserted in the stratum on the contrary, and a side of described hydraulic sheeting also is connected with direction and intersects the steadying plate that inserts the stratum on the contrary.
2, hydraulic sheeting according to claim 1 encloses extra large permeable wave wall, it is characterized in that described hydraulic sheeting bottom is provided with floor, forms "T"-shaped structure and inserts in the underwater stratum.
3, hydraulic sheeting according to claim 1 encloses extra large permeable wave wall, it is characterized in that described steadying plate is the rectangular configuration that the top tilts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620080739 CN2866594Y (en) | 2006-01-23 | 2006-01-23 | Hydraulic inserting board building dykes pervious water wave protection wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620080739 CN2866594Y (en) | 2006-01-23 | 2006-01-23 | Hydraulic inserting board building dykes pervious water wave protection wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2866594Y true CN2866594Y (en) | 2007-02-07 |
Family
ID=37702296
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620080739 Expired - Lifetime CN2866594Y (en) | 2006-01-23 | 2006-01-23 | Hydraulic inserting board building dykes pervious water wave protection wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2866594Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350500A (en) * | 2015-11-06 | 2016-02-24 | 孟现坤 | Perfusion gate |
| CN105421291A (en) * | 2015-11-09 | 2016-03-23 | 孟现坤 | Waterproof T-shaped filling dam and construction method |
-
2006
- 2006-01-23 CN CN 200620080739 patent/CN2866594Y/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350500A (en) * | 2015-11-06 | 2016-02-24 | 孟现坤 | Perfusion gate |
| CN105421291A (en) * | 2015-11-09 | 2016-03-23 | 孟现坤 | Waterproof T-shaped filling dam and construction method |
| CN105421291B (en) * | 2015-11-09 | 2017-10-27 | 孟现坤 | Waterproof T-shaped perfusion dam and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANDONG HONGXU CONSTRUCTION CO., LTD. Free format text: FORMER OWNER: SHANDONG HEHAI HYDRAULIC FLAPPER ENGINEERING CO., LTD. Effective date: 20130110 Owner name: SHANDONG HEHAI HYDRAULIC FLAPPER ENGINEERING CO., Free format text: FORMER OWNER: HE FURONG Effective date: 20130110 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20130110 Address after: 257000, Xiang Yuan District, Xicheng District, Xicheng, Shandong, Dongying 44-1 Patentee after: SHANDONG HONGXU CONSTRUCTION Co.,Ltd. Address before: 257000, Xiang Yuan District, Xicheng District, Xicheng, Shandong, Dongying 44-1 Patentee before: Shandong Hehai Hydraulic Flapper Engineering Co.,Ltd. Effective date of registration: 20130110 Address after: 257000, Xiang Yuan District, Xicheng District, Xicheng, Shandong, Dongying 44-1 Patentee after: SHANDONG HEHAI HYDRAULIC FLAPPER ENGINEERING Co.,Ltd. Address before: 257000, Xiang Yuan District, Xicheng District, Xicheng, Shandong, Dongying 44-1 Patentee before: He Furong |
|
| CX01 | Expiry of patent term |
Granted publication date: 20070207 |
|
| EXPY | Termination of patent right or utility model |