KR101658067B1 - Flood pretect wall with easy maintenance - Google Patents

Abstract

The present invention relates to a flood-type flood wall apparatus that is easy to maintain and maintain, and its object is to provide a flood-wall type flood wall apparatus capable of easily installing / separating flood walls and hydraulic cylinders from a narrow installation space of a foundation structure by first and second water- Descent type flood wall apparatus having improved water retentivity.
The present invention relates to a flood wall which is embedded in an installation space of a foundation structure and is separated from a front panel and a rear panel by a predetermined distance and has a space portion therein, A first watertight portion provided at the upper end of the installation space of the foundation structure so that one side thereof is in contact with the front panel of the flood wall, a second watertight portion provided at the upper end of the installation space of the foundation structure, A hydraulic cylinder part having a lower end connected to an installation space of the foundation structure and having an upper end contacted with the upper panel of the flood wall and a hydraulic cylinder part installed at one side of the foundation structure or the foundation structure, And a water level sensing part for driving the hydraulic cylinder part.

Description

[0001] Flood pretect wall with easy maintenance [0002]

The present invention relates to a flood-type flood wall apparatus that is easy to maintain and maintain, and a flood wall installed along a bank or a river and a hydraulic cylinder for operating the flood wall are easily separated from a narrow installation space of a foundation structure Down type flood wall apparatus that improves the maintainability by disassembling and assembling the flood wall system.

In recent rainy season, the rainy season is not that the rain is falling continuously for a long time, but the guerrilla rains are spreading rapidly in a short period of time. Such a heavy rainfall causes frequent inundation damage in low area.

In the downstream area of urban rivers, floods and floods have been generated in the area around the rivers due to the rise of the water level due to rainy season or guerrilla storm due to long-term sedimentation of sediments and wastewater.

In order to prevent such flood damage, the embankment is built along the riverside. However, the purchase or acceptance of densely populated houses and land for the construction of the land around the stream, that is, the embankment construction, is accompanied by astronomical compensation expenses and complaints , When the embankment is installed all over the river, it has a problem of reducing the utilization of the river by the inhabitants by basically blocking access to the nearby residents and the river.

Particularly, in addition to the purpose of preventing the flood damage, the embankment is required to utilize the river space as a relaxing space for the residents such as rest and walkway of the nearby residents due to the formation of the hydrophilic space, It is difficult to build as many levees as possible.

In order to overcome the above problems, a flood wall is installed to prevent flood damage from occurring due to overflowing of outer water in a low-lying urban area or a river adjacent to a river where flood damage is frequent. .

In the case of the fixed flood wall, it is installed by performing a construction such as trenching on the bank. In the case where a sidewalk or a promenade is formed near the bank, a bank margin for installing the flood wall should be sufficiently secured. There is a problem that it is difficult to install a flood wall because the working conditions are not sufficient.

Further, when the flood wall is installed as a concrete structure, a sufficient embankment clearance is required, and the flood wall deteriorates the surrounding landscape, making it impossible to create a comfortable space, and the problem of damaging the view due to difficult access to the river there was.

In addition, in the case of movable flood walls, the problem of flood wall installation on the embankment where the embankment clearance is lacking from the fixed flood wall and the problem of damaging the scenery and view due to the installation of the flood wall and support are improved. It is provided as a passage. When the water level rises, the flood wall rises to prevent water flooding.

The conventional movable flood wall has a buoyancy type water wall driven by a buoyant body which is raised and lowered in accordance with a change in the river water level, that is, a buoyancy chamber on the inner side and an inlet communicated with the buoyancy chamber in the direction of the river, A base structure having an open guide hole; The buoyancy chamber is connected to the buoyancy chamber of the foundation structure and is constituted by a buoyant body which is lifted upwards by the water level flowing into the inlet as the level of the river increases. When the water level becomes higher due to overflow of the river, And the buoyant body made of a synthetic resin series having a low specific gravity by the inflow of the inflow water flows up to a certain height through a guide hole of the foundation structure to function as a bank

However, the conventional movable flood wall as described above can insert foreign matter into the buoyancy chamber in the foundation structure, and when the foreign matter is inserted, interference occurs in the operation of the buoyant body moving up and down along the river water, The buoyant body can not be raised, and if the buoyant body is not lowered due to occurrence of the plugging after the flood, there is no way to forcefully lower the buoyant body.

In addition, the flood wall using buoyancy is required to perform maintenance work on the entire foundation structure in which the buoyant body is installed, when the buoyancy located in the buoyancy chamber is abnormally generated. Therefore, The cost and the maintenance period are increased.

Patent Registration No. 10-1240152 (2013.02.27) Patent Registration No. 10-1359482 (Apr. 29, 2014) Patent Registration No. 10-1149846 (May 18, 2012) Patent Registration No. 10-1026253 (Mar. 24, 2011)

SUMMARY OF THE INVENTION An object of the present invention is to provide a flood-and-flood-type flood wall device that facilitates installation / disconnection of a flood wall and a hydraulic cylinder from a narrow installation space of a foundation structure by the first and second watertight portions, thereby improving maintenance.

Yet another object of the present invention is to provide a flood-and-flood flood wall apparatus having watertightness and installed vertically so as to prevent river flooding efficiently and to improve the bearing capacity of flood walls.

The present invention relates to a flood wall which is embedded in an installation space of a foundation structure and is separated from a front panel and a rear panel by a predetermined distance and has a space portion therein, A first watertight portion provided at the upper end of the installation space of the foundation structure so that one side thereof is in contact with the front panel of the flood wall, a second watertight portion provided at the upper end of the installation space of the foundation structure, A hydraulic cylinder part having a lower end connected to an installation space of the foundation structure and having an upper end contacted with the upper panel of the flood wall and a hydraulic cylinder part installed at one side of the foundation structure or the foundation structure, And a water level sensing part for driving the hydraulic cylinder part.

The present invention facilitates the installation and disassembly of flood walls on the banks or riverside, thereby facilitating maintenance on the flood walls.

The present invention can minimize the thickness of the flood wall and minimize the space for flood wall installation since the hydraulic cylinder can be installed and fixed from the outside without the operator directly entering the installation space of the foundation structure .

The flood wall according to the present invention is assembled and installed so that the watertightness is maintained so as to be prevented from being separated from the installation space of the foundation structure by the first and the second watertight portions and the hydraulic cylinder installed in the installation space has a lower portion It is possible to install a hydraulic cylinder and a flood wall without an operator entering the installation space having a narrow width of about 30 to 50 cm. In addition, when an abnormality occurs in the hydraulic cylinder, Can be easily removed and replaced.

The flood wall is vertically raised and lowered from the foundation structure by the operation of the hydraulic cylinder according to the detection of the river water level, and it is possible to prevent flooding due to heavy rain or the like, thereby protecting the life and property .

The present invention is characterized in that front and rear slit watertight grooves are formed on the front panel and the rear panel of the flood wall, respectively, and when the flood wall is lowered into the installation space of the foundation structure, Since the top panel of the flood wall presses the upper end float by supporting the upper float by the lower flood wall due to the hydraulic cylinder part, The watertightness between the wall and the installation space is further improved, and so on.

1 is an illustration showing a configuration according to the present invention;
Figure 2 is an exemplary illustration of an internal configuration according to the present invention.
3 is an exemplary view showing a configuration of a wallpaper part according to the present invention
4 is an exemplary view showing a mounting relationship of the hydraulic cylinder according to the present invention;
5 is an exemplary diagram showing a configuration of a water level sensing unit according to the present invention.
Fig. 6 is an exemplary view showing the configuration of a tension roller according to the present invention
FIG. 7 is an exemplary view showing the state before the flood wall according to the present invention is operated
8 is an exemplary view showing the post-operation state of the flood wall according to the present invention

FIG. 1 is an exemplary view showing a configuration according to the present invention, FIG. 2 is an exemplary view showing an internal configuration according to the present invention, FIG. 3 is an exemplary view showing a configuration of a wallpaper part according to the present invention, FIG. 5 is an exemplary view showing the construction of a water level sensing unit according to the present invention, FIG. 6 is an illustration showing the construction of a tension roller according to the present invention, and FIG. 8 is a view showing an example of a state after the operation of a flood wall according to the present invention. The present invention can be applied to flood walls installed along a bank or a river, A wall apparatus comprising:

The flood wall device 100 includes a foundation structure 10 buried in the vicinity of a bank or a river and having an installation space 11 and a floor panel 20 inserted into the installation space 11 of the foundation structure, A flood wall 20 having a space 25 at a predetermined distance away from the flood wall 22 and an upper portion of the installation space 11 of the foundation structure so that one side is in contact with the front panel 21 of the flood wall A second watertight portion 40 provided at the upper end of the installation space 11 of the foundation structure so that one side is in contact with the rear panel 22 of the flood wall; A hydraulic cylinder portion 60 having a lower end connected to the installation space 11 and the upper end of which is held in contact with the upper panel 23 of the flood wall 20; And a water level sensing unit 70 installed at one side of the water level sensing unit for sensing the level of the river and driving the hydraulic cylinder unit 60.

The foundation structure 10 has an installation space 11 that is buried along a bank or a river and has an open upper part. The installation space 11 has a flood wall 20, And a watertight space portion 13 having a step with the wall hole portion 12 and provided with the first and second watertight portions 30 and 40. The foundation structure 10 may be formed of a concrete structure or a steel plate structure.

The bottom surface 14 of the wall portion 12 is inclined to have a predetermined angle of inclination to the river side R and the bottom surface 14 of the bottom wall 14 A water storage tank 15 is formed.

The water storage tank 15 is a place where water or sludge or the like introduced into the installation space is collected and a water pump 16 is installed in the water storage tank 15. Water and sludge introduced into the water storage tank 15 And is discharged to the river through the drainage line 15 'connected to the water storage tank 15 by the pump 16.

A cleaning nozzle 17 for spraying cleaning water toward the bottom surface 14 is further provided at a lower portion of the wall portion 12. The cleaning nozzle 17 has a bottom surface 14 inclined at a predetermined angle, (Water) to the bottom surface 14 by moving the foreign matter remaining on the bottom surface 14 toward the water storage tank 15 by spraying water to the bottom surface 14 .

1 and 2, the flood wall 20 includes a front panel 21 having a shear slit watertight groove 21a formed on the bank side B and having an upper end formed thereon, A rear panel 22 provided parallel to each other and spaced apart from each other by a predetermined distance and having a rear end slit watertight groove 22a formed at an upper end thereof, a side panel 24 connected to both ends of the front panel and the rear panel, A top panel 23 integrally connected to the tops of the panel, the rear panel, and the side panel; a space 25 formed by the front panel, the rear panel, the side panel, and the top panel, And a tension roller 27 installed to be positioned at the lower ends of the front panel and the rear panel, respectively.

The front panel 21, the rear panel 22, the side panel 24 and the upper panel 23 of the flood wall 20 are made of steel plate having a predetermined thickness or panel made of engineer plastic having high strength And they are integrally formed by bending by a single panel or separately formed and connected by welding or bolt assembly or the like so as to have a watertightness. Such a flood wall 20 has a narrow width W of about 30 to 50 cm.

The front panel 21 and the rear panel 22 have front and rear slit watertight grooves 21a and 22a formed at the upper end thereof in the longitudinal direction X and a tensioning roller 27 at the lower end thereof, 28 are protruded.

The front and rear end slit watertight grooves 21a and 22a are formed in the first watertight portion 30 and the second watertight portion 40 when the flood wall 20 is lowered and inserted into the installation space 11 of the foundation structure. And one side is inserted into and pressed against the flood wall 20 which is lowered, thereby improving the watertightness.

The tension roller 27 is installed in the roller hole 29 formed in the engaging end 28 and contacts the inner wall 18 of the wall space when the flood wall 20 ascends and descends. Thereby supporting and guiding the flood walls 20 which are raised and lowered.

6, the tension roller 27 includes a spring 27a inserted into a support hole 28a formed in the latching end 28, and a spring 27a screwed into the support hole 28a, A guide hole 27c formed in the engaging step 28 so that the roller hole 29 and the support hole 28a are communicated with each other, And a roller 27e which is installed at both ends of the roller shaft 27d so as to be positioned in the roller hole 29. The roller shaft 27d is provided with a roller 27d and a roller 27e.

The rollers 27e of the tension rollers 27 are respectively installed in the roller holes 29 formed in the engaging ends of the front panel and the rear panel so as to move along the inner wall 18 of the flood- And the front panel 21 and the rear panel 22 of the flood wall are brought into close contact with the inner wall 18 by the resilience of the spring provided inside the hydraulic cylinders 60, So that the flood wall 20 can be vertically moved up and down without being tilted forward / backward.

However, the tension roller according to the present invention is not limited to the above-described structure. The tension roller 27 is installed such that the roller is in close contact with the inner wall of the installation space due to the elastic force of the spring Configuration.

The space 25 is a space formed in the flood wall 20 such that the lower part is opened by the front panel 21, the rear panel 22, the side panel 24 and the upper panel 23, And a hydraulic cylinder portion 60 is connected.

A plurality of support panels (not shown) for maintaining and supporting the gap between the front panel 21 and the back panel 22 and structurally reinforcing the flood wall 20 are installed in the space 25 have.

1 to 3, a wall paper support portion 80 for supporting a flood wall is further provided on the flood wall 20, and the wall paper support portion 80 is provided on the upper surface of the flood wall 20 The upper surface of the front wall of the flood wall is formed to have a predetermined depth from the outer surface 21b of the flood wall front panel. A support cylinder 81 hinged to the cylinder body at the upper end of the support groove 81 so as to be positioned in the support groove 81; A supporting roller 84 rotatably installed at a lower end of the support frame and a support cover 81 bolted to the support groove 81 to close a part of the upper end of the support groove 81, (85).

The support groove 81 is formed on the outer surface 21b of the flood wall front panel so as to be vertically disposed. The support groove 81 is formed in the cylinder wall 82. The support cylinder 81 is hinged to the inside of the support cylinder 82, And a cover groove 88 formed on the outer surface 21b side of the front panel and having a stepped portion with the cylinder groove 87 so that the support cover 85 is fastened.

When the support cylinder is driven, the support roller 84 is rotated in contact with the upper surface of the base structure 10 to support the support roller 84 Guide.

The support cylinder 82 uses a hydraulic cylinder and is installed in the cylinder groove 87 of the support groove 81 so that the rod is extended and driven in the downward direction.

The upper end of the support 83 is hinged to the rod of the support cylinder 82 and the lower end of the support 83 is hinged to the support roller 84.

A rotation roller 89 is further provided at an upper end of the support 83 to rotate in contact with the support cover 85 and the cylinder groove 87 of the support groove. The support portion 83 is supported by and supported by the support cover 85 so as to support and protect the connection portion between the support base 83 and the support cylinder 82. [

That is, when the rod of the support cylinder 82 is driven downward, the rotary roller 89 is rotated and moved in contact with the support cover 85 or the cylinder groove 87. When the water pressure is applied to the flood wall 20 The support cylinder 83 is prevented from being warped due to the support 83 which is held in contact with the cylinder groove 87 and is inclined in the diagonal direction.

The support roller 84 is moved to the upper end surface 10a of the foundation structure along the inclined surface 86 by the driving of the support cylinder 82 and is brought into contact with the stopper 10b provided on the upper end surface 10a of the foundation structure And is rotatably provided at the lower end of the support table 83. [

The stopper 10b may protrude from the upper surface 10a of the foundation structure or may be formed in a groove type on the upper surface 10a.

The support cover 85 prevents external exposure of the support cylinder 82 and foreign matter from entering the support groove 81 so that when the support cylinder 82 is operated, And is bolted to the cover groove 88 of the support groove.

That is, the support cover 85 is provided in the support groove 83 so that the support 83 can be safely stored in the support groove 81 when the support cylinder 83 is not operated, 81, and preferably only the inclined surfaces 86 of the support grooves are exposed to the outside.

Although the support cover 85 is not necessarily installed, it is preferable to install the support cover 85 in order to prevent intrusion of foreign matter into the support groove 81 during operation of aesthetic and flood walls.

When the support cylinder 82 is driven downward, the support frame 83 connected to the support cylinder 82 is moved downward. When the support frame 83 is moved downward, the support frame 83 The support roller 84 mounted on the lower end of the support structure moves in a rolling manner until it abuts against the stopper 10b provided on the upper end surface 10a of the foundation structure by abutting the inclined surface 86 of the support groove.

At this time, the upper end (connecting portion with the cylinder rod) of the supporter 83 is vertically moved downward in the cylinder groove 87 of the supporter groove by the supporter cylinder, and the lower end of the supporter 83 The supporting base 83 provided between the supporting cylinder 82 and the supporting roller 84 is inclined at a predetermined angle with respect to the flood wall 20 so that it is horizontally moved along the upper surface 10a of the foundation structure by the rollers Thereby supporting the flood wall 20.

When the rotation roller 89 is further provided at the upper end of the support table 83, the rotation roller 89 is brought into contact with the support cover or the cylinder groove by the vertical downward operation of the support cylinder, 87 and the supporting roller provided at the lower end of the supporting frame moves horizontally along the upper end face 10a of the foundation structure and is guided by the rotation roller 89 which is held in contact with the flood wall and the stopper 10b The support 83 supports the flood wall 20 by the support roller 84 which is held in contact with the flood wall 20.

The first watertight portion 30 is disposed on the bank side B of the flood wall and the second watertight portion 40 is disposed on the river side R of the flood wall. The first watertight portion 30 and the second watertight portion 40 have the same structure.

2, the first and second watertight portions 30 and 40 include bottom stage bases 31 and 41 fixedly installed on a stepped surface 19 of the watertight space portion, The upper stage bases (32, 42) are installed at upper ends of the upper stage bases (31, 41), the lower stage basins (33, 43) And upper water reservoirs 34 and 44 installed to be positioned above the ends of the order bases 32 and 42.

The lower stage bases 31 and 41 are fixed to the stepped surface 19 of the watertight space portion so that their ends coincide with the inner wall 18 of the wall cutout.

The upper stage bases 32 and 42 are fixedly installed to be positioned at the upper ends of the lower stage bases 31 and 41 and are provided so as to protrude from the inner wall 18 of the wall hollow portion.

That is, the upper stage bases 32 and 42 are provided so as to protrude from the inner wall 18 of the watertight space portion 13 and the lower stage bases 31 and 41 coincide with the inner wall 18 of the watertight space portion The lower stage bases 31 and 41 and the upper level bases 32 and 42 are integrally fixed to the stepped surface 19 of the watertight space part by bolts or the like.

The upper stage bases 32 and 42 installed as described above prevent the flood wall from being separated from the outside when the hanging end 28 contacts the vertical movement of the flood wall by the hydraulic cylinder 60, And a stopper function for adjusting the drive.

The lower water retaining members 33 and 43 are integrally formed with the lower waterproof fixing members 33a and 43a and the lower waterproof fixing members 33a and 43a fixed to the upper upper support members 32 and 42 by bolts, Bottom cylindrical water retaining members 33b and 43b that are held in watertight contact with the panel (front panel or back panel), the upper level bases 32 and 42, and the catching end 28 of the flood wall.

That is, the lower water retaining members 31 and 41 have a function of buffering when the flood wall is vertically moved by the hydraulic cylinder unit 60 so that the retaining end 28 contacts the upper upper support members 32 and 42, And a function of maintaining the watertightness by contacting them.

The upper water retaining members 34 and 44 are plate-shaped water retaining members and are fixed to the upper level bases 32 and 42 so that their ends project into the watertight space portion 13 from the upper upper water bases 32 and 42 . When the flood walls are moved downward into the installation space 11, the ends are inserted into the front and rear end slit watertight grooves 21a, 22a of the flood walls, respectively, and the front and rear end slits 34, The upper side faces 21c and 22c of the front and rear end slit watertight grooves 21a and 22a are closed by the flood wall 20 in which the end is inserted into the watertight grooves 21a and 22a, And the upper order bases 32 and 42 to enhance watertightness.

The upper water reservoir 34, 44 and the lower water reservoir 33, 43 are made of a known water repellent material (or water repellent material) having elasticity and water tightness such as rubber, urethane and the like.

2 and 4, the hydraulic cylinder portion 60 is installed on the bottom surface 14 of the foundation structure wall portion so as to maintain the horizontal state, as shown in FIGS. 2 and 4 The mounting plate 61 and the mounting table 61 are provided with a cylinder block 64 in which the lower portion of the cylinder body 65 is horizontally fitted and the close stand 62 is in close contact with the flood wall upper panel 23, The cylinder rod 64 of the hydraulic cylinder 63 is operated in the vertical direction by sensing the level of the water level of the water level sensing unit 70 so that the flood wall 20 is vertical .

The mounting plate 61 includes a base plate 66 installed horizontally on the bottom surface of the base plate 66 and two support rails 67 installed to be symmetrically spaced apart from the upper ends of both sides of the base plate 66 by a predetermined distance The mounting plate 61 is installed on the bottom surface 14 so that the supporting rail 67 is located in the longitudinal direction of the foundation structure 10. [

The upper panel 23 of the flood wall is further provided with a fastening base separation preventing groove 26 into which the fastening base 62 of the hydraulic cylinder is inserted and the fastening base 62 of the hydraulic cylinder is provided with an anti- (26).

The hydraulic cylinder part 60 having the above structure is provided with a mounting plate 61 so as to be kept horizontal on the bottom surface of the installation space and to the space between the supporting rails 67 of the mounting plate 61, The hydraulic cylinder 63 is slidably moved in the horizontal direction without entering the operator into the narrow installation space 11 of the foundation structure 10 when an error occurs in the hydraulic cylinder, The lower portion of the cylinder body 65 fitted to the mounting plate 61 is separated and then moved to the outside of the installation space to replace another hydraulic cylinder.

2, 5, 7, and 8, the water level sensing unit 70 senses the level of the river and drives the inlet cylinder unit. The water level sensing unit 70 includes an inlet passage 76, A water level sensing pipe 72 fixed vertically inside the water level sensing body 71 and having a water inlet 77 at a lower end thereof and a water level sensing pipe 72 connected to the water level sensing pipe 72, A buoyant body 74 that is inserted into the guide bar 73 and is lifted up and down along the guide bar 73 by buoyant force, And a fixing stopper 75 for fixing the upper end and the lower end of the water detecting tube 72 in the water level detecting tube 72.

The water level sensing body 71 is connected to an internal sensing space 71a by an inlet passage 76 and flows into the sensing space 71a through the inlet passage 76. [

The water level sensing pipe 72 is fixed to the water level sensing body 71 by fixing means such as a bolt and is vertically positioned in the sensing space 71a of the water level sensing body, And a water inlet 77 opened downward at a lower end thereof to allow water introduced into the sensing space 71a to flow therein.

The guide bar 73 is installed in the sensing space 71a of the level sensing pipe so as to be positioned in the vertical direction.

The buoyant body 74 is formed in a ring type so that a guide bar 73 is inserted into the buoyant body 74. The buoyant body 74 floats by the river water flowing through the water inlet of the water level sensing pipe and is guided along the guide bar 73 ).

The detection of the water level by the buoyant body 74 can be performed by detecting and installing a magnet having different polarities in the guide bar 73 and the buoyant body 74 or by moving the buoyant body 74 up and down Or sensing the movement of the buoyant body 74 by the position sensor.

For example, when the river water level rises, the river water flows into the water level sensing body through the inlet port, the river water flowing into the water level sensing body flows into the water level sensing pipe again, The number of magnetic fields generated between the contact portion in the buoyancy body and the contact portion in the guide bar (between the magnets having different poles) between the contact portions in the guide bar and the contact portion in the guide bar is increased by floating the floating body along the guide bar by the water level flowing into the guide bar. The number of generated magnetic fields) can be measured to confirm the water level.

The water level sensing unit of the present invention configured as described above includes a water level sensing pipe installed in the water level sensing body and a double barrel in which a guide bar and a buoyant body are installed in the water level sensing pipe, So that the foreign matter introduced together with the river water can not be brought into contact with the buoyant body, thereby enabling accurate level measurement.

According to the present invention configured as described above, when the water level of the river rises due to concentrated rainfall, flood, or the like, the rising river water flows into the water level sensing unit through the inflow passage, and the river water level is sensed, The flood wall is vertically erected from the foundation structure by driving the hydraulic cylinder portion until the holding end of the flood wall comes into contact with the first and second watertight portions in the control portion (not shown) At the same time, the support cylinder of the wallpaper support is actuated to support the flood wall by the support so that the support rollers of the wallpaper support are in contact with the stopper of the foundation structure.

When the flood wall is raised from the foundation structure, the river water level can be stably maintained as much as the height of the flood wall, so that flooding of the river is prevented.

In addition, the present invention separates the first and second watertight portions from the watertight space portion of the foundation structure so that when the hydraulic cylinder abnormality occurs in the flood wall or the foundation structure, the flood wall can be separated from the wall portion, The hydraulic cylinder in the installation space can be moved horizontally to separate the lower portion of the hydraulic cylinder from the mounting plate, and then the hydraulic cylinder can be moved outside the installation space to replace or repair the hydraulic cylinder.

It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined in the appended claims and their equivalents. Of course, such modifications are within the scope of the claims.

(10): base structure (10a): upper surface
(10b): Stopper (11): Installation space
(12): wall hole portion (13): watertight space portion
(14): bottom surface (15): water tank
(15 '): drainage channel (16): submerged pump
(17): Cleaning nozzle (18): Inner wall
(19): stage surface (20): flood wall
(21): front panel (21a): shear slit watertight groove
(21c): upper side (22): rear side panel
(22a): rear slit watertight groove (22b): outer face
(21c): upper side (23): upper panel
(24): side panel (25): space part
(26): Adherent separation preventing groove (27): Tension roller
(27a): spring support (27b): guide hole
(27c): roller shaft (27d): spring
(27e): roller (28): engaging end
(28a): Support hole (29): Roller hole
(30): first watertight portion (40): second watertight portion
(31,41): Lower order (32,42): Upper order
(33, 43): lower water tank (34, 44): upper water tank
(33a, 43a): Lower watertight fixing member (33b, 43b): Lower cylindrical water retaining member
(60): Hydraulic cylinder part (61): Mounting plate
(62): Clutch (63): Hydraulic cylinder
(64): cylinder rod (65): cylinder body
(66): base plate (67): support rail
(70): a water level detection unit (71): a water level detection body
(71a): sensing space (72): water level sensing tube
(73): guide bar (74): buoyant body
(75): Fixing stopper (76): Inlet passage
(77): water inlet (80): wallpaper section
(81): Support groove (82): Support cylinder
(83): Support base (84): Support roller
(85): support cover (86): inclined surface
(87): cylinder groove (88): cover groove
(89): Rotary roller (100): Vertically movable flood wall device

Claims (15)

A foundation structure (10) buried in the vicinity of a bank or a river and having an installation space (11)
A flood wall 20 inserted into the installation space 11 of the foundation structure and spaced apart from the front panel 21 and the rear panel 22 by a predetermined distance,
A first watertight portion 30 provided at the upper end of the installation space 11 of the foundation structure so that one side is in contact with the front panel 21 of the flood wall,
A second watertight portion 40 provided at the upper end of the installation space 11 of the foundation structure so that one side thereof is in contact with the rear panel 22 of the flood wall,
A hydraulic cylinder part 60 having a lower end connected to the installation space 11 of the foundation structure and having an upper end supported by the upper panel 23 of the flood wall 20,
And a water level sensing unit 70 installed in the foundation structure 10 or one side of the foundation structure 10 and sensing the water level of the river to drive the hydraulic cylinder unit 60,
The hydraulic cylinder part 60 includes a mounting plate 61 installed on the bottom surface 14 of the wall structure of the foundation structure so as to maintain a horizontal state and a lower part of the cylinder body 65 mounted on the mounting plate 61 in a horizontal direction And a hydraulic cylinder 63 connected to the cylinder rod 64 for tight contact with the flood wall upper panel 23 so as to detect the water level of the river water of the water level sensing unit 70 , The cylinder rod (64) of the hydraulic cylinder (63) is operated in the vertical direction to vertically move the flood wall (20).
The method of claim 1,
The installation space 11 is provided with a wall hole portion 12 in which the flood wall 20 is inserted and a watertight space portion 12 in which the first and second watertight portions 30, (13). ≪ Desc / Clms Page number 20 >
The method of claim 2,
The bottom surface 14 of the wall part 12 is inclined so as to have a predetermined angle of inclination to the river side R and a water reservoir 15 is formed at the lowest position of the bottom surface 14 Which is easy to maintain.
The method according to claim 2 or 3,
And a washing nozzle (17) for spraying washing water toward the bottom surface (14) is further provided at a lower portion of the wall cut portion (12).
The method of claim 1,
The flood wall 20 includes a front panel 21 having a front slat watertight groove 21a formed at the upper end thereof on the river side R, A rear panel 22 formed with rear slit watertight grooves 22a, a side panel 24 connected to both ends of the front panel and the rear panel, A space 25 formed by the front panel, the rear panel, the side panel, and the upper panel and opened at the bottom, and the upper panel 23 connected to the lower panel of the front panel and the rear panel And a tension roller (27) which is installed in the tank.
The method of claim 5,
The tension roller 27 has a spring 27a which is inserted into a support hole 28a formed in the engaging end 28 and a spring 27a which is screwed to the support hole 28a to prevent the spring from coming out, A guide hole 27c formed in the engaging step 28 so that the roller hole 29 and the support hole 28a are communicated with each other; And a roller (27e) provided at both ends of the roller shaft (27d) so as to be positioned in the roller hole (29), characterized by comprising a roller shaft (27d) Device.
The method of claim 1,
The flood wall 20 is further provided with a wallpaper support portion 80 for supporting the flood wall,
The wall paper support portion 80 includes a support groove 81 formed in the vertical direction of the rear panel so as to have a predetermined depth from the outer surface 22b of the rear wall of the flood wall and having an inclined surface 86 at the bottom, A support cylinder 83 hinged to a cylinder body at the upper end of the support groove 81 so as to be positioned in the groove 81, a support 83 connected to the end of the rod of the support cylinder so as to be rotatable, And a support roller (84) installed to be rotatable at a lower end of the flood wall device.
The method of claim 7,
The support groove 81 includes a cylinder groove 87 in which a support cylinder 82 is hingedly coupled to the inside and an inclined surface 86 at a lower portion of the cylinder groove 87, And a cover groove (88)
The inclined surface 86 is formed downwardly below the cylinder groove 87,
Wherein the cover groove (88) is fastened with a support cover (85) for closing a part of the upper end of the support groove (81).
The method of claim 7,
Wherein the upper end of the support base (83) is further provided with a rotation cover (89) which rotates in contact with the support cover (85) and the cylinder groove (87) of the support groove.
The method of claim 1,
The first and second watertight portions 30 and 40 are provided to be positioned at the upper ends of the lower stage bases 31 and 41 and lower stage bases 31 and 41 fixed to the stepped surface 19 of the watertight space portion The upper stage bases 32 and 42 and the lower stage basins 33 and 43 installed to be positioned below the ends of the upper order bases 32 and 42 and the upper stage bases 32 and 42, A top water reservoir (34, 44) installed to be positioned,
The lower stage bases 31 and 41 are fixed to the stepped surface 19 of the watertight space portion so that their ends coincide with the inner wall 18 of the wall cutout,
The upper stage bases (32, 42) are fixedly installed so as to be positioned at the upper ends of the lower stage bases (31, 41) and are provided so as to protrude from the inner wall (18) Flood wall device.
The method of claim 10,
The lower water retaining members 33 and 43 are integrally formed with the lower waterproof fixing members 33a and 43a and the lower waterproof fixing members 33a and 43a fixed to the upper upper support members 32 and 42 by bolts, And bottom cylindrical water retaining members (33b, 43b) that are held in watertight contact with the front panel or the rear panel and the upper stage bases (32, 42) and the catching end (28)
Characterized in that the upper water reservoir (34, 44) has a plate shape.
delete The method of claim 1,
The mounting plate 61 includes a base plate 66 installed horizontally on the bottom surface of the base plate 66 and two support rails 67 installed to be symmetrically spaced apart from the upper ends of both sides of the base plate 66 by a predetermined distance , And the installation plate (61) is installed on the floor surface (14) so that the support rail (67) is positioned in the longitudinal direction of the foundation structure (10).
The method of claim 1,
Characterized in that the upper panel (23) of the flood wall is further provided with a close-up anti-departure prevention groove (26) into which the close-up stand (62) of the hydraulic cylinder is inserted.
The method of claim 1,
The water level sensing unit 70 includes a water level sensing body 71 into which the river water flows into the interior by the inlet passage 76 and a vertical water level sensing body 71 fixedly installed inside the water level sensing body 71, And a guide bar 73 installed vertically in the water level sensing pipe 72. The guide bar 73 is inserted into the guide bar 73 and is inserted into the guide bar And a fixing stopper (75) for fixing the upper and lower ends of the guide bar (73) in the water level sensing pipe (72). Flooded wall system with a heavy load.

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