CN2745995Y - Hydraulic spile permeable anti-surge dam - Google Patents
Hydraulic spile permeable anti-surge dam Download PDFInfo
- Publication number
- CN2745995Y CN2745995Y CNU2004200974424U CN200420097442U CN2745995Y CN 2745995 Y CN2745995 Y CN 2745995Y CN U2004200974424 U CNU2004200974424 U CN U2004200974424U CN 200420097442 U CN200420097442 U CN 200420097442U CN 2745995 Y CN2745995 Y CN 2745995Y
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- plate
- bridge
- dykes
- dams
- dam
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model discloses a hydraulic spile permeable anti-surge dam, comprising a bridge pile plate and a bridge deck plate installed on the bridge pile plate, a dam plate inserted oppositely to the sea surface, a crown wall cast in site and a bridge deck. Bridge pile plates are inserted into the underwater stratum to be mutually connected to form a bridge pile; the bridge deck is installed on the top part of bridge pile plate; the dam plate is inserted at the side adjacent to the sea surface; the slit between the bridge pile plate and the dam plate is sealed by grouting. The utility model has the advantages that the utility model has closed concrete dam bodies, defending against the influence of storm surges disasters on the offshore water surface and coastal regions, keeping the normal flow and exchange of the seawater, solving the contradiction between the dam construction on sea and the influence on the ocean environment; meanwhile, the hydraulic spile permeable anti-surge dam which is a high-grade highway is used for the construction technology of the anti-surge dam.
Description
One, technical field
The utility model relates to dykes and dams, the permeable anti-tide dike of particularly a kind of hydraulic sheeting.
Two, technical background
As everyone knows, build anti-tide dike at husky shale and silt coast, particularly in the shallow water along the coast, build dykes and dams, it is big that present ubiquity difficulty of construction, construction period is long, the construction costs height, the dykes and dams foundation is shallow, problems such as safety and stability performance difference, at application number is in 03271478.5 " hydraulic sheeting dykes and dams " patent, though it is shallow to have solved foundation preferably, poor stability, slow and the high problem of construction costs of speed of application, but the function of dykes and dams is the same with traditional anti-tide dike, mainly be to be used to prevent storm surge disaster, in the shallow water along the coast, build dykes and dams and marine environment is brought certain influence toward the contact meeting.
Three, summary of the invention
The purpose of this utility model provides the permeable anti-tide dike of a kind of improved hydraulic sheeting, shortcoming or deficiency that it can overcome effectively or avoid existing in the above-mentioned prior art, from the dykes and dams top to the seawater subtidal line all be the sealing the concrete dam body, can resist storm surge disaster safely to the influence of the coastal waters water surface and coastal area, the proper flow and the exchange that keep seawater, solve and build dykes and dams at sea and influence contradiction between the marine environment.
The permeable anti-tide dike of hydraulic sheeting described in the utility model, comprise the bridge pier plate and on the bridge deck installed, meet the dykes and dams plate that insert on the sea, cast-in-place wave wall and bridge floor.Be interconnected to form the bridge pier plate of bridge pier in the described insertion underwater stratum, its top is installed on bridge deck, and the face side that borders on the sea is inserted the dykes and dams plate, and slip casting is stitched admittedly and formed integral body between bridge pier plate and the dykes and dams plate.
Wherein, described bridge pier plate is frame plate, flat board or trough slab, its top center line is reserved with the reinforcing bar that row's length surpasses bridge deck thickness, the reinforcing bar binding of this reinforcing bar and bridge floor reinforcing bar and prefabricated wave wall makes bridge pier plate, bridge deck, bridge floor, dykes and dams plate and wave wall form overall structure by cast-in-place concrete together.Described dykes and dams plate top is the concrete solid slab, and the bottom is permeable frame plate, and the top is reserved with longitudinal reinforcement.Described dykes and dams plate, bridge pier plate and bridge deck are precast plate, and wave wall and bridge floor are cast-in-place reinforced concrete structure.Described dykes and dams plate is met the position on sea can prefabricated bracket, forms horizontal tie-beam.
The utility model has following advantage compared with prior art:
1, being parallel in the seawater in coastline and utilizing permeable anti-tide dike of hydraulic sheeting technology building, all is the concrete dam body of sealing from the dykes and dams top to the seawater subtidal line, can resist the influence of storm surge disaster to the coastal waters water surface and coastal area safely.
2, another characteristics of permeable anti-tide dike be from the seawater subtidal line to all being frame plate the ground, seabed, can keep the proper flow and the exchange of seawater, solved and built dykes and dams at sea and influence contradiction between the marine environment.This dykes and dams are for building efficient culture zone, very advantageous conditions has been created in most effective cage culture in particular for developing the economy, a new road is walked out in the development that is sea fishery when eliminating natural calamity, utilizes investment seldom to get final product so that husky muddy coast and silt coast that China's Coastal Areas is difficult to develop in a large number become the Gold Coast of developing marine economy.
3, the permeable anti-tide dike of building in the shallow water along the coast itself is exactly a high-grade highway, all will bring into play certain effect for the development that improves transportation condition, drive port construction and maritime travel industry.
Four, description of drawings
Fig. 1 is a structural front view of the present utility model
Fig. 2 is a structure schematic top plan view shown in Figure 1
Fig. 3 is a dykes and dams plated construction schematic diagram of the present utility model
Fig. 4 be Fig. 3 shown in the structure schematic top plan view
Fig. 5 is a bridge pier plated construction schematic diagram of the present utility model
Fig. 6 be Fig. 5 shown in structure A-A to schematic diagram
Fig. 7 be Fig. 5 shown in structure B-B to schematic diagram
Five, the specific embodiment
Referring to Fig. 1-Fig. 7, the permeable anti-tide dike of a kind of hydraulic sheeting, comprise bridge pier plate 1 and on the bridge deck 3 installed, meet the dykes and dams plate 2 that insert on the sea, cast-in-place wave wall 5 and bridge floor 4.Insert the bridge pier plate 1 that is interconnected to form bridge pier in the underwater stratum, bridge deck 3 are laid at its top, and the face side that borders on the sea is inserted dykes and dams plate 2, and slip casting is stitched admittedly and formed integral body between bridge pier plate and the dykes and dams plate.
Bridge pier plate 1 is frame plate, flat board or trough slab, its top width will satisfy the needs of putting bridge deck, reserve the reinforcing bar 6 that row's length surpasses bridge deck thickness along center line, the reinforcing bar that this part reinforcing bar and bridge deck are laid, the reinforcing bar binding of prefabricated wave wall make bridge pier plate, bridge deck, dykes and dams plate and wave wall form a concrete overall structure by Cast-in-place concrete together.Dykes and dams plate 2 tops are the concrete solid slab, and the bottom is permeable frame plate, and longitudinal reinforcement 6 is reserved on the top, meet the sea and bear stormy waves and impact maximum position and can form horizontal tie-beam according to the prefabricated bracket of requirement of engineering.Dykes and dams plate, bridge pier plate and bridge deck are prefabricated component, and wave wall and bridge floor are cast-in-place reinforced concrete structure.Bridge pier plate 1 and dykes and dams plate 2 insert under ground portion and must reach enough degree of depth, guarantee that engineering can keep safety and stability under various stormy waves impact.
Claims (5)
1, the permeable anti-tide dike of a kind of hydraulic sheeting, comprise the bridge pier plate and on the bridge deck installed, meet the dykes and dams plate that insert on the sea, cast-in-place wave wall and bridge floor, it is characterized in that being interconnected to form in the described insertion underwater stratum bridge pier plate of bridge pier, its top is installed on bridge deck, and the face side that borders on the sea is inserted the dykes and dams plate, and slip casting is stitched admittedly and formed integral body between bridge pier plate and the dykes and dams plate.
2, the permeable anti-tide dike of hydraulic sheeting according to claim 1, it is characterized in that described bridge pier plate is frame plate, flat board or trough slab, its top center line is reserved with the reinforcing bar that row's length surpasses bridge deck thickness, the reinforcing bar binding of this reinforcing bar and bridge floor reinforcing bar and prefabricated wave wall makes bridge pier plate, bridge deck, bridge floor, dykes and dams plate and wave wall form overall structure by cast-in-place concrete together.
3, the permeable anti-tide dike of hydraulic sheeting according to claim 1 is characterized in that described dykes and dams plate top is the concrete solid slab, and the bottom is permeable frame plate, and the top is reserved with longitudinal reinforcement.
4, the permeable anti-tide dike of hydraulic sheeting according to claim 1 is characterized in that described dykes and dams plate, bridge pier plate and bridge deck are precast plate, and wave wall and bridge floor are cast-in-place reinforced concrete structure.
5, the permeable anti-tide dike of hydraulic sheeting according to claim 1, it is characterized in that described dykes and dams plate is met the position on sea can prefabricated bracket, forms horizontal tie-beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2004200974424U CN2745995Y (en) | 2004-11-05 | 2004-11-05 | Hydraulic spile permeable anti-surge dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2004200974424U CN2745995Y (en) | 2004-11-05 | 2004-11-05 | Hydraulic spile permeable anti-surge dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2745995Y true CN2745995Y (en) | 2005-12-14 |
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ID=35582576
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2004200974424U Expired - Lifetime CN2745995Y (en) | 2004-11-05 | 2004-11-05 | Hydraulic spile permeable anti-surge dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2745995Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276693A (en) * | 2013-06-19 | 2013-09-04 | 秦国新 | Flood protection hurdle easy to build |
| CN110093871A (en) * | 2019-04-18 | 2019-08-06 | 中铁四院集团西南勘察设计有限公司 | The culvert closing-in structure and its construction method of steep slope region are filled out suitable for height |
| CN110593074A (en) * | 2019-10-16 | 2019-12-20 | 何富荣 | Hydraulic flashboard wind wave prevention bridge, construction process and efficient culture area with bridge |
| CN115217070A (en) * | 2021-04-19 | 2022-10-21 | 河南正合建筑科技有限公司 | Embankment reinforced by net formwork member and construction method thereof |
-
2004
- 2004-11-05 CN CNU2004200974424U patent/CN2745995Y/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276693A (en) * | 2013-06-19 | 2013-09-04 | 秦国新 | Flood protection hurdle easy to build |
| CN110093871A (en) * | 2019-04-18 | 2019-08-06 | 中铁四院集团西南勘察设计有限公司 | The culvert closing-in structure and its construction method of steep slope region are filled out suitable for height |
| CN110593074A (en) * | 2019-10-16 | 2019-12-20 | 何富荣 | Hydraulic flashboard wind wave prevention bridge, construction process and efficient culture area with bridge |
| CN115217070A (en) * | 2021-04-19 | 2022-10-21 | 河南正合建筑科技有限公司 | Embankment reinforced by net formwork member and construction method thereof |
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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: 20130111 Owner name: SHANDONG HEHAI HYDRAULIC FLAPPER ENGINEERING CO., Free format text: FORMER OWNER: HE FURONG Effective date: 20130111 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20130111 Address after: 257000 No. 196, Ji'nan Road, Dongying, Shandong Patentee after: SHANDONG HONGXU CONSTRUCTION Co.,Ltd. Address before: 257000 No. 196, Ji'nan Road, Dongying, Shandong Patentee before: Shandong Hehai Hydraulic Flapper Engineering Co.,Ltd. Effective date of registration: 20130111 Address after: 257000 No. 196, Ji'nan Road, Dongying, Shandong Patentee after: SHANDONG HEHAI HYDRAULIC FLAPPER ENGINEERING Co.,Ltd. Address before: 257000 No. 196, Ji'nan Road, Dongying, Shandong Patentee before: He Furong |
|
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20141105 Granted publication date: 20051214 |