KR100774593B1 - Working method of water tank - Google Patents

Working method of water tank Download PDF

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Publication number
KR100774593B1
KR100774593B1 KR1020060070432A KR20060070432A KR100774593B1 KR 100774593 B1 KR100774593 B1 KR 100774593B1 KR 1020060070432 A KR1020060070432 A KR 1020060070432A KR 20060070432 A KR20060070432 A KR 20060070432A KR 100774593 B1 KR100774593 B1 KR 100774593B1
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South Korea
Prior art keywords
storage
pipe
storage tank
pipes
underflow
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KR1020060070432A
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Korean (ko)
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서권덕
정민우
탁한호
배승렬
지민수
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주식회사 중원
(주)제철산업
(주) 크라이드
(주) 크라텍
주식회사 호남스틸
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    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

A construction method of a water storage tank is provided to fix the location of underflow pipes by fixing brackets to the front and the rear of the outer circumference of a pair of underflow pipes and preventing the rotation of underflow pipes. A construction method of a water storage tank comprises the steps of providing a space under the ground and placing a pair of underflow pipes provided with a connecting hole(100), positioning the connecting hole formed on each underflow pipe to correspond to each other and fixing brackets provided with an arc-shaped groove to the front and the rear of the outer circumference of each underflow pipe(200), placing a connecting pipe between the connecting holes of each underflow pipe and welding the underflow pipes(300), sealing up the front and the rear of each underflow pipe with a front plate and a rear plate to complete a water storage tank(400) for storing rainwater, and filling up the outside of each water storage tank and the space under the ground with soil(500).

Description

저류조 시공방법{Working method of water tank}Working method of water tank

도 1은 본 발명에 따른 저류조 시공방법을 나타낸 공정도. 1 is a process chart showing a storage tank construction method according to the present invention.

도 2는 본 발명에 따른 저류조를 나타낸 사시도.2 is a perspective view showing a storage tank according to the present invention.

도 3은 본 발명에 따른 저류조 시공방법의 각 단계를 나타낸 것으로,Figure 3 shows each step of the storage tank construction method according to the present invention,

도 3a는 저류관을 안착시키는 상태를 나타낸 도면이고,        Figure 3a is a view showing a state to seat the reservoir;

도 3b는 저류관에 브라켓을 고정하는 상태를 나타낸 도면이며,        Figure 3b is a view showing a state of fixing the bracket to the storage pipe,

도 3c는 각각의 저류관에 연결관을 통해 상호 연결하여 저류조를 완성시키는 상태를 나타낸 도면이다.       3C is a view showing a state in which each storage pipe is connected to each other through a connecting pipe to complete the storage tank.

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>

1 : 저류조1: storage tank

2 : 저류관2: storage pipe

21 : 연결공    21: connector

22 : 전판    22: the previous edition

23 : 후판    23: thick plate

24 : 유입구    24: inlet

25 : 맨홀    25: manhole

3 : 브라켓3: bracket

31 : 홈부    31: groove

32 : 금속판    32: metal plate

4 : 연결관4 connector

본 발명은 저류조 시공방법에 관한 것으로, 보다 상세하게는 한 쌍의 저류관을 상호 연결하는 경우에 저류관의 회전을 방지하여 위치를 고정할 수 있는 저류조 시공방법에 관한 것이다.The present invention relates to a storage tank construction method, and more particularly, to a storage tank construction method capable of fixing the position by preventing the rotation of the storage pipe when the pair of storage pipes are interconnected.

일반적으로 비가 내리게 되면 지면에 흐르는 빗물은 땅속으로 스며들거나 증발하게 된다. 하지만, 산업발전에 따른 도시개발과 재개발등의 과도한 토양포장으로 인해 토양생태계의 파괴는 도시의 열섬현상(heat island)을 심화시키고 우수의 침투를 차단해 도시홍수와 지하수 고갈현상을 초래하며, 이로인해 다시 토양생태계의 변화가 유발되는 악순환의 고리를 가지게 된다. In general, when it rains, rainwater flowing to the ground will seep into the ground or evaporate. However, the destruction of the soil ecosystem due to excessive soil pavement such as urban development and redevelopment due to industrial development deepens the city's heat island and blocks the penetration of rainwater, resulting in urban flooding and groundwater depletion. This results in a vicious cycle that causes changes in the soil ecosystem.

따라서 이를 해결하기 위한 수단으로서, 우수시에는 빗물을 저장하여 홍수 피해를 방지하고 비가 내리지 않는 평상시에는 저장된 빗물을 부족한 수자원으로 활용할 수 있는 저류조가 사용되고 있다.Therefore, as a means to solve this, a storage tank that can save rainwater in rainy season to prevent flood damage, and can use the stored rainwater as a scarce water resource in the rain does not fall.

한편, 종래에 저류조를 시공하는 경우에는, 먼저 대형의 저류관이 놓여지도록 중장비를 이용하여 땅을 판 후 측부에 연결공이 형성된 한 쌍의 저류관을 안착시켰다.On the other hand, in the case of constructing a conventional storage tank, a pair of storage pipes having a connection hole formed on the side was first seated after digging the ground using heavy equipment so that a large storage pipe was placed.

다음 각각의 저류관을 상호 연결하도록 연결공 사이에 연결관을 배치시킨 후 용접을 통해 연결하였다. Next, the connecting pipe was placed between the connecting holes to interconnect each storage pipe, and then connected by welding.

그리고 각 저류관의 전,후방을 콘크리트나 철판등으로 밀봉함으로써 저류조가 완성되며 저류조 외부에 토사를 채우는 것으로 저류조의 시공을 완료 하였다.The storage tank was completed by sealing the front and rear of each storage pipe with concrete or steel plate, and the construction of the storage tank was completed by filling the soil outside the storage tank.

그러나, 상기와 같은 방법으로 저류조를 시공할 경우에는, 한 쌍의 저류관 사이에 연결관을 용접하려고 할때 각 저류관의 잦은 회전이 발생하여 저류관의 위치 고정이 어려웠다.However, in the case of constructing the storage tank in the above manner, when attempting to weld the connecting pipe between the pair of storage pipes, the frequent rotation of each storage pipe occurs, it was difficult to fix the position of the storage pipe.

따라서 저류관의 위치 고정이 안된 상태에서 대형 크기인 저류관을 움직여 연결관을 용접하는데에는 인력과 작업시간이 많이 소요되는 문제점을 가지고 있었다.Therefore, it was necessary to take a lot of manpower and work time to weld the connector by moving the large sized storage pipe in the state that the position of the storage pipe is not fixed.

이에 본 발명은 상기와 같은 문제점을 해결하기 위하여 발명된 것으로, 한 쌍의 저류관 외측 둘레의 전,후방에 브라켓을 고정시켜 저류관의 회전을 방지하여 저류관의 위치를 고정할 수 있는 저류조 시공방법을 제공하는데 있다.Accordingly, the present invention was invented to solve the above problems, the storage tank construction that can be fixed to the front and rear of the outer periphery of the pair of storage pipes to prevent the rotation of the storage pipes to secure the position of the storage pipe To provide a method.

상기와 같은 목적을 달성하기 위한 본 발명은, 지하에 매설되어 빗물을 저장하게 되는 다수개의 저류조를 시공함에 있어서, 저류관이 놓일 수 있도록 지하에 공간을 마련한 후 측부에 연결공이 형성된 한 쌍의 저류관을 안착시키는 단계와, 상기 각 저류관에 형성된 연결공이 서로 상응되게 위치하도록 하며 원호형의 홈부가 형성된 브라켓을 각 저류관의 외측 둘레의 전방과 후방에 각각 고정하는 단계와, 각 저류관의 연결공 사이에 연결관을 구비시켜 용접을 통해 저류관을 상호 연결하는 단계와, 상기 각 저류관의 전방과 후방에 각각 전판 및 후판을 결합시켜 저류조를 완성시키는 단계와, 상기 각 저류조의 외부에 토사를 채워 마무리하는 단계로 구성됨을 특징으로 한다.The present invention for achieving the above object, in the construction of a plurality of storage tanks to be stored in the basement to store the rain water, after providing a space in the basement so that the storage pipe can be laid a pair of storage holes formed in the side A step of seating the pipes, the connecting holes formed in the respective storage pipes to correspond to each other, and fixing brackets having arcuate grooves at the front and rear of the outer circumference of each storage pipe, respectively; Interconnecting the storage pipes by welding by providing a connection pipe between the connection holes, and coupling the front and rear plates to the front and rear surfaces of the storage pipes, respectively, to complete the storage tank; Characterized in that it consists of the step of filling the soil.

이하 본 발명의 바람직한 실시예를 첨부된 도면을 참조하여 설명하면 다음과 같다.Hereinafter, exemplary embodiments of the present invention will be described with reference to the accompanying drawings.

도 1은 본 발명에 따른 저류조 시공방법을 나타낸 공정도이고, 도 2는 본 발명에 따른 저류조를 나타낸 사시도이며, 도 3은 본 발명에 따른 저류조 시공방법의 각 단계를 나타낸 것이다.1 is a process chart showing a storage tank construction method according to the present invention, Figure 2 is a perspective view showing a storage tank according to the present invention, Figure 3 shows each step of the storage tank construction method according to the present invention.

도 1 내지 도 3에 도시된 바와 같이, 본 발명의 저류조 시공방법은, 지하에 매설되어 빗물을 저장하게 되는 다수개의 저류조(1)를 시공함에 있어서, 저류관(2)이 놓일 수 있도록 지하에 공간을 마련한 후 측부에 연결공(21)이 형성된 한 쌍의 저류관(2)을 안착시키는 단계(100)와, 상기 각 저류관(2)에 형성된 연결공(21)이 서로 상응되게 위치하도록 하며 원호형의 홈부(31)가 형성된 브라켓(3)을 각 저류관(2)의 외측 둘레의 전방과 후방에 각각 고정하는 단계(200)와, 각 저류관(2)의 연결공(21) 사이에 연결관(4)을 구비시켜 용접을 통해 저류관(2)을 상호 연결하는 단계(300)와, 상기 각 저류관(2)의 전방과 후방을 전판 및 후판(22,23)으로 밀봉시켜 저류조(1)를 완성시키는 단계(400)와, 상기 각 저류조(1)의 외부에 토사를 채워 마무리하는 단계(500)로 구성됨을 특징으로 한다.As shown in Figures 1 to 3, the storage tank construction method of the present invention, in the construction of a plurality of storage tank (1) is buried underground to store the rain water, the storage pipe (2) to be placed underground After preparing a space, the step 100 of seating the pair of storage pipes (2) formed with a connection hole 21 on the side and the connection holes 21 formed in each of the storage pipes (2) so as to correspond to each other And fixing the brackets 3 having the arcuate grooves 31 formed at the front and the rear of the outer circumference of each storage pipe 2, respectively, and the connection holes 21 of the storage pipes 2. A step (300) of interconnecting the storage pipes (2) by welding by providing a connecting pipe (4) therebetween, and sealing the front and rear surfaces of the storage pipes (2) with the front and rear plates (22, 23). Comprising a step (400) to complete the storage tank (1), and filling the soil to the outside of each of the storage tank (1) .

한편, 도 3a에 도시된 바와 같이 한 쌍의 저류관(2)을 안착시키는 단계(100) 에서는, 상기 저류관(2)은 지하에 다수개로 매설이 가능하며 본 발명에서는 편의상 한 쌍의 저류관(2)으로 설명하기로 한다.On the other hand, in the step (100) of seating a pair of storage pipe (2) as shown in Figure 3a, the storage pipe (2) can be buried in a plurality of underground and in the present invention a pair of storage pipe for convenience (2) will be described.

그리고 상기 저류관(2)은 크기가 대형인 것으로서, 전,후방이 개방된 원통형이며 외부에 나선형의 굴곡부가 형성된 파형강관으로 구성된다.And the storage pipe (2) is large in size, and consists of a corrugated steel pipe having a cylindrical shape of the front and rear open and a spiral bent portion on the outside.

또한 상기 저류관(2)은 일측에 빗물이 유입될 수 있도록 유입구(24)가 구비되어 있고, 타측에는 저류관(2)의 내부 유지보수를 위해 맨홀(25)이 구비된다.In addition, the storage pipe (2) is provided with an inlet (24) so that rain water can be introduced to one side, the other side is provided with a manhole (25) for the internal maintenance of the storage pipe (2).

아울러, 상기 저류관(2)의 측부에는 한 쌍의 저류관(2)을 연결할 수 있도록 연결공(21)이 형성된다.In addition, the connection hole 21 is formed on the side of the storage pipe (2) so as to connect a pair of storage pipe (2).

이에 상기 저류관(2)은 중장비등을 이용하여 지하에 공간을 마련한 후 각각의 저류관(2)에 이송장비를 설치하여 중장비에 의해 지하의 공간에 안착하게 된다.Thus, the storage pipe (2) is to install a transport equipment in each storage pipe (2) after providing a space in the basement using heavy equipment, etc. to be seated in the underground space by the heavy equipment.

한편, 도 3b에 도시된 바와 같이, 브라켓(3)을 각 저류관(2)의 외측 둘레의 전,후방에 고정하는 단계(200)에서는, 먼저 각각의 저류관(2)에 형성된 연결공(21)이 서로 상응되게 위치하도록 저류관(2)의 위치를 조절한다.Meanwhile, as shown in FIG. 3B, in the step 200 of fixing the bracket 3 to the front and rear of the outer circumference of each storage pipe 2, first, a connection hole formed in each storage pipe 2 ( Adjust the position of the reservoir tube 2 so that the 21 is positioned corresponding to each other.

그리고 상기 각 저류관(2)의 외측 둘레에 저류관(2)의 외경에 상응되는 홈부(31)가 형성된 브라켓(3)을 밀착시킨다.Then, the brackets 3 having the grooves 31 corresponding to the outer diameters of the storage pipes 2 are formed in close contact with the outer circumference of the storage pipes 2.

특히 상기 브라켓(3)은 서로 마주보게 구비되어 저류관(2)의 외측에 밀착되는 금속판(32)으로 구성된다. 따라서 상기 브라켓(3)은 저류관(2)의 외측에 밀착시킨 후 용접을 통해 접합시켜 고정하게 된다.In particular, the bracket 3 is provided to face each other is composed of a metal plate 32 in close contact with the outside of the storage pipe (2). Therefore, the bracket (3) is in close contact with the outer side of the storage pipe (2) and then bonded by fixing by welding.

그러므로 상기 브라켓(3)을 각 저류관(2)에 고정함으로써 각 저류관(2)의 회전을 방지하여 위치를 고정하게 된다.Therefore, by fixing the bracket (3) to each storage pipe (2) to prevent the rotation of each storage pipe (2) to fix the position.

한편, 도 2 및 도 3c에 도시된 바와 같이, 저류관(2)을 상호 연결하는 단계(300)에서는, 다수개의 저류관(2)이 사용될 경우에 저류관(2)의 측부에 형성된 연결공(21) 사이에 연결관(4)을 위치시킨 후 용접하여 고정하게 된다.On the other hand, as shown in Fig. 2 and 3c, in the step 300 of interconnecting the storage pipe (2), when a plurality of storage pipe (2) is used, a connection hole formed on the side of the storage pipe (2) The connecting pipe 4 is positioned between the 21 and welded to fix it.

따라서 상기 연결관(4)을 통해 필요한 수량의 저류관(2)을 연결 사용하게 되며 빗물을 공급하게 된다.Therefore, it is used to connect the storage pipe (2) of the required amount through the connecting pipe (4) to supply rain water.

그리고, 저류관(2)의 전방과 후방을 전판 및 후판(22,23)으로 밀봉시켜 저류조(1)를 완성시키는 단계(400)에서는, 저류관(2)의 전,후방을 콘크리트를 이용하여 밀봉할 수 있으나 이는 시공의 공간을 많이 차지하게 됨으로써, 저류관(2)의 직경과 동일한 전판과 후판(22,23)을 이용하여 용접을 통해 고정하는 것이 바람직하다.Then, in the step 400 of closing the front and rear of the storage pipe 2 with the front and rear plates 22 and 23 to complete the storage tank 1, the front and the rear of the storage pipe 2 are made of concrete. Although it can be sealed, this takes up a lot of space for construction, it is preferable to fix by welding using the front and rear plates (22, 23) the same as the diameter of the storage pipe (2).

따라서 상기 저류관(2)의 전방과 후방에 전판 및 후판(22,23)으로 밀봉함으로써 빗물을 저장할 수 있는 저류조(1)가 완성되는 것이다.Therefore, the storage tank 1 capable of storing rainwater is completed by sealing the front and rear plates 22 and 23 at the front and the rear of the storage pipe 2.

마지막으로, 토사를 채워 마무리하는 단계(500)에서는, 빗물이 저장되는 저류조(1)의 조립작업이 완료되면 중장비를 이용하여 저류조(1)의 주변은 물론 저류조(1)를 위치시키도록 마련한 지하의 공간에 토사를 채운다. 그리고 토사를 채운 후 바닥을 고르게 다져 저류조(1)의 시공을 완료하게 된다.Finally, in step 500 of filling and filling the earth and sand, when the assembling work of the storage tank 1 in which rainwater is stored is completed, the basement is provided to position the storage tank 1 as well as the vicinity of the storage tank 1 using heavy equipment. Fills the earth and sand. And after filling the earth and sand is evenly grounded to complete the construction of the storage tank (1).

상술한 바와 같이 본 발명은, 한 쌍의 저류관 외측 둘레의 전,후방에 브라켓을 고정시켜 저류관의 회전을 방지하여 저류관의 위치를 고정함으로써 저류조 시공을 용이하게 할 수 있는 효과가 있다.As described above, the present invention has an effect of facilitating the construction of the storage tank by fixing the brackets in front and rear around the outer periphery of the pair of storage pipes to prevent rotation of the storage pipes and thereby fixing the position of the storage pipes.

본 발명은 첨부된 도면을 참조하여 바람직한 실시 예를 중심으로 기술되었지 만 당업자라면 이러한 기재로부터 본 발명의 범주를 벗어남이 없이 많은 다양한 자명한 변형이 가능하다는 것은 명백하다. 따라서 본 발명의 범주는 이러한 많은 변형 예들을 포함하도록 기술된 청구범위에 의해서 해석되어져야 한다.Although the present invention has been described with reference to the accompanying drawings, it will be apparent to those skilled in the art that many other obvious modifications are possible without departing from the scope of the invention from this description. Therefore, the scope of the invention should be construed by the claims described to include many such variations.

Claims (1)

지하에 매설되어 빗물을 저장하게 되는 다수개의 저류조를 시공함에 있어서,In constructing a plurality of reservoirs buried underground to store rainwater, 저류관이 놓일 수 있도록 지하에 공간을 마련한 후 측부에 연결공이 형성된 한 쌍의 저류관을 안착시키는 단계와,Arranging a space in the basement so that the storage pipe can be placed, and then placing a pair of storage pipes having a connection hole at the side; 상기 각 저류관에 형성된 연결공이 서로 상응되게 위치하도록 하며 원호형의 홈부가 형성된 브라켓을 각 저류관의 외측 둘레의 전방과 후방에 각각 고정하는 단계와,Fixing the connecting holes formed in the respective storage pipes to correspond to each other, and fixing the brackets having the arcuate grooves at the front and the rear of the outer circumference of each storage pipe, respectively; 각 저류관의 연결공 사이에 연결관을 구비시켜 용접을 통해 저류관을 상호 연결하는 단계와,Providing a connection pipe between the connection holes of each storage pipe to interconnect the storage pipes by welding; 상기 각 저류관의 전방과 후방에 각각 전판 및 후판을 결합시켜 저류조를 완성시키는 단계와,Coupling the front and rear plates to the front and rear of each storage pipe, respectively, to complete the storage tank; 상기 각 저류조의 외부에 토사를 채워 마무리하는 단계로 구성됨을 특징으로 하는 저류조 시공방법.Storage tank construction method comprising the step of finishing by filling the earth and sand to the outside of each storage tank.
KR1020060070432A 2006-07-26 2006-07-26 Working method of water tank KR100774593B1 (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001012652A (en) 1999-06-25 2001-01-16 Furukawa Electric Co Ltd:The Underground duct line
KR20040091241A (en) * 2003-04-21 2004-10-28 이선희 Supportor for supporti ng synthetic resin pipe and method for laying pipes using thereof
KR20060115938A (en) * 2005-05-07 2006-11-13 주식회사 준별에프알피산업 Construction work method of rain water tank and structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001012652A (en) 1999-06-25 2001-01-16 Furukawa Electric Co Ltd:The Underground duct line
KR20040091241A (en) * 2003-04-21 2004-10-28 이선희 Supportor for supporti ng synthetic resin pipe and method for laying pipes using thereof
KR20060115938A (en) * 2005-05-07 2006-11-13 주식회사 준별에프알피산업 Construction work method of rain water tank and structure

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