CN217352311U - Flood prevention wall capable of being automatically lifted - Google Patents

Flood prevention wall capable of being automatically lifted Download PDF

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Publication number
CN217352311U
CN217352311U CN202220741222.9U CN202220741222U CN217352311U CN 217352311 U CN217352311 U CN 217352311U CN 202220741222 U CN202220741222 U CN 202220741222U CN 217352311 U CN217352311 U CN 217352311U
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CN
China
Prior art keywords
baffle
flood prevention
prevention wall
river
baffle plate
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CN202220741222.9U
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Chinese (zh)
Inventor
沈晓燕
陈晓晓
杨燕
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HUAYU CONSTRUCTION GROUP CO Ltd
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HUAYU CONSTRUCTION GROUP CO Ltd
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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
    • Y02A50/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather

Abstract

An object of the utility model is to provide a need not personnel and operate, can expand baffle subassembly in time lifting when the river course water level rises to the certain degree to realize reliably blockking protecting effect's automatic lifting flood wall rapidly, this automatic lifting flood wall mainly includes and installs the baffle subassembly that is used for playing the effect of blockking to the river on the embankment, the baffle subassembly passes through the movable mode and installs in the inside on the outer edge of embankment, be provided with self-adaptation lifting mechanism between baffle subassembly and the embankment, make the baffle subassembly can follow the rising of river course surface of water height and carry out the lifting in step.

Description

Flood prevention wall capable of being automatically lifted
Technical Field
The utility model relates to a hydraulic protection engineering field specifically is a can automatic lifting flood prevention wall.
Background
The method is characterized in that the method is influenced by typhoon or abnormal climate in summer, rainstorm and flood disasters frequently occur, for underground building facilities such as basements, underground garages and traffic tunnels, because the entrances and exits are usually arranged in an open mode, the low-lying terrain easily accumulates the water which is not discharged by the earth surface in time, and if the drainage in the underground building facilities is not smooth, the property stored in the underground building facilities is seriously lost due to flooding and water logging. The existing common flood prevention walls are almost of fixed reinforced cement structures or are driven to be unfolded by a motor driving similar gate mechanisms, and the flood prevention walls have long construction period and quite high manufacturing cost. Meanwhile, some flood control walls with simpler structures are developed and can be rapidly unfolded and placed when needed, but the flood control walls have the problems that the flood control walls need to be manually placed in batches, and certain dangers exist when rainstorm or flood season is very inconvenient.
The L-shaped flood prevention wall structure and the flood prevention wall group disclosed in the Chinese invention patent application with the application number of CN201610678735.9 comprise a main water baffle and a bottom plate which are hinged, and waterproof cloth is arranged in the main water baffle and the bottom plate; the main water baffle and the bottom plate are fixedly provided with a supporting fixed seat and a steel wire rope fixed seat, and the main water baffle and the bottom plate form a flood control wall through the support of the inclined stay bars and the stretching of the steel wire rope reinforcing ribs; the bottom plate of the flood prevention wall is fixed on the ground and is firmly pressed on the ground through the draw hook and the compression screw, and a sealing structure is formed between the bottom plate and the ground; the L-shaped flood prevention wall group is formed by combining a plurality of flood prevention walls with the same structure, the main water baffle and the bottom plate are supported and stretched through the inclined support rods and the steel wire ropes, the overall firmness and stability are improved, and the drag hooks on the bottom plate are fixed with the expansion screws on the ground, so that the bottom plate is sealed with the ground; after the water level rises, the bottom plate is attached to the ground more tightly under the action of water pressure, the larger the water level is, the better the sealing is, and the resistance of the flood control wall to flood water in the flood season is greatly improved.
Although the flood prevention wall product provided in the scheme is firm and stable in structure, in the actual application process, if the situation that the water level of a river channel rapidly rises due to rainstorm or flood season occurs, workers cannot rapidly set the flood prevention wall at a key position with a longer bank edge, and water flow spreading and disasters are easily caused.
In order to solve the problems, the utility model provides a need not personnel and operate, can in time lifting expand baffle subassembly when river course water level rises to a certain extent to realize reliably stopping automatically lifting flood control wall of protecting effect rapidly.
SUMMERY OF THE UTILITY MODEL
The utility model provides a need not personnel and operate, can expand baffle subassembly in time the lifting when the river course water level rises to the certain degree to realize reliably blockking protecting effect's automatic lifting flood prevention wall rapidly.
The above technical purpose of the present invention can be achieved by the following technical solutions:
the flood control wall capable of being automatically lifted comprises a baffle assembly which is arranged on an embankment and used for blocking river water, wherein the baffle assembly is movably arranged inside the outer edge of the embankment, and a self-adaptive lifting mechanism is arranged between the baffle assembly and the embankment, so that the baffle assembly can be synchronously lifted along with the rising of the water level of a river channel.
As right the utility model discloses a preferred, self-adaptation lifting mechanism includes and sets up in the inside regulation cavity of embankment, it is provided with the both parts UNICOM and can introduce the river between regulation cavity and the river course adjust the drainage channel in the cavity, still be provided with in the regulation cavity with baffle subassembly's bottom fixed connection's floating block, be used for utilize buoyancy will behind the introduction river in the regulation cavity baffle subassembly upwards lifts up.
As the optimization of the utility model, a check valve for controlling the pressure value when the river enters the adjusting cavity is arranged in the drainage channel.
As to the utility model discloses a preferred, it is fixed in to contain the direct mount in the baffle subassembly the drive ejector pin of floater upper surface and be used for the barrier plate that directly contacts with the river.
As right the utility model discloses a preferred, the barrier plate adopts a multistage integrated configuration, the barrier plate includes a plurality of swing joint's of each other baffle unit, be formed with the guide way that is used for being connected with another baffle unit of upside on the baffle unit, be formed with the link that is used for being connected with another baffle unit of downside on the baffle unit.
As right the utility model discloses a preferably, be provided with on the baffle unit and be used for playing the supplementary kicking member of supporting role to another baffle unit that is located the upside, the rear side of baffle unit is opened and is equipped with and is used for accommodating the inner groovy of supplementary kicking member, supplementary kicking member install in the lower extreme baffle unit that just supplementary kicking member was in the inner groovy is connected with articulated mode, and the baffle unit that makes the baffle subassembly be in the expansion state, be located the upside is to not having when stopping the effect, supplementary kicking member can rotate and outwards pop out the realization around making up the hinge center and be located the effect of propping up of upside baffle unit.
As right the utility model discloses a preferred, supplementary propping piece with install between the wall of inner groovy and be used for the drive supplementary propping piece outwards pops out drive spring.
As the optimization of the utility model, the upper part of the baffle plate component is provided with a water level height monitoring device.
Preferably, a sealing material layer is disposed between the two baffle units adjacent to each other.
To sum up, the utility model discloses following a plurality of beneficial effect can be realized:
1. but automatic lifting flood prevention wall can install in advance and set up inside the embankment on river course limit, rise rapidly when reaching the certain degree at the water level and expand and launch baffle subassembly, do not need staff's intervention and operation, greatly reduced reaction time, can reduce the risk effective control that the calamity enlarges.
2. But automatic lifting flood prevention wall when taking place the river course water level and rise, through introducing river in to adjusting the cavity to buoyancy drives baffle subassembly expansion and gets into work as drive power fast, the structure is succinct reliable, does not go to provide the drive with external device, has reduced the loss of the energy, and the reliability and the stability of flood prevention effect promote by a wide margin under this structure simultaneously, the life of device has also obtained great extension.
3. But baffle subassembly that contains in the automatic lifting flood prevention wall will be used for contacting the barrier plate of separation with the river and separate mutually with the drive ejector pin that plays a top drive effect, just carry out further optimization improvement to its respective user state and effect.
Drawings
Fig. 1 is a schematic structural diagram of a flood control wall capable of being automatically lifted and installed in an inactivated state in a bank;
FIG. 2 is a schematic structural diagram of the automatically liftable flood control wall in a lifting and unfolding state when the water level of a river rises;
FIG. 3 is an enlarged view of a part of the structure of a barrier plate with a multi-sectional structure;
FIG. 4 is a front structural view of an interconnecting structure between two baffle units;
fig. 5 is an enlarged view of the structure of the auxiliary supporting member disposed between the two baffle units.
In the figure:
1-bank;
2-river channel;
3-baffle plate component, 3 a-driving ejector rod, 3 b-baffle plate;
4-self-adaptive lifting mechanism, 4 a-adjusting cavity, 4 b-drainage channel, 4 c-floating block;
5-one-way valve;
6-baffle unit, 6 a-guide groove, 6 b-connecting end, 6 c-auxiliary supporting top piece, 601-inner groove, 602-driving spring.
Detailed Description
The following specific embodiments are merely illustrative of the present invention, and are not intended to limit the present invention, and those skilled in the art can make modifications of the present embodiments without inventive contribution as required after reading the present specification, but all the embodiments are protected by patent laws and protection within the scope of the present invention.
The scheme is realized by the following technical means:
example (b): in the embodiment, a scheme for automatically lifting the flood control wall is provided. Specifically, in the scheme, a hollow adjusting cavity 4a needs to be formed in the bank 1 close to the bank of the river where the flood condition is likely to occur, a baffle assembly 3 capable of moving up and down along the vertical direction is installed in the adjusting cavity 4a, and as the main body of the baffle assembly 3 moves upwards, the upper portion of the baffle assembly 3 moves upwards and protrudes relative to the upper surface of the bank 1; the adjusting cavity 4a extends towards one side of the river channel 2 to form a drainage channel 4b communicated with the river channel 2. Meanwhile, a floating block 4c with the integral density smaller than that of river water is arranged in the adjusting cavity 4a, for example, the floating block can be directly made of plastic materials or hollow structures made of other materials with lower density, and the upper surface of the floating block 4c is fixedly connected with the baffle plate component 3 to form the self-adaptive lifting mechanism 4.
When the river channel 2 has a flood situation, the water level of the river rises to enable river water to flow into the adjusting cavity 4a through the drainage channel 4b, and the floating blocks 4c can drive the baffle plate assemblies 3 fixedly connected and installed on the upper portion and the self to quickly rise and expand upwards under the buoyancy effect generated by the river water rushing into the adjusting cavity 4a, so that the work of the flood prevention wall is started. In consideration of the fact that the water level of the river channel 2 is always lifted up and down under the normal natural condition, if the water level floats in the normal range, the baffle plate assembly 3 is always driven to move up and down, the sealing layer structure on the surface of the inner baffle plate assembly 3 is easily abraded, aged or even damaged, and accordingly the flood prevention working effect of the device in the emergency situation is affected. Therefore, the one-way valve 5 device is arranged in the drainage channel 4b, and the one-way valve 5 is opened under a large enough pressure value through presetting, so that the one-way valve 5 is opened and the flood control wall is started to work by injecting water into the adjusting cavity 4a only when the water level of the river channel 2 reaches a certain warning height in the actual working process of control, thereby avoiding false triggering and damage and prolonging the service life of the device.
Further, considering that in the baffle plate assembly 3, different parts independently play roles, the baffle plate assembly 3 can be further divided into two parts, namely a baffle plate 3b for blocking contact with river water and a driving ejector rod 3a for supporting and driving. The blocking plate 3b is arranged on one side close to the river channel 2, the surface of the blocking plate is covered with a waterproof material layer, the driving ejector rod 3a is made of high-strength metal materials, the lower end part of the driving ejector rod is fixedly arranged on the floating block 4c, and the upper part of the driving ejector rod is fixedly connected with the upper end part of the blocking plate 3 b.
Furthermore, considering the production process difficulty and the cost control requirement of the plate 3b to be blocked, the blocking plate 3b can be further optimized to adopt a multi-section combined structure, the blocking plate 3b is formed by combining a plurality of baffle units 6 which are movably connected with each other, each baffle unit 6 is provided with a guide groove 6a used for being connected with the other baffle unit 6 on the upper side, and a connecting end 6b used for being connected with the other baffle unit 6 on the lower side. When the two baffle units 6 are connected and installed, the connecting end 6b is embedded in the guide groove 6a and can move along the extending direction of the guide groove 6 a; when the baffle plate unit 6 far away from one side of the river channel 2 is jacked up by the driving jacking rod 3a and drives the connecting end 6b to move to the top end relative to the guide groove 6a of the other adjacent baffle plate unit 6, the other adjacent baffle plate unit 6 is continuously driven to move upwards in a lifting manner, and the operation is circulated until all the baffle plate units 6 are sequentially lifted and unfolded, so that the whole starting work of the flood control wall is realized.
In the application of the barrier plate 3b with the multi-section combined structure, after each baffle plate unit 6 is unfolded, the stability of the fixed connection between the adjacent baffle plate units 6 is a remarkable problem, and if the baffle plate units are loosened and separated, the whole flood control wall which can be automatically lifted is collapsed, so that serious safety accidents can be caused. Therefore, an auxiliary stay 6c for supporting the other shutter unit 6 located on the upper side is also provided on the shutter unit 6. Specifically, an inner groove 601 for accommodating the auxiliary supporting piece 6c is formed in the back surface of the baffle unit 6 on the side close to the river channel 2, the auxiliary supporting piece 6c is installed in the inner groove 601, the lower baffle unit 6 of the auxiliary supporting piece 6c is connected in a hinged manner, and a driving spring 602 for driving the auxiliary supporting piece 6c to pop out is installed between the auxiliary supporting piece 6c and the wall surface of the inner groove 601. When the baffle assembly 3 is not deployed as a whole, the auxiliary abutment member 6c is stably confined in the inner groove 601 due to the blocking action of the front side surface of the adjacent rear baffle unit 6; and in case can rise the flood control wall automatically and start and be in when the expansion state, when baffle unit 6 that is located the rear side moved to the top and no longer played the effect of stopping to supplementary propping up piece 6c, supplementary propping up piece 6c can rotate and outwards pop out around doing the hinge center, realizes the reliable stable effect of propping up of baffle unit 6 that is located the top at this moment, has effectively promoted baffle subassembly 3's structural strength.
Further preferably, a water level height monitoring device is arranged at the upper part of the baffle plate component 3 and used for detecting the actual height of the water level so as to send out an alarm signal in time when the water level approaches the limit control height of the flood wall. Meanwhile, in order to improve the tightness between the two baffle units 6, a sealing material layer made of rubber can be arranged between the two baffle units 6 adjacent to each other up and down.
The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily think of various equivalent modifications or replacements within the technical scope of the present invention, and these modifications or replacements should be covered within the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (9)

1. The utility model provides a but automatic lifting flood control wall includes and installs baffle subassembly (3) that are used for playing the effect of blockking to river on bank (1), its characterized in that: the river channel water surface lifting device is characterized in that the baffle assembly (3) is movably mounted inside the outer edge of the embankment (1), and a self-adaptive lifting mechanism (4) is arranged between the baffle assembly (3) and the embankment (1), so that the baffle assembly (3) can be lifted synchronously along with the rising of the water surface height of the river channel (2).
2. The flood prevention wall capable of being automatically lifted according to claim 1, wherein the flood prevention wall is characterized in that: self-adaptation lifting mechanism (4) include set up in inside regulation cavity (4 a) of embankment (1), be provided with between regulation cavity (4 a) and river course (2) with two parts UNICOM and can introduce river drainage passageway (4 b) in regulation cavity (4 a), still be provided with in regulation cavity (4 a) with bottom fixed connection's of baffle subassembly (3) floating block (4 c) for utilize buoyancy will baffle subassembly (3) upwards lift up after introducing the river in regulation cavity (4 a).
3. The flood prevention wall capable of being automatically lifted according to claim 2, wherein the flood prevention wall is characterized in that: and a one-way valve (5) for controlling the pressure value when river water enters the adjusting cavity (4 a) is arranged in the drainage channel (4 b).
4. The automatically-lifted flood prevention wall according to claim 3, characterized in that: the baffle plate component (3) comprises a driving ejector rod (3 a) which is directly installed and fixed on the upper surface of the floating block (4 c) and a blocking plate (3 b) which is directly contacted with river water.
5. The flood prevention wall capable of being automatically lifted according to claim 4, wherein the flood prevention wall is characterized in that: the baffle plate (3 b) adopts a multi-section combined structure, the baffle plate (3 b) comprises a plurality of baffle plate units (6) which are movably connected with each other, a guide groove (6 a) used for being connected with another baffle plate unit (6) on the upper side is formed on each baffle plate unit (6), and a connecting end (6 b) used for being connected with another baffle plate unit (6) on the lower side is formed on each baffle plate unit (6).
6. The flood prevention wall capable of being automatically lifted according to claim 5, wherein the flood prevention wall is characterized in that: be provided with on baffle unit (6) and be used for playing supporting role's supplementary top member (6 c) to another baffle unit (6) that are located the upside, the rear side of baffle unit (6) is opened and is equipped with and is used for acceping interior recess (601) of supplementary top member (6 c), install in supplementary top member (6 c) in interior recess (601) and supplementary bottom end baffle unit (6) of top member (6 c) are connected with articulated mode, make baffle subassembly (3) be in the state of expanding, when being located baffle unit (6) of upside and not having the effect of stopping, supplementary top member (6 c) can rotate and outwards pop out around making an uproar hinge center and realize the effect of propping up to being located upside baffle unit (6).
7. The flood prevention wall capable of being automatically lifted according to claim 6, wherein the flood prevention wall is characterized in that: and a driving spring (602) for driving the auxiliary supporting and ejecting piece (6 c) to eject outwards is arranged between the auxiliary supporting and ejecting piece (6 c) and the wall surface of the inner groove (601).
8. The automatically-lifted flood prevention wall according to claim 7, characterized in that: a water level height monitoring device is arranged at the upper part of the baffle plate component (3).
9. The automatically-lifted flood prevention wall according to claim 7, characterized in that: a sealing material layer is arranged between the two baffle plate units (6) which are adjacent up and down.
CN202220741222.9U 2022-04-01 2022-04-01 Flood prevention wall capable of being automatically lifted Active CN217352311U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220741222.9U CN217352311U (en) 2022-04-01 2022-04-01 Flood prevention wall capable of being automatically lifted

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220741222.9U CN217352311U (en) 2022-04-01 2022-04-01 Flood prevention wall capable of being automatically lifted

Publications (1)

Publication Number Publication Date
CN217352311U true CN217352311U (en) 2022-09-02

Family

ID=83054046

Family Applications (1)

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Country Status (1)

Country Link
CN (1) CN217352311U (en)

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