CN205894017U - Block automation of tide with tide and block sea wall - Google Patents

Block automation of tide with tide and block sea wall Download PDF

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Publication number
CN205894017U
CN205894017U CN201620765935.3U CN201620765935U CN205894017U CN 205894017 U CN205894017 U CN 205894017U CN 201620765935 U CN201620765935 U CN 201620765935U CN 205894017 U CN205894017 U CN 205894017U
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CN
China
Prior art keywords
tide
sea
block
wall plate
polylith
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
Application number
CN201620765935.3U
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Chinese (zh)
Inventor
白景魁
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Individual
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Individual
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Publication date
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Priority to CN201620765935.3U priority Critical patent/CN205894017U/en
Application granted granted Critical
Publication of CN205894017U publication Critical patent/CN205894017U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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Abstract

The utility model relates to a block automation of tide with tide and block sea wall, the category activity is blocked the sea wall and is built technical field. The technical problem that will solve is that impact force, pressure and the buoyancy of utilization rising tide water become to block the sea wall body with automatic equipment of dam wall board. For solving such technical problem, the utility model discloses a be provided with spacing mound and sludge discharging groove's dam foundation on the seashore limit, constitute through dam wall board hinged joint polylith fixedly connected with flotation pontoon, that connect with flexible construction. These dam wall boards are exactly the road when the sea water ebbs tide, and the sea level risees when the sea water rising tide, and can carry on the instant automatic sea wall that blocks that becomes to be difficult for to ooze water leakage water of assembling of the flow of water as usual and personally experience sth. Part of the body, in brief, be exactly tidal bulge dyke height, the ebb dyke is latent.

Description

A kind of with tide block tide automatically block sea wall
(1) technical field
This utility model be related to a kind of with tide block tide automatically block sea wall, sea wall building technology field is blocked in genus activity.
(2) background technology
The tidal phenomena in sea goes up on sea level at the incoming tide, and sea water invades the large-area seabeach of leaching, in order to using these seas Beach and the sea wall that blocks built is coastal water retaining structure, multiplex soil stone etc. builds up, gigantic project, the highest of the remaining property rate of exchange at present Hydraulic engineering form.The auxiliary facility that some block sea wall mouth, such as monoblock type hinge movable dam, gate type hydraulic occur in recent years Gate, the technology of board turnover movable dam, though these prior arts assume the mechanization trend of dyke, still suffer from taking up an area many, dam Body is above ground level, and engineering is equally great, needs to configure substantial amounts of hydraulic pressure facility, and power consumption is big, the drawback such as construction cost is high.These Dykes and dams also take up a large amount of soils, need to use the substantial amounts of cubic metre of earth and stone, with being unfavorable for the farmland protection with environment, impact city and surrounding The water-gas circulation balance of environment, affects the places of cultural interest, weakens the comprehensive function in city.
(3) content of the invention
This utility model be related to a kind of with tide block tide automatically block sea wall, technical problem to be solved is, using sea water The impulsive force of flood tide, pressure and buoyancy, embankment wall plate is assembled into levee body automatically.For solving these technical problems, this utility model Adopt the following technical scheme that:
Described in the utility model automatically block sea wall with what tide blocked tide, be setting limited location pier and mud drainage slot by the sea Levee foundation, connects, by articulate, the embankment wall plate that polylith is fixedly connected with floating drum, embankment wall plate can be on levee foundation in the range of 90 ° Rotate, connected with flexible structure between polylith embankment wall plate, the junction outside hinge, between polylith embankment wall plate is provided with waterproof Organic flexible material and constitute.
Extra large side is leaned in the upper end that floating drum described in the utility model is fixedly connected on embankment wall plate, and floating drum is produced in the seawater Raw buoyancy, the weight of the embankment wall plate being fixedly connected more than floating drum more than half.
The organic flexible material that between hinge described in the utility model, polylith embankment wall plate, junction is provided with waterproof is rubber Glue composite members;The flexible structure passed through between described polylith embankment wall plate is connected as joinery and its construction and connects, and leaves relatively between Tenon Big space, makes to be in the connection necessarily loosening between adjacent two block embankment wall plate;Described embankment wall plate upper end is additionally provided with Safe barrier.
See that the beneficial effects of the utility model are against existing technologies:
This utility model be related to a kind of with tide block tide automatically block sea wall, in ocean, polylith embankment wall plate is for city at ebb tide The footpath of safety or non-maneuver bus or train route, in sea, the movable river levee blocking tide dug into automatically by polylith embankment wall plate at the incoming tide, Tidal bulge dike is high, and ebb dike is hidden, and Cheng Lucheng dike, by tide daily fluctuation self-fulfillment, is that tide dike work is blocked in the environmental protection do not consumed energy Journey;
Of the present utility model automatically block the limited sedimentation that sea wall produces to levee foundation and deform insensitive, have certain antiseismic Ability, is difficult leak of seeping water, and the sea wall structure that automatically blocks of the present utility model is simple, and construction construction cost is low, safeguards easily Low cost;
The mud that after the ebb of sea, the embankment wall plate that falls can automatically on venting levee foundation, makes embankment wall plate marshalling smooth.
(4) brief description
Fig. 1 is a kind of structure schematic front view automatically blocking sea wall blocking tide with tide
Fig. 2 is a kind of structure schematic top plan view automatically blocking sea wall blocking tide with tide
(5) specific embodiment
Below in conjunction with accompanying drawing a kind of to this utility model with tide block tide automatically block the principle of sea wall and feature is described, Example is served only for explaining this utility model, is not intended to limit scope of the present utility model.
In Fig. 1 and Fig. 2, described in the utility model automatically block sea wall with what tide blocked tide, be to be provided with steel by the sea The spacing pier (4) that reinforced concrete is made and the levee foundation (1) of mud drainage slot (9), are flexibly connected polylith by hinge (5) and are fixedly connected with The embankment wall plate (2) of floating drum (3), embankment wall plate (2) can rotate on levee foundation (1) in the range of 90 °, between polylith embankment wall plate (2) Connected with flexible structure, the junction outside hinge (5), between polylith embankment wall plate (2) is provided with the organic flexible material of waterproof Expect that (6) are constituted.
River course side is leaned in the upper end that floating drum (3) described in the utility model is fixedly connected on embankment wall plate (2), and floating drum (3) exists Produced buoyancy in sea water, the weight of the embankment wall plate (2) being fixedly connected more than floating drum (3) more than half.
Between hinge (5) described in the utility model, polylith embankment wall plate (2), junction is provided with the organic flexible material of waterproof Material (6) is rubber composite;The flexible structure passed through between described polylith embankment wall plate (2) is connected as joinery and its construction (7) and connects, Leave larger space between Tenon, make between adjacent two block embankment wall plate (2), to be in the connection necessarily loosening;Described dike Wallboard (2) upper end is additionally provided with safe barrier (8).
A kind of sea wall that automatically blocks blocking tide with tide of the present utility model is built by the sea, is typically chosen waterline on the ebb Lower construction levee foundation, the waterline referring again to flood tide designs the height of embankment wall plate and the other specification automatically blocking sea wall, may be with minimum The sea wall that blocks built of cost play maximum moisture effect.Daily tidewater fluctuation, blocks sea wall automatically as a giant dragon seething Automatic protection seashore and is not subject to flood or infringement, and this also will become a natural landscape artificial greatly.
The foregoing is only a kind of preferred embodiments automatically blocking sea wall blocking tide with tide of this utility model, not in order to limit This utility model, all of the present utility model spirit and principle within, any modification, equivalent substitution and improvement made etc., all should It is included within protection domain of the present utility model.

Claims (3)

1. a kind of automatically block sea wall with what tide blocked tide, it is characterized in that, described automatically block sea wall with what tide blocked tide, be by the sea Setting limited location pier and the levee foundation of mud drainage slot, connect the embankment wall plate that polylith is fixedly connected with floating drum, embankment wall plate by articulate Can rotate in the range of 90 ° on levee foundation, be connected with flexible structure between polylith embankment wall plate, outside hinge, polylith embankment wall Junction between plate is provided with the organic flexible material of waterproof and constitutes.
2. according to claim 1 a kind of with tide block tide automatically block sea wall, it is characterized in that, described floating drum is fixedly connected Lean on the side in sea, floating drum produced buoyancy in the seawater, the embankment wall plate being fixedly connected more than floating drum in the upper end of embankment wall plate Weight more than half.
3. according to claim 1 a kind of automatically block sea wall with what tide blocked tide, it is characterized in that, described hinge, polylith dike The organic flexible material that between wallboard, junction is provided with waterproof is rubber composite;Pass through between described polylith embankment wall plate Flexible structure is connected as joinery and its construction and connects, and leaves larger space, make to be between adjacent two block embankment wall plate between Tenon There is the connection necessarily loosening;Described embankment wall plate upper end is additionally provided with safe barrier.
CN201620765935.3U 2016-07-17 2016-07-17 Block automation of tide with tide and block sea wall Expired - Fee Related CN205894017U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620765935.3U CN205894017U (en) 2016-07-17 2016-07-17 Block automation of tide with tide and block sea wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620765935.3U CN205894017U (en) 2016-07-17 2016-07-17 Block automation of tide with tide and block sea wall

Publications (1)

Publication Number Publication Date
CN205894017U true CN205894017U (en) 2017-01-18

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620765935.3U Expired - Fee Related CN205894017U (en) 2016-07-17 2016-07-17 Block automation of tide with tide and block sea wall

Country Status (1)

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CN (1) CN205894017U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106012967A (en) * 2016-07-17 2016-10-12 白景魁 Automatic sea blocking dyke blocking tides with tides

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106012967A (en) * 2016-07-17 2016-10-12 白景魁 Automatic sea blocking dyke blocking tides with tides

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170118

Termination date: 20180717