CN104846775B - Gate bulwark capable of adjusting water flow - Google Patents

Gate bulwark capable of adjusting water flow Download PDF

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Publication number
CN104846775B
CN104846775B CN201510235398.1A CN201510235398A CN104846775B CN 104846775 B CN104846775 B CN 104846775B CN 201510235398 A CN201510235398 A CN 201510235398A CN 104846775 B CN104846775 B CN 104846775B
Authority
CN
China
Prior art keywords
gate
bulwark
rotary shaft
concrete prefabricated
levee body
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
CN201510235398.1A
Other languages
Chinese (zh)
Other versions
CN104846775A (en
Inventor
成荣鹏
高远
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhoushan Zhihai Technology Development Co Ltd
Original Assignee
Zhoushan Zhihai Technology Development Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Zhoushan Zhihai Technology Development Co Ltd filed Critical Zhoushan Zhihai Technology Development Co Ltd
Priority to CN201610376955.6A priority Critical patent/CN105970885B/en
Priority to CN201510235398.1A priority patent/CN104846775B/en
Publication of CN104846775A publication Critical patent/CN104846775A/en
Application granted granted Critical
Publication of CN104846775B publication Critical patent/CN104846775B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/40Swinging or turning gates
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/04Valves, slides, or the like; Arrangements therefor; Submerged sluice gates

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Revetment (AREA)

Abstract

The invention discloses a gate bulwark capable of adjusting water flow. The gate bulwark capable of adjusting water flow comprises a bulwark structure unit and is characterized in that the bulwark structure unit comprises a bulwark body and a top prefabricated slab arranged above the bulwark body, a turning device is arranged on the top prefabricated slab, two insertion holes I are formed in the top prefabricated slab, a concrete prefabricated slab gate is arranged on the inner side of the bulwark body, a base plate is arranged at the bottom of the bulwark body, and the concrete prefabricated slab gate is connected with the base plate through an auxiliary rotating shaft. The gate bulwark has the advantages of preventing wave and silt. Under the daily sea conditions, a motor is started to turn and open the gate, the gate bulwark serves as a breakwater at the moment and can resist the influence of a part of small waves and meanwhile does not cause severe in-harbor silting. When strong wave comes, the gate can be closed, the gate bulwark serves as a hollow embankment the wave eliminating effect can be effectively played, and the stability of a water area within a harbor is ensured to facilitate normal berthing and operation of ships.

Description

A kind of gate breakwater of scalable current
Technical field
The present invention relates to marine structure, particularly relate to the gate breakwater of a kind of scalable current.
Background technology
Breakwater is the defence wave impact to marine structure, maintains the water surface in basin stable, for vessel berth, Building in the water of the work reasonable water area condition of offer.Breakwater may also function as preventing the effect of Sedimentation.It is artificial The important component part of the coastal port of shielding.
But, the breakwater of conventional version is mainly solid dike, can effectively stop wave to harbour important building Invasion and attack, but because of its around port in the flowing of waters current obstructed, in being easily caused port, alluvial is seriously, and in port, the depth of water shoals, Affect the use at harbour.Can the anti-silting breakwater of anti-ripple be urgent problem therefore it provides a kind of.
Summary of the invention
It is an object of the invention to overcome prior art not enough, it is provided that the gate breakwater of a kind of scalable current.
The problem to be solved in the present invention is: in the port that existing breakwater is surrounded, current flowing in waters is obstructed, easily causes Sediment Siltation in port, in making port, the depth of water shoals, and affects the properly functioning of harbour.
For realizing the purpose of the present invention, the technical solution used in the present invention is:
The gate breakwater of a kind of scalable current, including levee body construction unit, it is characterised in that: levee body construction unit include levee body and It is located at the upper top precoated plate above levee body, upper top precoated plate is provided with tumbler, upper top precoated plate is provided with two jacks One, be provided with concrete prefabricated board gate inside levee body, bottom levee body, be provided with base plate, concrete prefabricated board gate and base plate it Between by auxiliary rotary shaft connect.
Tumbler includes motor and protect-ing frame structure one, and motor one end is connected with power cross box, power cross box with It is connected with rotary shaft two between protect-ing frame structure one, rotary shaft two is provided with gear one.
It is provided with protect-ing frame structure two on the right side of protect-ing frame structure one, protect-ing frame structure two is provided with rotary shaft one, rotary shaft one sets It is equipped with gear two.It is connected with driving chain between gear one and gear two.
Concrete prefabricated board gate middle is provided with rotational axis hole, and concrete prefabricated board gate is with rotational axis hole for center of circle ring Shape is provided with 10 jacks two, and the central angle corresponding to the most adjacent two jacks two is 36 °.
Block by being provided with fixing rod iron between concrete prefabricated board gate and upper top precoated plate.
Concrete prefabricated board gate cross section is parallelogram.
There are a fixed inclination, angular rim and concrete prefabricated board gate side with concrete prefabricated board gate touching position inside levee body Limit is parallel.
The invention have the advantage that the present invention has the advantage that anti-ripple is anti-silting, when daily sea situation, by starting motor, rotation Turning gate makes gate open, and is now equivalent to transmission dike, it is possible to withstand the impact of part moderate seas, does not also result in serious simultaneously Port in deposit;When there being billow, closing gate now can be equivalent to solid dike, can effectively play the effect of the wave that disappears, In guarantee port, waters stablizes, in order to boats and ships can normally berth and operation.
Accompanying drawing explanation
Fig. 1 is the structural representation of the gate breakwater of scalable current of the present invention;
Fig. 2 is the top view of the gate breakwater of scalable current of the present invention;
Fig. 3 is the gate breakwater of scalable current of the present invention structural representation on removing during the precoated plate of top;
Fig. 4 is the structural representation of the gate trunk of breakwater construction unit of scalable current of the present invention;
Fig. 5 be scalable current of the present invention gate breakwater in the front view of tumbler;
Fig. 6 be scalable current of the present invention gate breakwater in the structural representation of tumbler.
In figure: 1, levee body, 2, upper top precoated plate, 3, fixing rod iron, 4, concrete prefabricated board gate, 5, auxiliary Rotary shaft, 6, concrete prefabricated base plate, 7, levee body construction unit, 8, rotational axis hole, 9, card jack one, 10, card Jack two, 100, tumbler, 101, motor, 102, protect-ing frame structure one, 103, driving chain, 104, power conversion Case, 105, rotary shaft one, 106, gear one, 107, gear two, 108, rotary shaft two, 109, protect-ing frame structure two.
Detailed description of the invention
Below in conjunction with the accompanying drawings and embodiment the present invention is further illustrated.
Embodiment 1
Please refer to Fig. 1 by emphasis, the gate breakwater of the present invention a kind of scalable current, including levee body construction unit 7, levee body structure list Unit 7 includes levee body 1 and is located at the upper top precoated plate 2 above levee body 1, and upper top precoated plate 2 is provided with tumbler 100, It is provided with two jacks 1 on upper top precoated plate 2, is provided with concrete prefabricated board gate 4 inside levee body 1, bottom levee body 1 It is provided with base plate 6, is connected by auxiliary rotary shaft 5 between concrete prefabricated board gate 4 with base plate 6.
Tumbler 100 includes that motor 101 and protect-ing frame structure 1, motor 101 one end are connected with power cross box 104, it is connected with rotary shaft 2 108 between power cross box 104 and protect-ing frame structure 1, rotary shaft 2 108 sets It is equipped with gear 1.
It is provided with protect-ing frame structure 2 109 on the right side of protect-ing frame structure 1, protect-ing frame structure 2 109 is provided with rotary shaft one 105, rotary shaft 1 is provided with gear 2 107.It is connected with driving-chain between gear 1 and gear 2 107 Bar 103.
Concrete prefabricated board gate 4 middle is provided with rotational axis hole 8, and concrete prefabricated board gate 4 with rotational axis hole 8 is Center of circle annular is provided with 10 jacks 2 10, and the central angle corresponding to the most adjacent two jacks 2 10 is 36 °.
Block by being provided with fixing rod iron 3 between concrete prefabricated board gate 4 and upper top precoated plate 2.
Concrete prefabricated board gate 4 cross section is parallelogram.
There are a fixed inclination, angular rim and concrete prefabricated board lock with concrete prefabricated board gate 4 touching position inside levee body 1 Door 4 sides are parallel.
When in moderate seas situation, staff starts motor 101, makes rotary shaft 2 108 turns by power cross box 104 Dynamic, rotary shaft 2 108 driven gear 1 rotates, and gear 1 makes gear 2 107 rotate by driving chain 103, Gear 2 107 drives rotary shaft 1 to rotate so that concrete prefabricated board gate 4 rotates clockwise, corner with 0 °~ It is advisable for 90 °.When making concrete prefabricated board gate 4 forward respective angles to by startup motor 101, insert with fixing rod iron 3 In jack 1 and jack 2 10, concrete prefabricated board gate 4 is made to fix.Workmen should select mixed according to sea situation on the spot Solidifying soil precoated plate gate 4 opening angle, controls the flow velocity of current, and in making port, waters is stable, it is possible to provide reasonable to boats and ships Working condition.Breakwater now, is equivalent to transmission dike, can stop rips, and current flowing is unobstructed, alleviates silt in port Alluvial, less to environmental effect in port.
When in billow sea situation, staff starts motor 101, makes concrete prefabricated board gate 4 rotate counterclockwise, gate Closing, now, be equivalent to solid dike, breakwater can withstand the invasion and attack of billow, alleviates wave to hydraulic structure in port Destroy, make the water surface in port steady, beneficially the navigation of boats and ships and work.
In a word, the foregoing is only presently preferred embodiments of the present invention, all impartial changes made according to scope of the present invention patent Change and modify, all should belong to the covering scope of patent of the present invention.

Claims (1)

1. a gate breakwater for scalable current, including levee body construction unit (7), it is characterised in that: levee body construction unit (7) include levee body (1) and be located at upper top precoated plate (2) of levee body (1) top, upper top precoated plate (2) being provided with and turns Dynamic device (100), upper top precoated plate (2) is provided with two jacks one (9), and it is pre-that levee body (1) inner side is provided with concrete Making sheet gate (4), levee body (1) bottom is provided with base plate (6), between concrete prefabricated board gate (4) and base plate (6) Connected by auxiliary rotary shaft (5);
Described tumbler (100) includes motor (101) and protect-ing frame structure one (102), and motor (101) one end is connected with Power cross box (104), is connected with rotary shaft two between power cross box (104) and protect-ing frame structure one (102) (108), rotary shaft two (108) is provided with gear one (106);
Described protect-ing frame structure one (102) right side is provided with protect-ing frame structure two (109), and protect-ing frame structure two (109) is provided with rotary shaft One (105), rotary shaft one (105) is provided with gear two (107), between gear one (106) and gear two (107) It is connected with driving chain (103);
Described concrete prefabricated board gate (4) middle is provided with rotational axis hole (8), and concrete prefabricated board gate (4) is with rotary shaft Hole (8) is that center of circle annular is provided with 10 jacks two (10), and the central angle corresponding to the most adjacent two jacks two (10) is equal It it is 36 °.
CN201510235398.1A 2015-05-11 2015-05-11 Gate bulwark capable of adjusting water flow Expired - Fee Related CN104846775B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201610376955.6A CN105970885B (en) 2015-05-11 2015-05-11 A kind of gate breakwater of adjustable current
CN201510235398.1A CN104846775B (en) 2015-05-11 2015-05-11 Gate bulwark capable of adjusting water flow

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510235398.1A CN104846775B (en) 2015-05-11 2015-05-11 Gate bulwark capable of adjusting water flow

Related Child Applications (1)

Application Number Title Priority Date Filing Date
CN201610376955.6A Division CN105970885B (en) 2015-05-11 2015-05-11 A kind of gate breakwater of adjustable current

Publications (2)

Publication Number Publication Date
CN104846775A CN104846775A (en) 2015-08-19
CN104846775B true CN104846775B (en) 2017-01-11

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CN201610376955.6A Active CN105970885B (en) 2015-05-11 2015-05-11 A kind of gate breakwater of adjustable current

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106351171B (en) * 2016-08-05 2018-04-20 钦州学院 Transmission arranges silt breakwater
CN106525322A (en) * 2016-12-01 2017-03-22 浙江海洋大学 Reservoir dam pressure monitoring device and monitoring method thereof
CN111691363A (en) * 2020-07-06 2020-09-22 广东省海洋地质调查院 Breakwater capable of carrying out sufficient water body exchange with open sea and wave-absorbing method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2458340Y (en) * 1999-12-11 2001-11-07 刘刊 Rotary plastic flat gate
KR20060084967A (en) * 2005-01-21 2006-07-26 박장서 A power transmission device using gear train with composition of optimum gear ratio
CN201054894Y (en) * 2007-03-28 2008-05-07 刘宝月 Power cross box matched with crop thresher
CN102352613A (en) * 2011-08-17 2012-02-15 国家海洋局第二海洋研究所 Gate type seawall
JP2013221352A (en) * 2012-04-18 2013-10-28 Toyo Constr Co Ltd Tsunami countermeasure
CN104005365A (en) * 2014-04-30 2014-08-27 浙江海洋学院 Gate type breakwater with adjustable angle
CN204626331U (en) * 2015-05-11 2015-09-09 舟山市智海技术开发有限公司 A kind of gate mole of adjustable current

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20110096948A (en) * 2010-02-24 2011-08-31 오재욱 Mitre gate

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2458340Y (en) * 1999-12-11 2001-11-07 刘刊 Rotary plastic flat gate
KR20060084967A (en) * 2005-01-21 2006-07-26 박장서 A power transmission device using gear train with composition of optimum gear ratio
CN201054894Y (en) * 2007-03-28 2008-05-07 刘宝月 Power cross box matched with crop thresher
CN102352613A (en) * 2011-08-17 2012-02-15 国家海洋局第二海洋研究所 Gate type seawall
JP2013221352A (en) * 2012-04-18 2013-10-28 Toyo Constr Co Ltd Tsunami countermeasure
CN104005365A (en) * 2014-04-30 2014-08-27 浙江海洋学院 Gate type breakwater with adjustable angle
CN204626331U (en) * 2015-05-11 2015-09-09 舟山市智海技术开发有限公司 A kind of gate mole of adjustable current

Also Published As

Publication number Publication date
CN104846775A (en) 2015-08-19
CN105970885B (en) 2018-03-23
CN105970885A (en) 2016-09-28

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Granted publication date: 20170111

Termination date: 20180511