KR101064725B1 - Movable weir of submergence type - Google Patents

Abstract

The present invention relates to a submersible movable beam, so that the beam (으로) installed in the width direction of the river or river can be raised and lowered to prevent water flow in the entire section of the beam or to control the low water amount, the beam is required If not, the beam is lowered to the bottom of the river to be hidden, and the purpose of adding a variety of functions such as blocking the flow of river water, such as to pass through the river or river.
Submersible movable beam according to the present invention, the cross-sectional area is narrower toward the upper portion is made of being inserted into the lower portion and is installed in the base portion (1) which is formed in the direction across the river in the bottom of the river including the river 1 to 4th beam blocks (10, 20, 30, 40); It is installed between the first to fourth beam blocks and includes lifting means for stepping up and down the first to fourth beam blocks, wherein the lifting means are left and right that the two links are hinged and connected to each other through a connecting rod It consists of two sets of elevators 51 and 52, and one or more actuators for elevating the platform.

Description

Submersible movable beams {MOVABLE WEIR OF SUBMERGENCE TYPE}

The present invention relates to a submersible movable beam, and more specifically, to allow the beam (설치) installed in the width direction of the river or river to be raised and lowered so as to block or overflow the water in the entire section of the beam to control the amount of water If the beam is not needed, the beam is lowered to the bottom of the river to be hidden and the size of the submersible movable beam is reduced to facilitate the construction, and thus the flow of the river or river is blocked along with the function of blocking the flow of the river water. It relates to a submersible movable beam with various functions such as can be.

In general, as a structure to block the waterway, such as rivers or rivers, the beam is installed in the width direction of the river or river, and the water gate is installed in the middle of the beam to selectively open and close the water gate to control the water storage.

However, the upstream and downstream of the beam is blocked by the beam, there is a problem that the upstream and downstream movement is not smooth.

In other words, the upstream water is always available only through the water gate in order to flow downstream, and in the case of a ship, which is a vehicle, there is a problem that the source is blocked by a beam.

In order to solve this problem, there is patent application No. 2009-0098188 filed by the present applicant (submersible beam).

The submersible beams allow the beams installed in the width direction of the river or the river to be lowered so that water can be controlled by blocking the waterway in the entire section of the beams or overflowing, and when the beams are not needed, the bottom of the rivers There is an effect that can be hidden to the inside to hide.

Conventional submersible beams derive the aforementioned effects, but the beam blocks are installed through the respective lifting means to increase the overall size (height) of the submersible beams, and thus the construction is difficult because the amount of digging or concrete pouring at the bottom of the river increases. In addition, there is a disadvantage in terms of protecting the river ecosystem by restricting the movement of the fish by only performing the function of the beam blocking the river.

The present invention is to solve the problems as described above, so that the beam (洑) installed in the width direction of the river or river to be raised and lowered so as to block the water path in the entire section of the beam or to overflow to control the low water volume If the beam is not needed, the beam is lowered into the bottom of the river to be hidden, but the structure is simplified by elevating the multi-stage beam blocks through a single lifting means. The purpose of the present invention is to provide a submersible movable beam with various functions, such as being able to pass through rivers.

In addition, another object of the present invention is to allow fish that inhabit rivers to move freely.

Still another object of the present invention is to provide a large space for performing a water performance based on a submersible movable beam.

Submersible movable beam according to the present invention for achieving the object as described above, is formed in the direction across the river in the bottom of the river comprising a river is inserted into the bottom is arranged in the lower cross-sectional area toward the top A plurality of beam blocks installed on the foundation 1;

It is provided between each of the boblock, and lifting means for lifting each of the boblock,

The elevating means is composed of one or more stages of two sets of left and right two hinges are coupled to each other and connected to each other through a connecting rod, forcibly folded by one or more actuators, disposed between the plurality of beam blocks While the upper part is supported on the ceiling of the highest block of the beam blocks, the lower part is supported on the bottom of the base portion is characterized in that the lifting of the plurality of beam blocks in multiple stages.

The present invention is characterized in that it includes a fish can move the fish inhabiting the river.

The present invention is characterized in that it comprises an award-winning venue that provides a large space in connection with the block.

The non-slip treatment plate is installed on the upper surface of the block of the highest bobble.

According to the submerged movable beam according to the present invention, the movable beam is moved up and down to adjust the level of the river or river, and if it is not necessary, the movable beam is settled into the river bed to solve the obstacle function originally possessed by the beam. In this case, the multi-stage beam blocks can be lifted and lifted through a single lifting means to greatly reduce the size of the submersible movable beams, thus reducing the amount of trenches or concrete placed on the river floor to shorten the air construction. In addition, it is possible to facilitate the flow of rivers using movable beams, as well as to control the level of river water, and to easily configure an award-winning performance hall based on movable beams. It can increase.

In addition, it is possible to induce the ecological environment of the river by allowing the fish inhabiting the river water to move at all times regardless of the height of the boblock in conjunction with the lifting and lowering of the boblock.

In addition, by providing a water space in a large space based on the block, the submersible movable beam can also be used as a performance hall in addition to the function can be improved.

1 is a perspective view of a submersible movable beam according to the present invention.
Figure 2 is a side view of the submersible movable beam according to the present invention.
3 is a front view of the submersible movable beam according to the present invention.
Figure 4 is a side view of the submerged movable beam descended according to the present invention
Figure 5 is a partial perspective view showing the lifting means applied to the submersible movable beam according to the present invention.
Figure 6 is a perspective view of the plate is applied to the submersible movable beam according to the present invention.
Figure 7 is a perspective view of the submersible movable beams according to the present invention applied to the venue.
8 is another exemplary view of the water stage applied to the submersible movable beam according to the present invention.
9 and 10 are a perspective view and a side view to which the fish is applied to the submersible movable beam according to the present invention, respectively.

As shown in FIGS. 1 to 3, the submersible movable beam 100 according to the present invention is installed on the underwater bottom surface of a river or a river (hereinafter, referred to as 'river' as an example). To this end, the foundation 1 is constructed at the bottom of the river. The foundation 1 is made through concrete pouring, precast concrete blocks, and the like.

The submersible movable beam 100 is composed of a plurality of beam blocks (first, two, three, four beam blocks 10, 20, 30, 40 will be described as an example).

The first to fourth beam blocks 10, 20, 30, and 40 are stacked while going upward from the fourth beam block 30.

The first to fourth beam blocks 10, 20, 30, and 40 are in the form of a plate, and the first beam blocks 10 are formed at both front and rear sides of the upper horizontal portion 11 and the horizontal portion 11 (constructing the construction state. It is composed of the inclined portion 12 respectively formed on the upstream side and the downstream side as a reference. The inclined portion 12 may be formed to be inclined downward.

The second beam block 20 is erected at the bottom portion 21, front and rear sides of the bottom portion 21, respectively, to form a space into which the first beam block 10 is inserted, and an upper end portion of the side wall 22. In each of the inclined portion 23 is extended to be inclined to spread toward the lower portion.

The third beam block 20 is erected at the bottom 31, front and rear sides of the bottom 31, respectively, the side wall 32 and the upper end of the side wall 32 to form a space for the second beam block 20 is inserted In each of the inclined portion 33 is extended to be inclined so as to open toward the lower portion.

The fourth beam block 40 is erected from the bottom portion 41, front and rear sides of the bottom portion 41, respectively, to form a space in which the third beam block 30 is inserted, and an upper end portion of the side wall 42. Each of the inclined portion 43 is extended to be inclined so as to open toward the lower portion.

That is, FIG. 2 is a state in which the submersible movable beam 100 intercepts a river to desalination of the river water, and FIG. 4 is a state in which the submersible movable beam 100 is inserted into the bottom to discharge the river water, and the first to fourth beams. The blocks 10, 20, 30 and 40 are lifted by the lifting means 50.

The first to fourth beam blocks 10, 20, 30, and 40 may be configured to have a slope in which the inclined portions 12, 23, 33, and 43 are arranged in a straight line, and thus the submersible movable beam 100 may be viewed as a single structure. have.

That is, the first to fourth beam blocks 10, 20, 30, and 40 may be divided into the first beam block 10 having the highest structure and the remaining second to fourth beam blocks 20, 30, and 40. Can be. Therefore, when the submersible movable beam 100 is composed of two stages, the first beam block 10 and the second beam block 20 are made of only one, and when the five beams or more are composed of the first beam block 10 and the first beam block 10. The beam block having the same structure as that of the two beam blocks 20 is further configured.

Although the first to fourth beam blocks 10, 20, 30, and 40 are shown in the form of a plate, the first beam block 10 will be subjected to a load during the passage of the river, so concrete does not cause bending deformation or the like. It may be a structure.

According to the present invention, the first to fourth beam blocks 10, 20, 30, and 40 are provided through one lifting means 50 so that the size (height) of the submersible movable beam 100 is not increased by the lifting means 50. For this purpose, the inclined portion 12 of the first beam block 10 and the inclined portion 23 (or the side wall 22) of the second beam block 20 have a locking structure (first and second beam blocks ( 10 and 20, respectively, the locking jaw is formed in the corresponding end is connected to each other by the locking jaw, the water supply member is installed so that the river water does not flow through the locking jaw). That is, when the submersible movable beam 100 rises, the first beam block 10 first rises, and when the first beam block 10 rises, the first beam blocks 10 are completed on the locking structures of the first and second beam blocks 10 and 20. As a result, the second beam block 20 is caught by the first beam block 10 and ascends with the first beam block 10, and the second beam block 20 is moved by the weight of the submersible movable beam 100 when it descends. It descends and then the 1st beam block 10 descends.

Connection structure of the second beam block 20 and the third beam block 30, the connection structure of the third beam block 30 and the fourth beam block 40, the first beam block 10 and the second beam block It is the same as the connection structure of (20).

That is, when the submersible movable beam 100 descends to the floor, the first to fourth beam blocks 10, 20, 30, and 40 overlap with each other as shown in FIG. 4, and thus are reduced to only the height of the first beam block 10. The foundation 1 can be thin, and therefore workability is improved.

The first to fourth beam blocks 10, 20, 30, and 40 may be made of any material that is not deformed by water pressure without being corroded by river water, and made of transparent material to visually check the river water. It may be.

The lifting means 50 lifts the first to fourth beam blocks 10, 20, 30, and 40 as one, and a jack method is preferred to minimize the height of the lifting means 50 itself.

For example, the elevating means 50 is composed of one or more stages (shown as two stages in the drawing) consisting of two sets of left and right pairs of two links hinged and connected to each other through connecting rods. , A configuration that is forcibly folded by an actuator such as one or more hydraulic cylinders 53. The hydraulic cylinder 53 is connected to the connecting rod when the platform 51 and 52 are composed of two sets of left and right. It is preferable that rollers (wheels) are installed at the ends of the platform 51 and 52 in order to minimize friction between the first beam block 10 and the base 1.

Such elevating means 50 is installed along the longitudinal direction (the width direction of the river) of the submersible movable beam 100, and shown in the drawings two by way of example.

The elevating means 50 has a lower portion supported at the bottom of the base 1 and an upper portion supported at the ceiling of the first beam block 10. Therefore, through holes are formed in the bottom portions 21, 31, and 41 of the second to fourth beam blocks 20, 30, and 40 for the installation of the elevating means 50, respectively. As shown in FIG. 4, the elevating means 50 is configured to be inserted into the first beam block 10 while the submersible movable beam 100 is lowered, thereby further securing unnecessary space by the elevating means 50. Or the first to fourth beam blocks 10, 20, 30, and 40 do not need to be excessively large.

When all of the first to fourth beam blocks 10, 20, 30, and 40 formed as described above are lowered and inserted into the base 1, the shutter device 200 covering the open upper portion of the base 1 is provided. Can be prepared.

The shutter device 200 is to prevent foreign substances such as sand or gravel from entering the base 1, and is composed of a cover plate and driving means for driving the cover plate. The cover plate may be driven by forward and backward or rotation to open and close the base unit 1, and a detailed description thereof will be omitted since the structure of the cover plate may be sufficiently implemented by those skilled in the art.

As shown in FIG. 6, the submersible movable beam 100 according to the present invention may not only freshwater river water using the first to fourth beam blocks 10, 20, 30, and 40, but also the first beam block. The answer board 60 is comprised so that the river may pass (cross) using the upper surface of (10).

The answer plate 60 may be in the form of a plate whose upper surface is non-slip (for example, an uneven structure), and is installed to be replaced on the upper surface of the first beam block 10 through a fastener or the like.

The answer plate 60 may be stored in a rolled form as a flexible material without causing corrosion by river water, and may be cut and used to fit the length of the first beam block 10. It may be connected in series to fit the length of the block 10.

The answer plate 60 may be installed to protrude on the surface of the first beam block 10, or may be installed in the answer plate mounting groove by forming an answer plate mounting groove having an upper portion opened in the first beam block 10. Even if the answer plate (60) is installed in the answer plate mounting groove, because it will pass on the non-slip top surface of the answer plate (60) to prevent slipping during the passage, and also because the answer plate (60) is not pushed out of the answer plate mounting groove Slip can be prevented more reliably. The answer plate 60 derives an effect that may give a feeling of a fox through the irregularities when the river water flows when the upper surface is an irregular structure.

And, the answer plate 60 may provide a space for a performance or a space for rest as well as a passage for a passage, but it should be made as an area for a performance or a rest. On the other hand, there will be a limit to widen the area of the answer plate 60, and at this time is configured to be installed a separate space providing means to provide a space for performances or rest. In order to fix the space providing means, the answer plate 60 is provided with one or more fixing parts 61. Fixing portion 61 may be in the form of a groove so that the space providing means can be fastened through a fitting or fastener. The space providing means may be a plate having an area for a performance or a rest. For example, as shown in FIG. 7, the award-winning venue 300 may be installed based on the answer plate 60, and the award-winning concert hall 300 may be installed through the fasteners or protrusions coupled to the fixing unit 61. It is installed at 60) to provide a spacious space for performing in the water.

A handrail may be detachably coupled to the answer plate 60 or the first beam block 10 so as to prevent accidents falling in freshwater and the like and pass psychologically and comfortably when passing along the answer plate 60. The handrail may be fitted to the fixing part 61.

The action of the submersible movable beam according to the present invention is as follows.

As shown in FIG. 2, in the state in which the first to fourth beam blocks 10, 20, 30, and 40 of the submersible movable beam 100 of the present invention are raised, the river water does not overflow and the river water is freshwater upstream.

When the discharge of fresh water or the level of fresh water is lowered, the height of the submersible movable beam 100 is lowered. For example, when the hydraulic cylinder 53 of the elevating means 50 is lowered, the fourth beam block 40 is first operated. ) Is lowered into the base 1 and the first to third beam blocks 10, 20, and 30 remain in an upright position. Subsequently, when the hydraulic cylinder 53 is lowered and operated, the third beam block 30-the second beam block 20-the first beam block 10 are lowered in order, thereby bringing the state of FIG. In the submersible movable beam 100, all of the first to fourth beam blocks 10, 20, 30, and 40 may be inserted into the base portion 1, and the first to fourth beam blocks 10, If the upper surface of the upper first beam block 10 is lowered to a desired height while the 20, 30, 40 is lowered, the descending of the submersible movable beam 100 may be stopped. The first to fourth beam blocks 10, 20, 30, and 40 are in the reverse order of the above, that is, the first beam block 10-the second beam block 20-the third beam block 30-the fourth beam block. It may descend in the order of (40). Also, the first beam block 10-the second beam block 20-the third beam block 30-the fourth beam block 40 may descend simultaneously.

As such, when the submersible movable beam 100 descends, the elevating means 50 is inserted into the first beam block 10 so that it does not require an excessively large space than the first beam block 10.

When the shutter device 200 is applied, the base unit 1 is blocked through the shutter device 200 after the submersible movable beam 100 is completed.

As such, when the height of the submersible movable beam 100 is lowered, the river water of the upstream side is discharged to the downstream beyond the submersible movable beam 100 because it does not disturb the flow of the river water. At this time, since the river water may flow like a stream through the answer plate 60, it may produce a friendly atmosphere.

When the discharge of the river water is completed, the first to fourth beam blocks 10, 20, 30, and 40 may be raised to desalination of the river water, and the rise of the first to fourth beam blocks 10, 20, 30, and 40 may be increased. It may be in the reverse order to the above-mentioned descent. That is, the first beam block 10-the second beam block 20-the third beam block 30-the fourth by the locking structure between the first to fourth beam blocks 10, 20, 30, 40 Ascending in the order of the boblock 40.

On the other hand, as shown in Figure 2 in the fresh water of the river plate 60 is exposed to the outside of the river water, therefore, can step on the plate 60 and pass through the river. When passing through the answer plate 60 can pass through the non-slip top surface of the answer plate 60 without slipping, and can pass more safely if the handrail is installed.

FIG. 7 is an exemplary view in which an aquatic performance hall 300 is provided in the submersible movable beam 100 of the present invention. As shown in the drawing, the aquatic performance hall 300 is fixed to the fixing part 61 of the answer plate 60. It is possible to install the water performance hall 300 of a larger area (60).

8 illustrates another example of the award-winning venue 300, the award-winning venue 300 having a pull-out type inside the first beam block 10. The first beam block 10 has an accommodating groove 13 formed therein, and the award-winning performance hall 300 is accommodated in the accommodating groove 13 and then drawn out if necessary. Here, only the storage of the award-winning venue 300 has been described, but a cover for covering the receiving groove 13, a locking device of the cover, and the like may also be configured together, and also, so that the award-winning venue 300 may be maintained in the drawn state. Support may also be configured.

The submersible movable beam according to the present invention is equipped with a fishery for the protection of the river ecosystem.

As shown in Figure 9 and Figure 10, the fishery 400 is to allow the fish inhabiting the river can move up and down, etc., one side is connected to the first beam block 10 by the hinge 410, the other side is the base portion It is reciprocally slidably connected to the guide rail 420 of (1). That is, as one side of the fish 400 rotates through the hinge 410 as the submersible movable beam 100 moves up and down, the other side moves along the guide rail 420 so that the angle is changed. The fish can move downstream along the ado 400 beyond the first beam block 10, at this time, because the fish 400 moves in conjunction with the height of the submersible movable beam 100 of the fish at any water level You can guide the movement.

In addition, an upper surface of the first beam block 10 may have a fish 14 communicating with the fish 400. The fishing vessel 14 is in the form of a groove having an upper portion to allow upstream fresh water and fish to enter the fishery 400. Here, the cover 15 is coupled to the upper portion of the fish 14 in order to prevent it because it may fall into the fish 14 when passing on the first beam block 10. The cover 15 is installed to replace the first beam block 10 through a fastener, and may be made of transparent acrylic so that the fish 14 can be seen.

1: foundation part, 10, 20, 30, 40: first to fourth beam block
50: lifting means, 60: reply
200: shutter device, 300: water performance hall

Claims (12)

A plurality of beam blocks are installed in the base portion (1) formed in a direction crossing the river in the bottom of the river including a river and is formed in a chain to be inserted in the lower portion as the cross-sectional area is narrower toward the top; ;
A lift means installed between the beam blocks and stepping up and down the beam blocks;
The elevating means is hingedly coupled to the two links are arranged in the through-hole formed in the plurality of beam blocks and the upper portion is supported by the ceiling of the highest beam block of the plurality of beam blocks while the lower portion is supported on the base portion And one or more stages that are provided, including an actuator for forcibly folding the platform to elevate the beam blocks step by step. A plurality of beam blocks are installed in the base portion (1) formed in a direction crossing the river in the bottom of the river including a river and is formed in a chain to be inserted in the lower portion as the cross-sectional area is narrower toward the top; ;
Lifting means installed between the beam blocks and stepping up and down the beam blocks;
It is disposed on the downstream side of the boblock inclined so that one side is connected to the boblock and the other side is connected to the base portion and includes an airway 400 for guiding the movement of the fish upstream and downstream,
The elevating means is hingedly coupled to the two links are arranged in the through-hole formed in the plurality of beam blocks and the upper portion is supported by the ceiling of the highest beam block of the plurality of beam blocks while the lower portion is supported on the base portion And one or more stages that are provided, including an actuator for forcibly folding the platform to elevate the beam blocks step by step. A plurality of beam blocks are installed in the base portion (1) formed in a direction crossing the river in the bottom of the river including a river and is formed in a chain to be inserted in the lower portion as the cross-sectional area is narrower toward the top; ;
Lifting means installed between the beam blocks and stepping up and down the beam blocks;
Comprising a larger area than the boblock in the boblock and is installed in the boblock includes a water stage 300 to provide a space for water performances,
The elevating means is hingedly coupled to the two links are arranged in the through-hole formed in the plurality of beam blocks and the upper portion is supported by the ceiling of the highest beam block of the plurality of beam blocks while the lower portion is supported on the base portion And one or more stages that are provided, including an actuator for forcibly folding the platform to elevate the beam blocks step by step.
A plurality of beam blocks are installed in the base portion (1) formed in a direction crossing the river in the bottom of the river including a river and is formed in a chain to be inserted in the lower portion as the cross-sectional area is narrower toward the top; ;
Lifting means installed between the beam blocks and stepping up and down the beam blocks;
An airway 400 disposed to be inclined at a downstream side of the beam block so that one side is connected to the beam block and the other side is connected to the base portion to guide the movement of the fish on the upstream and downstream sides;
Comprising a larger area than the boblock in the boblock and is installed in the boblock includes a water stage 300 to provide a space for water performances,
The elevating means is hingedly coupled to the two links are arranged in the through-hole formed in the plurality of beam blocks and the upper portion is supported by the ceiling of the highest beam block of the plurality of beam blocks while the lower portion is supported on the base portion And one or more stages that are provided, including an actuator for forcibly folding the platform to elevate the beam blocks step by step. 5. The beam block according to claim 1, wherein the highest block of the plurality of beam blocks comprises a horizontal portion of an upper portion and an inclined portion formed on both front and rear sides of the horizontal portion, and the highest of the beam blocks. The rest of the block blocks, except for the block of the place, are respectively extended to the bottom portion, the side wall is formed in each of the front and rear sides of the bottom portion to form a space for inserting the upper end of the block block and inclined toward the bottom at the upper end of the side wall, respectively Submersible movable beam characterized in that the inclined portion is connected in series. According to claim 2 or claim 4, The fish is one side is connected to the beam block hinge 410, the other side is installed on the guide rail 420 formed on the base so as to reciprocally move the angle of lifting the beam block Submersible movable beam, characterized in that is adjusted. The submersible movable beam according to claim 6, wherein a fishery communicating with the fishery is formed in the fishery block to which the fishery is connected. The submersible type according to claim 7, wherein the fishing vessel 14 is formed in the form of a groove in which an upper portion of the fishing block is opened in the highest one of the beam blocks, and a cover 15 is installed in the upper portion of the fishing block. Movable beam. The submersible movable beam of claim 8, wherein the cover is made of a transparent material so as to see the fish moving along the fish. The method according to claim 5, characterized in that the upper surface of the plurality of beam blocks disposed on the top of the block is disposed on the upper surface includes a non-slip answer plate 60, and configured to pass through the submersible movable beam stepping on the answer plate Submersible movable beam. The submersible movable beam according to claim 3 or 4, wherein an accommodating groove is formed in the boblock, and the water stage is accommodated in the accommodating groove. The submersible movable beam of claim 3 or 4, wherein the aquatic performance hall is detachably fixed to an upper surface of a boblock arranged at the highest of the boblocks.

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