KR20060093901A - Method for constructing pool-type and waterway-type fish passage using i-shaped fish passage blocks having skip-flowing part and non-skipped flowing part - Google Patents

Abstract

        In the present invention, a structure such as a dam or a beam is installed in a river, and depletion of fish resources due to destruction of an ecosystem of a river generated by benthic species such as fish, teapots, crabs, etc., does not move freely up and down the stream. In order to prevent the extinction of benthic species, fishes and benthic species can spawn and descend freely in rivers by installing fish in the dam or beams installed using the type I ado block installed with the overflow and non-flow overflows simultaneously. It relates to a construction method of pool type and aqueduct type fish using the type I adobe block installed with the overflow and non-overflow parts to prevent extinction of fish stocks and benthic fish species.

Description

Method for constructing pool-type and waterway-type fish passage using I-shaped fish passage blocks having skip-flowing part and non-skipped flowing part}

        1 is a view showing an A type I type block which is an I type block of the present invention.

        2 is a view showing a type B block of the type I block of the present invention.

        Figure 3 is a view showing the construction of a channel type ado using the type B block of the present invention.

        4 is a view showing the construction of a pool (Pool) type using the A type I type block of the present invention.

        Figure 5 is a cross-sectional view showing a cross-section of the channel or pool type construction constructed using the type A or B type I type block of the present invention type I block.

        <Description of the symbols for the main parts of the drawings>

          10: Type I block 11: Reinforcing bar

          12: submerge 13: subsidiary

          14: lower plane portion 15: lower extension portion

          16: abdomen 17: overflow

          18: interlacing portion 19: upper flat portion

          20: upper extension

          30: Type A Type Adobe Block

          40: B type I type block

          50: waterway type ado 51: upstream

          52: foundation 53: floor concrete

"형 도수로 옹벽 55 : 하류 54: "

Recession retaining wall 55: downstream

          56: beam or dam 57: upstream water level

          58: downstream water level 59: underwater water level

          60: Pool type fish

          70: Associates High School 71: Associates High Block

          72: Pumpkin Filled

          The present invention is a depletion of fish resources due to the destruction of the ecosystem of the rivers generated by the structure of the dam or beams installed in the rivers, such as fish and sedimentary species such as sewage, crab, etc. do not move freely up and down the stream In order to prevent the extinction of benthic species, fishes and benthic species can spawn and descend freely in rivers by installing fish in the dam or beams installed using the type I ado block installed with the overflow and non-flow overflows simultaneously. In order to prevent extinction of fish stocks and benthic species, and to protect ecotourism resources and maintain natural rivers where various species can live, Type I adobe blocks are installed with overflow and overflow. It relates to the construction method of pool type and channel type furnace.

        The type I ado block of the present invention is classified into A type and B type, and it is manufactured to install a pool type fish using a type A block and a water channel type fish using a B type block. .

        The A type block of the I type block is made of type I as a whole, but the lower extension portion formed by extending a predetermined length to both sides is formed at the lower part of the abdomen, and the lower extension portion is installed by installing a lower flat portion such that a flat surface is formed. To have a sense of stability at the time, the lower extension portion of a certain diameter of the reinforcing bar is installed so as to project a plurality of left and right, and the abdomen is installed in the abdomen while the lock is closed by a sediment more than a certain number of secondary To form a, and in the center of the upper abdomen to form a certain length of interlacing portion, but to form a top surface portion to form a flat surface on the upper side while forming an upper extension formed on both sides of a certain length from the upper abdomen, The upper part of the abdomen, which is on both sides of the part, forms a overflowing part. To ensure that one sex will naturally not overflow vortex is formed when the river water overflow,

         The B-type block is manufactured in I type as a whole, but the lower extension part formed by extending a predetermined length to both sides is formed at the lower part of the abdomen, and the lower extension part has a lower flat part formed so that a flat surface is formed to have stability during installation. In the lower extension portion, a plurality of deformed steel bars having a predetermined diameter are installed to protrude from side to side, and a plurality of auxiliary lock holes are formed in a predetermined number or more in preparation for the case in which the lock hole is closed by a deposit. And, on one side of the upper abdomen to form a non-intercontinent part of a certain length to form an upper extension portion extending from the upper part of the abdomen to a predetermined length on both sides to form an upper flat portion to form a flat surface on the upper side, The upper part of the abdomen forms a overflow, but a rounded surface is formed To to be produced so that the overflow is not naturally vortex is formed when the river water overflow.

        The method of constructing the airway using the A, B type blocks is as follows.

"형 도수로 옹벽을 다수개 설치하고, Across the stream, to form a space in a part of the structure where the dam or beam is installed,

"You can install multiple retaining walls

"형 도수로 옹벽내에 다수개의 I형 어도블록을 일정한 간격을 두고 다수개 설치하고, remind "

"A plurality of I-type aeroblocks are installed in the retaining wall at regular intervals,

"형 도수로 옹벽내에 설치될 때 일정한 간격을 두고 설치된 I형 어도블록간의 하부 연장부와 하부 연장부와의 사이에 상기 하부 연장부에 일정길이 돌출 연장형성된 이형철근끼리 철근을을 이용하여 접속하면서 바닥 철근을 배치한 후에 바닥 콘크리트를 타설양생하고, The type I block is "

When installed in the retaining wall of the "type raceway", the reinforcing bars formed by protruding a certain length of the lower extension portion between the lower extension portion and the lower extension portion between the I-type fish blocks installed at regular intervals are connected by using reinforcing bars. After placing the reinforcing bars, pour curing of the floor concrete,

        Installing a waterway-type or pool-type fishery by installing a fishery-heavy meat which installs a certain size of amber stones between the fishery-soaking blocks, while installing a swelling height-block in the downstream side of the fishery. It is installed through the process.

        The fishery of the present invention is a repair structure for helping to spawn, while moving up and down the streams in small, descent, depending on the characteristics of various fish species because the movement of the fish is blocked by dams, beams, etc. artificially installed in the river. It is the up and down movement passage of the fish family.

        In general, the types and types of fish are pool type ice harbor type, vertical slot type, and submerged type, and the waterway type includes conductive wall type, artificial underpass type, and flat channel type, and the operation type is elevator type, lock type, There is a lift type.

        The above-mentioned fishes are installed in a structure that blocks the stream as described above, so that the migratory fish can grow and spawn while freeing rivers, rivers, etc. to prevent the extinction of the ecosystem while preventing the extinction of fish species. Due to the lack of establishment of structures or related laws, detailed design guidelines, and standards for preventing such fishes, fishes are installed in accordance with the detailed instructions created at the time as needed. As it is possible to install the existing fishery, the establishment of detailed guidelines on fishery facilities is urgently needed, and related technology development is also required.

        In addition, many different types of fish have been installed until now, but the fish have to be installed through the proper method of construction and the type of fish suitable for the river by grasping the flow conditions, ie, the flow conditions of domestic rivers. However, if the slope of the fish is too steep, the flow rate is fast, and the fish is difficult to catch, if the depth of leap is not secured, the depth of the entrance and exit is not secured. It takes only a large number of people who can't approve, that is, they can't function as a fish, and only a few perform the fish's function normally. Excessive fishing cost and construction after construction Economic difficulties due to factors such as difficulty in management and insolvency due to concrete pouring This document has to be very difficult to install even linger effectively.

        The present invention has been proposed to improve the above problems, I-shaped A, B-type type I block is a block provided with the overflow portion and the non-overflow portion in one block, if installed in the river using this,

        -Enough depth and space for the fish family

        -Benthic fish, fish and weak fishes can move freely,

        -Simple structure and easy construction

        -If a portion of the bottom of the island is deposited by the sediment to block the lock in the abdominal cavity of the type I block is installed a plurality of auxiliary locks near the lock to prevent the situation of benthic fish family movement,

        -A fishery function that allows fish to gather at the inlet of the estuary downstream, i.e., to prepare for a leap, and to maintain a constant flow rate to freely leap, and to prevent the river from being crushed. Connected with and installed in a certain area connected to the applicant's patent registration of the Associate Associates (Patent No. 0429846), and installs the Associate Associates filled with amber stone in the space in which the block is assembled It allows you to install a format that fits your needs.

        The present invention was developed by reinforcing the advantages of the pool type and the channel type fish, the installation cost using the I-type fish block of the present invention is half of the construction cost of the fish construction constructed in the pool (pool) type It can be installed by using only water, and it is possible to reduce the construction cost and functional aspects of the fish which frees the fish to fly freely upstream and downstream by solving the water loss of the waterway type and the uneven flow rate in the fish. To provide a construction method of pool type and waterway type using I type adobe installed with overflow part and interlaced oil part which can be satisfied.

        According to the present invention, the pool type fishhole 60 is formed using the A type block 30 of the I-type fishery block 10 formed by installing the overflow portion 17 and the non-flow overflow portion 18 together. Using a block 40 of the type relates to an installation method for installing the channel 50 of the fishery type.

        The A type block 30 of the I type block is manufactured as an I type as a whole, but the lower extension part 15 formed by extending a predetermined length to both sides is formed at the lower part of the abdomen 16, and the lower part of the lower extension part has a flat surface. The lower flat portion 14 to be formed to be installed to have a sense of stability in the installation, in the lower extension portion of the reinforcing bar 11 of a constant diameter is installed to protrude from the left and right, the abdomen 12 in the abdomen In the case of the installation is to close the closure by the sediment, in order to form a certain number of secondary locks (13), and in the center of the upper abdomen to form a certain length of interlacing portion (18) from the upper part of the abdomen to a certain length The upper planar portion 19 is formed to form a flat surface at the top while the extended upper part 20 is formed, and the overflow portion is formed on the upper part of the abdomen which is both sides of the non-flow overflow portion. (17) is formed so that a rounded surface is formed so that when the river water is overflowed, no swirling is formed and it naturally flows over.

         The B-type block 40 is manufactured in I type as a whole, but the lower extension part 15 formed by extending a predetermined length to both sides is formed at the lower part of the abdomen 16, and the lower extension part has a lower plane such that a flat surface is formed. The part 14 is installed so as to have a sense of stability in the installation, but the lower extension portion has a predetermined diameter of the reinforcing bar 11 is installed so as to protrude from the left and right, and the abdomen is installed in the abdomen 12, In order to be closed by the sediment to form a plurality of auxiliary perforations 13 or more of a predetermined number, the upper side of the abdomen formed a certain length of interlacing part 18 on one side of the upper abdomen, the upper part extending to a predetermined length on both sides While forming the extension part 20, the upper planar part 19 which forms the flat surface at the upper part is formed, and the overflow part 17 is provided in the upper part of the abdomen other than the said non-flow overflow part. It is to form a rounded surface is formed so that when the river water flows, it does not form a vortex and naturally flow.

        Using the A, B type blocks, the method of constructing the fish of the Pool type and the channel type is as follows.

"형 도수로 옹벽(54)을 다수개 설치하고, Across the stream, to form a space in a part of the structure where the dam or beam is installed,

Install a plurality of retaining walls (54)

"형 도수로 옹벽(54)내에 다수개의 I형 어도블록(10)을 일정한 간격을 두고 다수개 설치하고, remind "

"A plurality of I-shaped fish blocks 10 are installed in the retaining wall 54 at regular intervals,

"형 도수로 옹벽(54)내에 설치될 때 일정한 간격을 두고 설치된 I형 어도블록(10)간의 하부 연장부(15)와 하부 연장부(15)와의 사이에 상기 하부 연장부에서 일정길이 돌출 연장형성된 이형철근(11)끼리 철근을 이용하여 접속하면서 바닥 철근을 배치한 후에 바닥 콘크리트(53)를 타설양생하고, The type I block 10 is "

When installed in the retaining wall 54 of the " type raceway &quot; between the lower extension portion 15 and the lower extension portion 15 between the I-shaped fish blocks 10 installed at regular intervals, After placing the bottom reinforcing bar while connecting the deformed reinforcing bars 11 using reinforcing bars, the bottom concrete 53 is poured and cured.

        An associative root which is formed by filling the amber stone 72 having a predetermined size between the assembled and the eoso height block 71 while assembling and installing the erection height block 71 over a predetermined area on the downstream side 55 which is the lower portion of the esophagus. It is characterized by installing the airway 70 to install the waterway type 50 or the pool type fishery 60.

        Hereinafter, the configuration and effects of the present invention will be described in detail by the accompanying drawings.

        1 is a view showing an A type I type block, which is an I type block of the present invention, wherein the A type block 30 is manufactured as an I type as a whole, but has a lower portion formed by extending a predetermined length to both sides of the lower part of the abdomen 16. Extension portion 15 is formed, the lower portion of the lower extension is provided with a flat surface 14 so that the flat surface is formed to have a sense of stability in the installation, the lower reinforcement 11 of constant diameter in the lower extension It is installed so as to protrude from the left and right, and the abdomen 12 is installed in the abdomen to form a predetermined number or more of the auxiliary impingement 13 in case the closure is closed by the sediment, and in the center of the upper abdomen An upper flat portion 19 is formed to form a non-intercontinent portion 18 having a length, but an upper extension portion 20 extending from the upper part of the abdomen to a predetermined length on both sides, and having a flat surface formed thereon. To, and is one so that to ensure that the side with the round to form a month ryubu 17 in an upper portion of the both sides of the non-overflow portion formed abdominal overflow naturally not vortex is formed when the river water overflow.

        The position of the intersecting part 18 is to be installed to one side so as to be installed in the central portion of the abdomen of the I-type fish block 10, which can be selectively installed according to the flow rate of the river, which is a condition of the river.

        FIG. 2 is a view showing a type B block of type I that is an I block of the present invention. The lower extension part 15 is formed on the lower part of the abdomen 16 and is formed to extend a predetermined length to both sides. The lower extension portion is provided with a lower surface portion 14 so that a flat surface is formed to have a sense of stability during installation, but a plurality of deformed steel bars 11 having a constant diameter are installed to protrude from side to side in the lower extension portion. The abdominal cavity 12 is installed in the abdomen, so that a plurality of auxiliary submersibles 13 may be formed in a predetermined number or more in preparation for the case in which the latent plunge is closed by a sediment. 18) to form the upper flat portion 19 so that a flat surface is formed on the upper portion while forming the upper extension portion 20 extending from the upper part of the abdomen to a predetermined length on both sides. In addition, the upper part of the abdomen other than the non-flowing part is formed on the overflow part 17, so that the rounded surface is formed so that when the river water flows, it does not form a vortex and flows naturally.

"형 도수로 옹벽(54)의 내부에 일정한 간격을 두고 설치될 때 안정감을 가질 수 있도록 평평하게 설치한다.The width of the upper flat portion 19 of the non-flow overflow portion of the type A or B type I fish block 30 or 40 may be selectively installed according to conditions such as the width of the river, the flow rate, and the like. The planar portion may also serve as a stepping bridge that can cross across the esophagus, the lower planar portion being "

When installed at regular intervals inside the "type raceway retaining wall 54" is installed flat to have a sense of stability.

        In addition, by attaching a fish lamp to the abdomen of the type I eodo block, or a variety of patterns such as bending the abdomen of the abdomen to provide a space for the fishery function and fish species to rest before leap, The flow rate is so small that you can swim and leap with a gentle flow rate.

        Figure 3 shows the construction of the channel type fish using the B type I type block of the present invention, Figure 4 shows the construction of a pool (Pool) type using the type A type of fish block of the present invention 5 is a cross-sectional view showing a cross section of a channel or a pool type fish constructed using the A type or the B type I type block, which is the I type block of the present invention. Pool type and channel type of fish are generally installed on the side of the river, that is, on the side of the dam or beam installed across the river. The construction method is as follows.

"형 도수로 옹벽(54)을 다수개 연결설치하고, Across the stream, to form a space in a part of the structure where the dam or beam is installed,

Install a plurality of retaining walls (54)

"형 도수로 옹벽내에 다수개의 I형 어도블록(10)을 일정한 간격을 두고 다수개 설치하고, remind "

"A plurality of I-shaped block 10 is installed in the retaining wall at regular intervals,

"형 도수로 옹벽(54)내에 설치될 때 I형 어도블록의 하부연장부와 하부 연장부와의 일정한 공간부내에 양측에 설치된 상기 하부 연장부에서 일정길이 돌출 연장형성된 이형철근(11)끼리 철근을 이용하여 접속하면서 바닥 철근을 배치한 후에 바닥 콘크리트(53)를 타설양생하여 상기 I형 어도 블록(10)의 하부 연장부(15)끼리 연결하도록 하고, The type I block 10 is "

When the reinforcing bar 11 is formed in the retaining wall 54, the reinforcing bars 11, which protrude to a certain length from the lower extension parts provided on both sides in a constant space between the lower extension part and the lower extension part of the I-type fish block, After placing the bottom reinforcement while connecting by using the floor concrete 53 to pour cured to connect the lower extension portion 15 of the I-type fish block 10,

        While assembling and installing the erection height block 71 over a predetermined area on the downstream side of the eocheop, the erection root height 70 is installed to fill the amber stone 72 of a certain size between the assembled erection height blocks To install a channel or pool type of fish.

"형 도수로 옹벽은 저면부와 저면부에서 양측으로 일정길이 연장된 지점에서 상부로 일정길이 높게 설치된 벽체로 이루어진 일정한 길이를 갖는 전체적으로 "

"형태를 갖는 것으로서, 상기 옹벽을 경사지 면에 설치할 때 상호 밀실하게 설치하여 흘러내리거나 유입된 물에 의하여 유실되는 현상이 발생되지 않도록 한다.remind "

"Type raceway retaining wall is a whole with a certain length consisting of a wall installed at a certain length from the bottom and the point extending a certain length from the bottom to both sides."

"As having a shape, when the retaining wall is installed on the inclined surface, it is installed in a tight manner so that the phenomenon that the retaining wall is not lost due to the flowing or flowing water does not occur.

        As mentioned above, type I block has type A and type B, so it is either pool type or channel type fish depending on which type of block is installed. It is not divided how to install separately, and the cross-sectional view is also the same, except that the non-overflow part is divided into one or more, so the cross-section is also described as one.

        When deposits are accumulated between the type I block and the type I block of the fish which have been constructed by the above method, previously, various types of protrusions are formed on the bottom, and the sediments should be removed by manpower. It is easy to remove the sediment by using the machine, so it is convenient for the aftercare.

        In general, the installation position of the fish is the side of the river, which is installed on the side of the dam or beam that is located across the river at a certain distance from the center of the fish. However, according to the habit of moving upstream and downstream of the river, the fishery is installed at a part away from the center of the river rather than the center of the river.

        The present invention is to install the type of fish that fits the conditions such as the flow and size of the river using various types of fish block, all kinds of fish and benthic fish species naturally up and down the river as Enriching the environment, creating a natural ecological environment, and installing the fishery block simply by assembling and installing the fishery block will make the ecological crab of the river economically and effectively effective for the fishery installation cost less than half of the existing fishery installation cost. It is the construction method of the fishery type of the full type and the waterway type using the I type adorning block to enrich.

Claims (4)

        In the method of installing the fish to free the movement of fish in the river, Across the stream, to form a space in a part of the structure where the dam or beam is installed,

"You can connect several retaining walls remind "

"A plurality of I-type aeroblocks are installed in the retaining wall at regular intervals, The type I block is "

When installed in the retaining wall of the "type raceway", the bottom reinforcing bars are connected by using reinforcing bars which are formed by protruding a predetermined length from the lower extensions installed on both sides in a constant space between the lower extension of the I-type block and the lower extension. After placing the pour cured floor concrete to connect the lower extensions of the I-type fish block,         While assembling and installing the erection height block over a certain area on the lower side of the oesophagus, the erection height is installed to fill and place a amber stone of a certain size between the assembled erection height blocks. Construction method of pool type and waterway type using I type fish block equipped with overflow and non-overflow part, which is characterized by installing fish.         The method of claim 1,         Of the type I block, the A type block is manufactured as an I type as a whole, but a lower extension part formed by extending a predetermined length to both sides is formed at the lower part of the abdomen, and a lower flat part is installed to install a lower surface of the lower extension part. To have a sense of stability at the time, the lower extension portion of a certain diameter of the reinforcing bar is installed so as to project a plurality of left and right, and the abdomen is installed in the abdomen while the lock is closed by a sediment more than a certain number of secondary To form a, and in the center of the upper abdomen to form a certain length of interlacing portion, but to form a top surface portion to form a flat surface on the upper side while forming an upper extension formed on both sides of a certain length from the upper abdomen, On the upper part of the abdomen, which is on both sides of the part, a overflowing part is formed. Construction method of pool type and waterway type using I type fish block equipped with overflow part and non-overflow part, which is characterized by the fact that the true surface is formed so that the stream flows naturally without swirling when the river water flows. .         The method of claim 1,         Among the I-type aeroblocks, the B-type block is manufactured as an I-type as a whole, but a lower extension part formed by extending a predetermined length to both sides is formed at the lower part of the abdomen, and a lower flat part is installed to install a lower surface of the lower extension part. In order to have a sense of stability at the time of installation, a plurality of deformed steel bars having a constant diameter are installed to protrude from side to side, and the abdomen is installed in the abdomen while a plurality of predetermined numbers or more are prepared for the case when the latent air is closed by the sediment. To form an auxiliary latent, and on one side of the upper abdomen to form a certain length of interlacing portion, but to form a top surface portion to form a flat surface on the upper side while forming an upper extension formed on both sides of the upper part of the abdomen, The overflow part is formed in the upper part of the abdomen except the intercontinental part The pool type and the channel type using the I-type fish block installed with the overflow part and the non-overflow part are characterized by the fact that the rounded surface is formed so that when the river water flows, the swirl flows naturally. Construction method.         The method of claim 1, remind "

"Type raceway retaining wall is a whole with a certain length consisting of a wall installed at a certain length from the bottom and the point extending a certain length from the bottom to both sides."

"Pool type and waterway type construction method using I-type fish block provided with the overflow part and the non-flow part characterized by having a form.

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