KR20010069640A - Building vertical shaft in pit structure piping system - Google Patents
Building vertical shaft in pit structure piping system Download PDFInfo
- Publication number
- KR20010069640A KR20010069640A KR1020010022152A KR20010022152A KR20010069640A KR 20010069640 A KR20010069640 A KR 20010069640A KR 1020010022152 A KR1020010022152 A KR 1020010022152A KR 20010022152 A KR20010022152 A KR 20010022152A KR 20010069640 A KR20010069640 A KR 20010069640A
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- KR
- South Korea
- Prior art keywords
- pit structure
- pit
- piping
- floor
- pipe
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F17/00—Vertical ducts; Channels, e.g. for drainage
- E04F17/08—Vertical ducts; Channels, e.g. for drainage for receiving utility lines, e.g. cables, pipes
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
건물 배관피트내 입상 주배관 설치시, 건물용도에 따라 여러개의 배관이 설치되어야 하는데, 현재 사용되고있는 배관공법은, 각층에 입상 주배관을 고정시키기 위하여, 피트내에 1차로 철재앵글을 설치한 후, 주배관을 층고 높이만큼 절단하여, 각각의 배관을 피트내로 반입 후, 고정앵글에 유볼트로 각각의 배관을 고정 후, 1개 층씩 각각의 배관을 용접해서 작업을 완료해야 하며, 현행 소방법에 건물내 화재시, 입상피트가 연도 역할을 하여 다른층으로 화재가 번지는 것을 차단하기 위해서, 피트내 입상 주배관 작업 완료후, 배관피트의 각층 바닥을 가설재 작업후, 콘크리트 등으로 배관과 배관 사이를 막아야 하고, 피트 바닥 막는 작업도 공정상 난이한 문제가 많으며, 현재는 피트 바닥을 막기 전에 배관작업이 선행되어, 용접이나 배관작업 시 항상 재해의 위험 속에서 작업자가 작업을 해야 하고, 건물 보수 시는 피트내 각 층바닥철거로 인한, 진동으로 건물에 충격을 주고 주위에 소음피해를 주며, 현재 피트내 공법으로는 신설 및 개보수에 작업공정도 늦고 공사비도 많이 소요되고 있다.When installing the main pipe in the building pit, several pipes should be installed according to the purpose of the building.In the current piping method, the main pipe is installed after the steel angle is installed in the pit to fix the main pipe in each floor. After cutting the pipes to the height of each floor and bringing each pipe into the pit, fixing each pipe with a u-bolt at a fixed angle, welding each pipe by one floor to complete the work. In order to block the spread of the fire to other floors as the standing feet play the role of the year, after completion of the standing main pipe work in the pit, the floor of each layer of the pipe pit must be blocked with a concrete, etc. There are many difficulties in the process of blocking the floor, and now the piping work is done before the pit floor is blocked. Workers should work in the danger of disaster, and when the building is repaired, the building will be shocked by the vibration caused by the removal of each floor in the pit, and the noise will be damaged around the building. The process is late and construction costs are high.
본 발명의 목적은 수직배관피트내 배관작업 시 작업자가 안전속에서 작업을 하고 재해의 위험을 줄이면서, 현행 소방법에 따른 문제도 해결되어야 하고, 작업공정도 신속완벽하게 하면서 공사비도 절감되는 효과가 있어야 한다.An object of the present invention is to reduce the risk of a disaster, while working in the safety of the plumbing work in the vertical pipe fitting, the problem according to the current fire method must be solved, and the work process is also completed quickly and the cost of construction is reduced. Should be
도-1은 본 발명의 입상 피트구조물 설치된 평면도Figure 1 is a plan view of the installed granular pit structure of the present invention
도-2는 피트구조물 설치된 주단면도Figure 2 is a main cross-sectional view of the pit structure installed
도-3은 철재앵글로 만든 피트바닥 제작도Figure 3 is a production floor made of iron angle
도-4는 4개 층이 1개의구역으로 완성된 피트구조물 입체도Fig. 4 is a three-dimensional view of a pit structure in which four layers are completed in one zone.
도-5는 피트구조물에 주배관설치시 각층에 지관연결 입체도Figure 5 is a three-dimensional view of the branch connection to each floor when the main pipe is installed in the pit structure
도-6는 피트구조물을 고정 시키기 위한 브라켓트 제작 및 설치 상세도Figure 6 is a detailed view of the manufacturing and installation of the bracket for fixing the pit structure
도-7는 피트구조물과 피트구조물의 연결 상세도Figure 7 is a connection detail of the pit structure and the pit structure
상기목적을 달성하기위해서, 작업자가 작업 중 재해의 위험과 소방법 및 배관작업을 빠르게 하기위해선, 우선 도-1처럼 건물 피트보다 크기를 약간 작게 무늬철판을 절단하고, 절단한 무늬철판을 각층의 피트 바닥으로 사용하기 전에, 각층의 지관배관작업이 용이할수 있도록, 각각입상 주배관 위치를 선정해 피트 바닥으로 사용하기 위한 무늬철판에, 각각의 주배관 구경크기로 구멍을 뚫어, 주배관 위치를 정하고 도-2처럼 구멍 뚫린 절단 철판으로, 피트구조물 완성시 주배관 위치에서 수직방향으로 보았을 때, 배관의 구멍위치가 동일선상에 있게 철판에 구멍을 뚫어야한다.In order to achieve the above object, in order to speed up the risks of fire accidents, fire fighting methods, and plumbing work, the worker first cuts the patterned steel plate slightly smaller than the building pit as shown in FIG. In order to facilitate the branch pipe work on each floor, each main pipe location shall be selected and drilled into the patterned steel plate for use as the pit floor, and the main pipe location will be determined. As the cut iron plate is punched like this, when the pit structure is completed, when viewed vertically from the main pipe position, the hole should be drilled in the iron plate so that the hole position of the pipe is in the same line.
도-3에 절단된 피트 바닥철관을 보강하기 위해서, 철재앵글(Angle)을 사각으로 용접하여 만든 후, 구멍뚫린 절단 무늬철판을 사각앵글 판에 용접하여, 피트 바닥판을 만든다. 도-3처럼 제작된 피트 바닥판은 건물의 층고길이로 하여, 옆으로 바닥판을 4장세우고, 피트 바닥판을 고정시키기 위해, 바닥판의 4군데모서리를 건물의 층고 길이만큼 다른앵글을 용접하여, 도-4처럼 4개층을 1개구역으로 하는 피트구조물을 만든다. 도-4의 모양으로 피트바닥 구조물이 완성되면, 피트구조물을 옆으로 뉘어놓고, 배관작업을 해야하는데, 각층의 주배관을 뚫린 구멍위치에 주배관을 넣고, 아래층방향부터 피트바닥판에 주배관 용접을 한다. 각각의 주배관 용접할 때는, 각층의 지관연결 방향과 연결위치의 높이가 건물바닥으로부터 결정되어야 한다. 주배관의 각층 지관연결부속 티(Tee)위치 및 높이가 결정되면 용접한 후, 다음 주배관을 연결하여 1개의 피트구조물을 완성한다. 피트구조물은 4개 층높이를 1개 구역으로 하고, 외부에서 주배관 용접과 지관연결입구를 제외한 용접을 완벽하게 한다. 1개 구역으로 완성된 피트구조물은, 맨 아래층에서 부터 설치를 해야 하며, 설치시 현장의 타워크레인을 사용하고, 옥상 층에서 수직배관피트내로 반입하여 설치한다. 피트구조물 설치시 맨 아래 1층 피트내에, 브라케트(Bracket)를 도-6 모양처럼 제작하여, 피트내 콘크리트 벽에 앙카(Anchor)로 브라켓트를 고정한 후 피트구조물을 설치한다. 피트구조물 1차 설치 후, 브라켓트를 설치된 피트구조물의 각층별 바닥철판에 도-1처럼 브라켓트를 4군데 견고하게 부착한다. 1차 피트구조물 설치 후, 다음 피트구조물 연결할때, 배관작업이 용이하게 작업부위는 도-7처럼, 1차 피트구조물상부바닥에서 30Cm길게 배관을절단하고, 다음 연결피트구조물 맨 아래 연결배관은 30Cm짧게 배관을 절단 하여, 용접할 때 연결피트바닥에서 작업을 할수있게 한다. 도-7처럼 1차 피트구조물과 2차 피트구조물이 연결할 때, 연결접합부에 바닥철판이 이중 중복되지않게, 상부피트구조물에는 바닥철판이 제거된 상태로 바닥앵글만 설치하여 피트구조물을 제작한다. 상부피트구조물의 하부연결부에 바닥철판이 제거된 상태여서, 상하피트구조물 끼리 주배관연결시, 상부측 주배관이 유동성이 있어 배관접합에 용이하게 하는 효과가 있다. 상부측 구조물에 지지앵글길이를 도-7처럼 50mm작게 하여 접합시 상하피트구조물 끼리 직접 닿지 않게 하고 주배관연결용접시 배관끼리만 맞닿게 하여 용접을 용이하게 한다.In order to reinforce the pit bottom iron pipe cut in FIG. 3, a steel angle (Angle) is made by welding a square, and then a perforated cut pattern iron plate is welded to a square angle plate to make a pit bottom plate. The pit bottom plate manufactured as shown in Fig. 3 is the height of the floor of the building, and the four floors of the floor board are welded to each other by the height of the floor of the building to fix the four floor boards to the side, and to fix the pit bottom plate. As shown in Fig. 4, a pit structure having four layers in one zone is formed. When the pit bottom structure is completed as shown in Fig. 4, the pit structure is laid sideways and the piping work is performed. The main pipe is placed in the hole position where the main pipe of each layer is drilled, and the main pipe welding is performed on the pit bottom plate from the lower floor direction. . When welding each main pipe, the direction of the branch connection and the height of the connection location of each floor shall be determined from the floor of the building. When the location and height of the tee of each branch pipe connection part of the main pipe are determined, the pipe is welded and the next main pipe is connected to complete one pit structure. The pit structure has four floor heights in one zone, and completes the welding except for the main pipe welding and branch pipe connection entrance from the outside. The pit structure completed in one area should be installed from the bottom floor, and the tower crane on site should be used, and the roof structure should be carried into the vertical pipe feet from the rooftop floor. When installing the pit structure, the bracket is made as shown in Fig. 6 in the bottom pit of the first floor, and the pit structure is installed after fixing the bracket with an anchor to the concrete wall in the pit. After the first installation of the pit structure, four brackets are firmly attached to the bottom iron plate of each layer of the pit structure where the bracket is installed. After installation of the first pit structure, when connecting the next pit structure, the pipework is easily cut at 30 cm from the bottom of the upper part of the first pit structure, as shown in Fig. 7, and the bottom of the next connection pit structure is 30 cm. Cut the pipe short, so that the work can be done at the bottom of the connecting feet when welding. When the first pit structure and the second pit structure are connected as shown in FIG.-7, the bottom plate is not overlapped with the connection joint, and only the bottom angle is installed in the upper pit structure with the bottom plate removed to manufacture the pit structure. Since the bottom plate is removed from the lower connection portion of the upper pit structure, when the upper and lower pit structures are connected to each other, the upper main pipe is fluid and there is an effect of facilitating pipe joining. The length of the support angle on the upper structure is 50mm smaller as shown in Fig.-7 so that the upper and lower pit structures do not directly touch when joining, and only the pipes touch each other when welding the main pipe.
본 발명의 피트구조물은 건물피트안에서, 종전처럼 배관작업이 이루어지지 않고 외부에서 4개층을 1개 구역으로 하는 피트구조물로 완성하여, 배관작업이 이루어지기 때문에, 배관작업을 각층의 지관연결 작업만 하고, 또한 피트구조물에 바닥이있어 작업자가 위험이 없고, 소방법으로 인해 배관작업을 한 후, 피트바닥을 별도로 막을 필요가 없게 피트구조물 제작시 주배관지지용 바닥철판이 현행 소방법의 층과 층을 방호구역으로 자연 분리되어 끝나며, 차후 개보수 공사시 구역구역으로 분리된 피트구조물만 절단하여 위로 꺼내면 되고, 신설시 한번에 4개 층씩 주배관 작업과 피트바닥이 마감된 피트구조물과 피트구조물로 연결되므로, 배관작업공정도 빠르고 외부에서 피트구조물 제작완성시 배관의 보온마감까지 가능하다.The pit structure of the present invention, in the building pit, the pipe work is completed in the pit structure having one area of four floors from the outside without the piping work as before, since the piping work is carried out, only the pipe connection work of each floor In addition, there is no danger for workers because there is a bottom in the pit structure, and after the piping work due to the fire method, the floor plate for the main pipe support protects the floors and layers of the current fire method during the construction of the pit structure so that the pit structure is not blocked. When the renovation works, only the pit structure separated by the zone is to be taken out and lifted up, and when it is newly established, the pipe is connected to the pit structure and the pit structure with the main pipe work and the pit bottom closed four layers at a time. The process is also fast and it is possible to finish insulation of the pipe when the pit structure is completed from the outside.
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KR1020010022152A KR20010069640A (en) | 2001-04-24 | 2001-04-24 | Building vertical shaft in pit structure piping system |
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KR1020010022152A KR20010069640A (en) | 2001-04-24 | 2001-04-24 | Building vertical shaft in pit structure piping system |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112211373A (en) * | 2019-07-10 | 2021-01-12 | 中石化广州工程有限公司 | Fire station slide bar shaft protection system |
Citations (7)
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WO1991001421A1 (en) * | 1989-07-19 | 1991-02-07 | Oy Ensto Tehdas Ab | Pipe duct structure |
JPH0381453A (en) * | 1989-08-22 | 1991-04-05 | Arumasu:Kk | Piping unit for building and prefabricating method for piping |
JPH03224956A (en) * | 1990-01-30 | 1991-10-03 | Ohbayashi Corp | Vertical piping method of multi-story building |
JPH04353161A (en) * | 1991-05-31 | 1992-12-08 | Medekasu Kohan:Kk | Connection of vertical unit pipe |
JPH05306572A (en) * | 1992-04-30 | 1993-11-19 | Shimizu Corp | Construction method for building |
KR940010211U (en) * | 1992-10-29 | 1994-05-23 | 대한주택공사 | Structure of prefabricated unit pipe duct |
JPH06288075A (en) * | 1993-03-31 | 1994-10-11 | Takenaka Komuten Co Ltd | Riser unit and manufacture thereof |
-
2001
- 2001-04-24 KR KR1020010022152A patent/KR20010069640A/en not_active Application Discontinuation
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1991001421A1 (en) * | 1989-07-19 | 1991-02-07 | Oy Ensto Tehdas Ab | Pipe duct structure |
JPH0381453A (en) * | 1989-08-22 | 1991-04-05 | Arumasu:Kk | Piping unit for building and prefabricating method for piping |
JPH03224956A (en) * | 1990-01-30 | 1991-10-03 | Ohbayashi Corp | Vertical piping method of multi-story building |
JPH04353161A (en) * | 1991-05-31 | 1992-12-08 | Medekasu Kohan:Kk | Connection of vertical unit pipe |
JPH05306572A (en) * | 1992-04-30 | 1993-11-19 | Shimizu Corp | Construction method for building |
KR940010211U (en) * | 1992-10-29 | 1994-05-23 | 대한주택공사 | Structure of prefabricated unit pipe duct |
JPH06288075A (en) * | 1993-03-31 | 1994-10-11 | Takenaka Komuten Co Ltd | Riser unit and manufacture thereof |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112211373A (en) * | 2019-07-10 | 2021-01-12 | 中石化广州工程有限公司 | Fire station slide bar shaft protection system |
CN112211373B (en) * | 2019-07-10 | 2022-04-05 | 中石化广州工程有限公司 | Fire station slide bar shaft protection system |
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