CN104514214A - Movable emergency flood bank - Google Patents

Movable emergency flood bank Download PDF

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Publication number
CN104514214A
CN104514214A CN201410791449.4A CN201410791449A CN104514214A CN 104514214 A CN104514214 A CN 104514214A CN 201410791449 A CN201410791449 A CN 201410791449A CN 104514214 A CN104514214 A CN 104514214A
Authority
CN
China
Prior art keywords
gate flap
flood
support bar
bearing
gate
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.)
Pending
Application number
CN201410791449.4A
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Chinese (zh)
Inventor
张晓敏
张晓峰
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.)
ZHEJIANG QUZHOU HEKOU GATE CO Ltd
Original Assignee
ZHEJIANG QUZHOU HEKOU GATE 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 ZHEJIANG QUZHOU HEKOU GATE CO Ltd filed Critical ZHEJIANG QUZHOU HEKOU GATE CO Ltd
Priority to CN201410791449.4A priority Critical patent/CN104514214A/en
Publication of CN104514214A publication Critical patent/CN104514214A/en
Pending legal-status Critical Current

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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
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/54Sealings for gates

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Barrages (AREA)

Abstract

The invention discloses a movable emergency flood bank. The movable emergency flood bank comprises a flood bank, wherein the flood bank is provided with a series of gate leaves; supporting piers are arranged on the flood bank and supports are arranged on the supporting pier; one end of each support is movably connected with a gate leaf support through a support shaft; the gate leaf supports are fixedly mounted at the lower parts of downstream faces of the gate leaves; the other end of each support is movably connected with one end of a supporting rod by a supporting shaft lower rod; the supporting seats are mounted at the upper parts of the downstream faces of the gate leaves; the other ends of the supporting rods are movably connected with the supporting seats by supporting rod upper shafts; lifting ring seats are arranged at the upper ends of the gate leaves; lifting rings are arranged on the lifting ring seats. By the aid of the movable emergency flood bank, the lifting rings can be lifted by the flood bank under the rotation of the gate leaves; after the gate leaves are rotated to the vertical position and are fixed, the fixed gate leaves can express a flood prevention function; the gate leaves are rotated to the horizontal position by lifting the lifting rings after the blood; the gate leaves have the function of being used as a road of the flood bank and mechanical faults caused by a complicated machine are avoided; the two functions can be conveniently and rapidly converted, the structure is simple, the appearance is beautiful and the cost is less.

Description

A kind of movable emergent flood wall
Technical field
The present invention relates to flood-proof technology field, particularly relate to a kind of movable emergent flood wall.
Background technology
Known flood wall refers to the dykes and dams in order to prevent flooding from building; personal safety and the property safety of riverbank resident are lived in protection; flood wall just occurs before the centuries, and common flood wall is piled by earth, stone is built into or steel concrete is built and formed.But, due to the restriction of geographical conditions, the height of flood wall is usually difficult to the height of water level reaching extraodinary flood, and the landscape of two sides, river during the excessive height of flood control dam, can be affected, also viewing and admiring of people is unfavorable for, therefore when running into extraodinary flood, need the emergent flood wall of interim build, a large amount of earth and stone is needed when building emergent flood wall, need a large amount of human and material resources of expending and financial resources thus, must to move again after flood these earth and stone, but also a large amount of financial resources must be spent to go landscape restoration.
Summary of the invention
The object of the invention is to overcome the deficiencies in the prior art, and provide a kind of flood wall that can be movable, convenient people use, and are also convenient to install and activity simple to operation is met an urgent need flood wall.
To achieve these goals, the technical scheme that the present invention intends adopting is:
A kind of movable emergent flood wall, comprises flood wall, flood wall is provided with a series of gate flap, flood wall is divided into interior flood dam and outer flood dam, the height of outer flood dam, lower than the height of interior flood dam, outer flood dam is installed with buttress, buttress is provided with bearing; One end of bearing is flexibly connected with gate flap bearing by bearing axle, bearing is flexibly connected by bearing axle with gate flap bearing, thus make gate flap can realize rotating, gate flap can be erected on flood wall, thus play effective flood control function, gate flap horizontal positioned and flood wall can be made after flood jointly to form flood wall road, avoid the mechanical breakdown that complicated machinery may bring, two kinds of functions conveniently can complete conversion, and gate flap bearing is fixedly mounted on the back side bottom of gate flap; The other end of bearing is flexibly connected with support bar one end by support bar lower shaft, and supporting seat is fixedly mounted on the top of gate flap back side, and the other end of support bar is movably attached on supporting seat by axle on support bar; Gate flap upper end is also provided with rings seat, and rings seat is provided with suspension ring.The present invention is when needs flood control dash, and first lift suspension ring and make gate flap rotate to erection position, then rotary support bar is to suitable position, then inserts axle on support bar, and gate flap is fixed on dash position and plays effective flood control function; After flood, first lift suspension ring, then extract axle on support bar out, then rotary support bar, gate flap is made to rotate to horizontal level, namely gate flap can be used as the function path of flood wall, and its structure is simple, reliable, good looking appearance, construction cost is low, maintenance cost is few, avoids the mechanical breakdown that complicated machinery may bring, and two kinds of functions conveniently can complete conversion.
The two sides of described gate flap and bottom surface are equipped with P type watertight rubber, P type watertight rubber watertight rubber pressing plate compresses, watertight rubber pressing plate and P type watertight rubber respectively with two sides and the underrun watertight rubber hold-down bolt fixing and locking of gate flap, the P type watertight rubber of concrete gate flap and dual-side and watertight rubber pressing plate are by side watertight rubber hold-down bolt fixing and locking, described side watertight rubber hold-down bolt spacing is evenly distributed on the two sides of gate flap, and bottom waterstop rubber hold-down bolt fixing and locking bottom gate flap, is passed through with P type watertight rubber and watertight rubber pressing plate, described bottom waterstop rubber hold-down bolt spacing is evenly distributed in the bottom of gate flap, when gate flap is erected on flood wall, the P type watertight rubber of gate flap both sides is extruded mutually deform, be exactly specifically that the P type watertight rubber of a gate flap side and the P type watertight rubber of another adjacent gate flap side are adjacent to, realize side seal sealing, P type watertight rubber simultaneously bottom gate flap is adjacent to flood wall, realize sealed bottom sealing.
Described buttress is positioned at the position, back side dead astern below gate flap, thus makes the stressed comparatively even of gate flap, is convenient to the adjustment to gate flap.
Described bearing is fixedly connected with by basic set bolt with buttress, bearing and buttress is fixed together by basic set bolt, more simple and convenient when making to mount and dismount.
On described support bar, the front portion of axle can be conehead shape, be convenient to axle on support bar insert from supporting seat and support bar and take out, on support bar, support bar and supporting seat mainly couple together by axle on the one hand, distance on support bar between axle with support bar lower shaft is just in time consistent with the connecting length of support bar, be convenient to support bar gate flap is propped up and is in upright state, gate flap is made to play flooding action, the gate flap of setting can be gone to horizontal level on the other hand, thus form the road of flood wall together with flood wall.
Beneficial effect of the present invention: this technology by being flexibly connected respectively by gate flap bearing and support bar between gate flap and the bearing on flood wall, on the one hand flood period gate flap can go to upright state, at this moment gate flap can be used as the function of flood control and safety barrier, easily gate flap can be rotated most horizontal level on the other hand after flood, thus make gate flap form the road of flood wall together with flood wall, diverse in function, practicality is stronger, the present invention makes gate flap can carry out rotation on bearing by gate flap bearing and support bar and realizes flood control function and function path, do not affect environment, mechanical fault, simple to operate, once drop into and enable at any time, avoid the repeated construction of temporary flood protection dike, decrease the input of man power and material, easily gate flap can be turned to horizontal level when this technology is after flood, profile is more attractive in appearance, because rings seat is provided with suspension ring, as long as people are by lift suspension ring, rotate gate flap to being erected on flood wall, the one end making support bar forward support bar to is connected with supporting seat, by inserting axle on support bar, support bar is fixedly connected with supporting seat, support bar plays the effect supporting gate flap, namely now gate flap plays flooding action, after flood, axle on support bar takes out by lift suspension ring from support bar and supporting seat, support bar is made to rotate another location, then gate flap is rotated to horizontal level, now namely gate flap can be used as flood wall road, simple to operation, connect reliable, mechanical fault, avoid immeasurable loss occurs.
Accompanying drawing explanation
Fig. 1 is upright state schematic diagram of the present invention;
Fig. 2 is level schematic diagram of the present invention;
Fig. 3 is schematic top plan view of the present invention.
The implication of number in the figure is: 1, flood wall; 2, gate flap; 3, buttress; 4, bearing; 5, gate flap bearing; 6, P type watertight rubber; 7, watertight rubber pressing plate; 8, side watertight rubber hold-down bolt; 9, support bar; 10, basic set bolt; 21, supporting seat; 22, rings seat; 23, suspension ring; 41, bearing axle; 91, support bar lower shaft; 92, axle on support bar; 100, abutment wall; 200, bottom waterstop rubber hold-down bolt.
Detailed description of the invention
Composition graphs 1, Fig. 2, Fig. 3 make further detailed description:
A kind of movable emergent flood wall, comprise flood wall 1, on flood wall, 1 is provided with a series of gate flap 2, flood wall 1 is divided into interior flood dam and outer flood dam, the height of outer flood dam, lower than the height of interior flood dam, outer flood dam is installed with buttress 3, buttress 3 is provided with bearing 4, one end of bearing 4 is flexibly connected with gate flap bearing 5 by bearing axle 41, bearing 4 is flexibly connected by bearing axle 41 with gate flap bearing 5, thus make gate flap 2 can realize rotating, make gate flap 2 can be erected on flood wall 1, thus play effective flood control function, gate flap 2 horizontal positioned and flood wall 1 can be made after flood jointly to form flood wall road, avoid the mechanical breakdown that complicated machinery may bring, two kinds of functions conveniently can complete conversion, and gate flap bearing 5 is fixedly mounted on the back side bottom of gate flap 2, the other end of bearing 4 is flexibly connected with support bar 9 one end by support bar lower shaft 91, and supporting seat 21 is fixedly mounted on the top of gate flap 2 back side, and the other end of support bar 9 is movably attached on supporting seat 21 by axle on support bar 92, gate flap 2 upper end is also provided with rings seat 22, rings seat 22 is provided with suspension ring 23, the two sides of described gate flap 2 and bottom surface are equipped with P type watertight rubber 6, P type watertight rubber 6 compresses with watertight rubber pressing plate 7, watertight rubber pressing plate 7 and P type watertight rubber 6 respectively with two sides and the underrun watertight rubber hold-down bolt fixing and locking of gate flap 2, the P type watertight rubber 6 of concrete gate flap 2 and dual-side and watertight rubber pressing plate 7 are by side watertight rubber hold-down bolt 8 fixing and locking, described side watertight rubber hold-down bolt 8 spacing is evenly distributed on the two sides of gate flap 2, and bottom waterstop rubber hold-down bolt 200 fixing and locking bottom gate flap 2, is passed through with P type watertight rubber 6 and watertight rubber pressing plate 7, described bottom waterstop rubber hold-down bolt 200 spacing is evenly distributed in the bottom of gate flap 2, when gate flap 2 is erected on flood wall 1, the P type watertight rubber 6 of gate flap 2 both sides is extruded mutually deform, the P type watertight rubber 6 being exactly specifically gate flap 2 side is adjacent to the P type watertight rubber 6 of another adjacent gate flap 2 side, realize side seal sealing, P type watertight rubber 6 simultaneously bottom gate flap 2 is adjacent to flood wall 1, realize sealed bottom sealing, described buttress 3 is positioned at the position, back side dead astern below gate flap 2, thus make the stressed more even of gate flap 2, be convenient to the adjustment to gate flap 2, described bearing 4 is fixedly connected with by basic set bolt 10 with buttress 3, by basic set bolt 10, bearing 4 and buttress 3 are fixed together, more simple and convenient when making to mount and dismount, on described support bar, the front portion of axle 92 can be conehead shape, be convenient to axle 92 on support bar insert from supporting seat 21 and support bar 9 and take out, on support bar, support bar 9 and supporting seat 21 mainly couple together by axle 92 on the one hand, distance on support bar between axle 92 with support bar lower shaft 91 is just in time consistent with the connecting length of support bar 9, be convenient to support bar 9 gate flap 2 is propped up and is in upright state, make gate flap 2 flooding actions, the gate flap 2 of setting can be gone to horizontal level on the other hand, thus the road of flood wall is formed together with flood wall 1.The present invention is when needs flood control dash, and first lift suspension ring 23 and make gate flap 2 rotate to erection position, then rotary support bar 9 is to suitable position, then inserts axle 92 on support bar, and gate flap 2 is fixed on dash position and plays effective flood control function; After flood, first lift suspension ring 23, then extract axle 92 on support bar out, then rotary support bar 9, gate flap 2 is made to rotate to horizontal level, namely gate flap 2 can be used as the function path of flood wall, and its structure is simple, reliable, good looking appearance, construction cost is low, maintenance cost is few, avoids the mechanical breakdown that complicated machinery may bring, and two kinds of functions conveniently can complete conversion.
The present invention on flood wall by a series of gate flap 2 contacted side by side to form flood control dam, and the gate flap 2 of two ends wherein may with abutment wall 100 phase close contact, namely the P type watertight rubber 6 of side is adjacent to abutment wall 100, thus can go down from seepage between gate flap 2 and wall limit 100 by anti-sealing, abutment wall 100 is used for forming flood control dam when gate flap 2 upright state, when after flood, first suspension ring are lifted with crane gear, taken off by axle 92 on the artificial support bar that support bar 9 is connected with supporting seat 21, support bar 9 one end is flexibly connected with the supporting seat 21 on gate flap 2 and is separated, then gate flap 2 is slowly made to rotate to flood wall 1 side, support bar 9 is just in time dropped between bearing 4 and flood wall 1, gate flap 2 just in time drops on flood wall 1 and is the level of state, thus the road formed together with flood wall 1 on flood wall 1, greatly widen the width of road on flood wall 1, horizontal gate flap 2 can be hooked suspension ring 23 and oppositely pull-up by the crane gear that outside artificial operates in flood period, when gate flap 2 rotates and reaches correct position, insert axle 92 on support bar, thus make the supporting seat 21 on support bar 9 one end and gate flap 2 become active connection state from the state of being separated, manually support bar 9 is fixedly connected with by axle on support bar 92 with supporting seat 21, make support bar 9 can play the effect of support to gate flap 2, and the P type watertight rubber 6 of each gate flap 2 side is adjacent to mutually, P type watertight rubber 6 bottom gate flap 2 is adjacent to flood wall 1, thus can hermetic seal be realized, play the effect of flood control.By carrying out manual operation with external equipment, gate flap 2 is rotated, avoid gate flap 2 hydraulic pressure or electronic or electrically carry out automatically movable mobile, with hydraulic pressure or electronic or electrically carry out automatically movable mobile once there occurs fault, when not reaching closedown in time in flood period, immeasurable loss will be caused, and well solve this problem by the words of manually carrying out operating.
Beneficial effect of the present invention: this technology by being flexibly connected respectively by gate flap bearing and support bar between gate flap and the bearing on flood wall, on the one hand flood period gate flap can go to upright state, at this moment gate flap can be used as the function of flood control and safety barrier, easily gate flap can be rotated most horizontal level on the other hand after flood, thus make gate flap form the road of flood wall together with flood wall, diverse in function, practicality is stronger, the present invention makes gate flap can carry out rotation on bearing by gate flap bearing and support bar and realizes flood control function and function path, do not affect environment, mechanical fault, simple to operate, once drop into and enable at any time, avoid the repeated construction of temporary flood protection dike, decrease the input of man power and material, easily gate flap can be turned to horizontal level when this technology is after flood, profile is more attractive in appearance, because rings seat is provided with suspension ring, as long as people are by lift suspension ring, rotate gate flap to being erected on flood wall, the one end making support bar forward support bar to is connected with supporting seat, by inserting axle on support bar, support bar is fixedly connected with supporting seat, support bar plays the effect supporting gate flap, namely now gate flap plays flooding action, after flood, axle on support bar takes out by lift suspension ring from support bar and supporting seat, support bar is made to rotate another location, then gate flap is rotated to horizontal level, now namely gate flap can be used as flood wall road, simple to operation, connect reliable, mechanical fault, avoid immeasurable loss occurs.

Claims (5)

1. activity is met an urgent need a flood wall, comprises flood wall, flood wall is provided with a series of gate flap, flood wall is installed with buttress, buttress is provided with bearing; One end of bearing is flexibly connected with gate flap bearing by bearing axle, and gate flap bearing is fixedly mounted on the back side bottom of gate flap; The other end of bearing is flexibly connected with support bar one end by support bar lower shaft, and supporting seat is fixedly mounted on the top of gate flap back side, and the other end of support bar is movably attached on supporting seat by axle on support bar; Gate flap upper end is also provided with rings seat, and rings seat is provided with suspension ring.
2. a kind of movable emergent flood wall as claimed in claim 1, it is characterized in that, the two sides of described gate flap and bottom surface are equipped with P type watertight rubber, P type watertight rubber watertight rubber pressing plate compresses, watertight rubber pressing plate and P type watertight rubber respectively with two sides and the underrun watertight rubber hold-down bolt fixing and locking of gate flap.
3. a kind of movable emergent flood wall as claimed in claim 1, it is characterized in that, described buttress is positioned at the position, back side dead astern below gate flap.
4. a kind of movable emergent flood wall as claimed in claim 1, it is characterized in that, described bearing is fixedly connected with by basic set bolt with buttress.
5. a kind of movable emergent flood wall as claimed in claim 1, it is characterized in that, on described support bar, the front portion of axle is conehead shape.
CN201410791449.4A 2014-12-19 2014-12-19 Movable emergency flood bank Pending CN104514214A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410791449.4A CN104514214A (en) 2014-12-19 2014-12-19 Movable emergency flood bank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410791449.4A CN104514214A (en) 2014-12-19 2014-12-19 Movable emergency flood bank

Publications (1)

Publication Number Publication Date
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105317018A (en) * 2015-06-18 2016-02-10 贵州省水利水电勘测设计研究院 Construction method and structure of landscape type wave wall
CN106758764A (en) * 2016-11-28 2017-05-31 中冶建筑研究总院有限公司 A kind of current structure waterborne
CN110144859A (en) * 2018-02-10 2019-08-20 扬州市慧宇科技有限公司 A kind of steel dam anchor gate with long service life based on Internet of Things
CN112482303A (en) * 2018-11-30 2021-03-12 吴增文 Hydraulic engineering flood bank

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007239234A (en) * 2006-03-07 2007-09-20 Kajima Corp Tidal wave countermeasure structure
CN102051870A (en) * 2009-11-06 2011-05-11 河北农业大学 Flexible interlink steel gate and supporting opening and closing device thereof
CN201990991U (en) * 2011-03-28 2011-09-28 上海华滋奔腾防汛设备制造有限公司 Earth overturning type movable flood prevention gate
CN103255746A (en) * 2013-05-20 2013-08-21 张坚 Energy-saving river fender water storage flood discharge dam
CN103938588A (en) * 2014-04-15 2014-07-23 程斌 Movable and foldable water stopping device
CN204343263U (en) * 2014-12-19 2015-05-20 浙江衢州河口闸门有限公司 A kind of movable emergent flood wall

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007239234A (en) * 2006-03-07 2007-09-20 Kajima Corp Tidal wave countermeasure structure
CN102051870A (en) * 2009-11-06 2011-05-11 河北农业大学 Flexible interlink steel gate and supporting opening and closing device thereof
CN201990991U (en) * 2011-03-28 2011-09-28 上海华滋奔腾防汛设备制造有限公司 Earth overturning type movable flood prevention gate
CN103255746A (en) * 2013-05-20 2013-08-21 张坚 Energy-saving river fender water storage flood discharge dam
CN103938588A (en) * 2014-04-15 2014-07-23 程斌 Movable and foldable water stopping device
CN204343263U (en) * 2014-12-19 2015-05-20 浙江衢州河口闸门有限公司 A kind of movable emergent flood wall

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105317018A (en) * 2015-06-18 2016-02-10 贵州省水利水电勘测设计研究院 Construction method and structure of landscape type wave wall
CN105317018B (en) * 2015-06-18 2017-10-27 贵州省水利水电勘测设计研究院 The construction method and structure of a kind of landscape type bulwark
CN106758764A (en) * 2016-11-28 2017-05-31 中冶建筑研究总院有限公司 A kind of current structure waterborne
CN106758764B (en) * 2016-11-28 2018-06-22 中冶建筑研究总院有限公司 A kind of current structure waterborne
CN110144859A (en) * 2018-02-10 2019-08-20 扬州市慧宇科技有限公司 A kind of steel dam anchor gate with long service life based on Internet of Things
CN110144859B (en) * 2018-02-10 2020-09-15 扬州市慧宇科技有限公司 Long service life's steel dam gate based on thing networking
CN112482303A (en) * 2018-11-30 2021-03-12 吴增文 Hydraulic engineering flood bank
CN112482303B (en) * 2018-11-30 2022-08-16 东营市垦利区水利工程公司 Hydraulic engineering flood bank

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Application publication date: 20150415

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