WO2024101706A1 - Rack structure for supporting facility piping - Google Patents
Rack structure for supporting facility piping Download PDFInfo
- Publication number
- WO2024101706A1 WO2024101706A1 PCT/KR2023/016208 KR2023016208W WO2024101706A1 WO 2024101706 A1 WO2024101706 A1 WO 2024101706A1 KR 2023016208 W KR2023016208 W KR 2023016208W WO 2024101706 A1 WO2024101706 A1 WO 2024101706A1
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- WIPO (PCT)
- Prior art keywords
- bracket
- vertical
- hole
- gusset bracket
- web
- Prior art date
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- 239000003351 stiffener Substances 0.000 claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims description 24
- 239000010959 steel Substances 0.000 claims description 24
- 238000003466 welding Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000006870 function Effects 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
Images
Classifications
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- 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
- F16L3/22—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets specially adapted for supporting a number of parallel pipes at intervals
- F16L3/223—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets specially adapted for supporting a number of parallel pipes at intervals each support having one transverse base for supporting the pipes
Definitions
- the present invention relates to a trestle structure, and in detail, a base bracket fixed to the ceiling slab to support facility piping is combined with a vertical H-beam, and a flange gusset bracket is installed on the plane of the vertical H-beam or a web gusset bracket is installed in the groove.
- a base bracket fixed to the ceiling slab to support facility piping is combined with a vertical H-beam, and a flange gusset bracket is installed on the plane of the vertical H-beam or a web gusset bracket is installed in the groove.
- the conventional piping construction method involves cutting general section steels such as "memory” type, “digger” type, “I” type, and “H” type with oxygen cutting or speed cutter at the work site. After welding it, it was used as a pipe support stand.
- this type of construction method involves bringing existing section steel to the site and applying rust-blocking coating, which requires a multi-step process up to the completion stage of thermal insulation work, resulting in increased work time and increased work time for workers when assembling the pipe support stand on site. There is a problem that assembly is poor.
- the conventional construction method by welding is accompanied by a risk of fire, and due to this risk, at least two people, such as a fire monitor, other than the worker must be accompanied during the work, so there is a problem in that it is costly and time-consuming.
- Patent Document 001 Domestic Patent Publication No. 10-2014-0093204
- Patent Document 002 Domestic Registered Patent Publication No. 10-0780079
- the present invention is intended to solve the above problems, by combining a base bracket fixed to the ceiling slab to support facility piping and a vertical H-beam, and installing a flange gusset bracket on the plane of the vertical H-beam or a web gusset in the groove.
- a bracket By installing a bracket, a horizontal H-beam can be installed freely in the transverse or longitudinal direction, and a stiffener bracket is installed in the area where the web gusset bracket is not installed, and the flange gusset bracket is directly connected to the web gusset bracket or stiffener bracket with bolts without nuts.
- the purpose is to provide a trestle structure for supporting facility piping to shorten time and prevent fire occurrence.
- the present invention supports facility pipes that allow easy location changes in the field by combining the horizontal H-beams by forming only through holes in the vertical H-beams at the site when changing the height of the horizontal H-beams differently from the design depending on site conditions.
- facility pipes that allow easy location changes in the field by combining the horizontal H-beams by forming only through holes in the vertical H-beams at the site when changing the height of the horizontal H-beams differently from the design depending on site conditions.
- the present invention provides a stand structure for supporting facility piping that can shorten work time by mutually fastening the flange gusset bracket to all parts using bolts and nuts in addition to the bolted portion of the web gusset bracket or stiffener bracket.
- a stand structure for supporting facility piping that can shorten work time by mutually fastening the flange gusset bracket to all parts using bolts and nuts in addition to the bolted portion of the web gusset bracket or stiffener bracket.
- a base bracket a vertical H-beam having a plurality of third through holes formed in a plane, the upper end of which is inserted between the first fastening plates of each of the base brackets and coupled with a bolt; It is made of steel and is formed in the shape of a square plate, and a fourth through hole is formed at a position corresponding to the second through hole of the vertical H-beam steel, and a second fastening plate with a fifth through hole is welded vertically to the front.
- a flange gusset bracket bolted to the plane of each vertical H-beam; It is made of steel and is bent into a diagonal shape, so that a first bolt hole is formed on both sides at a position corresponding to the third through hole of the vertical H-beam, and a third fastening plate with a sixth through hole is perpendicular to the front.
- a web gusset bracket that is welded together, is inserted into a groove of each of the vertical H-beams, and is bolted to the flange gusset bracket; It is made of steel and is bent into a diagonal shape, and a second bolt hole is formed on both sides at a position corresponding to the third through hole of the vertical H-beam, and the web gusset bracket is not coupled to reinforce the strength.
- a stiffener bracket inserted into the groove of the vertical H-beam and bolted to the flange gusset bracket; And a seventh through hole is formed on the vertical surfaces at both ends in a portion corresponding to the fifth through hole of the second fastening plate of the flange gusset bracket or the sixth through hole of the third fastening plate of the web gusset bracket to support the pipe. It is characterized in that it includes a horizontal H-beam bolted to the flange gusset bracket and the adjacent flange gusset bracket or to the web gusset bracket and the adjacent web gusset bracket.
- the fifth through hole provided in the second fastening plate of the flange gusset bracket and the sixth through hole provided in the third fastening plate of the web gusset bracket are oval shaped to correspond to the length error of the horizontal H-beam.
- the vertical surface of the horizontal H-beam is located at the plane vertical center line of the vertical H-beam. They are spaced in one direction from the vertical center line by the thickness of the vertical surface and joined by welding.
- first bolt hole of the web gusset bracket and the second bolt hole of the stiffener bracket are formed with a diameter to which the bolt is directly fastened so that the nut is not fastened and the bolt is fixed using only the bolt.
- the bolts fastened to the first bolt hole of the web gusset bracket and the second bolt hole of the stiffener bracket have wedge-shaped irregularities formed on the bottom of the head to prevent loosening due to vibration.
- the strength of the vertical H-beam is reinforced by installing the web gusset bracket or stiffener bracket on the same line as the flange gusset bracket in grooves on both sides when the flange gusset bracket is installed on a flat surface.
- the second fastening plate of the flange gusset bracket and the third fastening plate of the web gusset bracket have an inclination to enable installation of the horizontal H-beam in an inclined direction and are welded vertically to the front. do.
- a base bracket fixed to the ceiling slab and a vertical H-beam are combined to support the facility pipes, and a flange gusset bracket is installed on the plane of the vertical H-beam or a groove is installed.
- Install a web gusset bracket to freely install a horizontal H-beam in the transverse or longitudinal direction, and install a stiffener bracket in the area where the web gusset bracket is not installed, so that the flange gusset bracket can be directly bolted without a web gusset bracket or stiffener bracket and nut.
- the horizontal H-beam when the height of the horizontal H-beam is changed differently from the design according to site conditions, the horizontal H-beam can be combined by only forming a through hole in the vertical H-beam at the site, so the position can be easily changed on site.
- work time can be shortened by mutually fastening the flange gusset bracket to all parts using bolts and nuts in addition to the bolted part of the web gusset bracket or stiffener bracket.
- Figure 1 is a perspective view showing the configuration of a stand structure for supporting facility pipes according to the present invention.
- Figure 2 is an exploded perspective view of Figure 1.
- Figure 3 is a cross-sectional view taken along line A-A of Figure 1.
- Figures 4 to 6 are perspective views showing the configuration of a trestle structure for supporting facility pipes according to another embodiment of the present invention.
- Figure 7 is a perspective view showing the configuration of a stand structure for supporting facility pipes according to another embodiment of the present invention.
- Figure 8 is an exploded perspective view of Figure 7.
- Figure 1 is a perspective view showing the configuration of a stand structure for supporting facility pipes according to the present invention
- Figure 2 is an exploded perspective view of Figure 1
- Figure 3 is a cross-sectional view of part A-A of Figure 1
- Figures 4 to 6 are diagrams of the present invention.
- This is a perspective view showing the configuration of a stand structure for supporting facility piping according to another embodiment.
- the stand structure (1) for supporting facility piping includes a base bracket (10), a vertical H-beam (20), a flange gusset bracket (30), and a web gusset bracket ( 40), a stiffener bracket 50, and a horizontal H-beam (60).
- the base bracket 10 is made of steel and is formed in the shape of a square plate to be coupled to an anchor fixed to the ceiling slab, so that a first through hole (H1) is formed at the corner and a second through hole (H2) is provided.
- a pair of first fastening plates 11 are vertically welded together at the bottom.
- the vertical H-beam 20 has a plurality of third through-holes H3 formed on the plane, and the upper end is inserted between the first fastening plates 11 of each base bracket 10 and bolted.
- the vertical H-beam (20) is strengthened by installing a web gusset bracket (40) or stiffener bracket (50) on the same line as the flange gusset bracket (30) in the grooves on both sides. do.
- the flange gusset bracket 30 is made of steel and is formed in the shape of a square plate, so that a fourth through hole (H4) is formed at a position corresponding to the third through hole (H3) of the vertical H-beam (20).
- the second fastening plate 31 provided with the fifth through hole H5 is welded vertically to the front and bolted to the plane of each vertical H-beam 20.
- the fifth through-hole H5 is preferably formed in an oval shape to correspond to the length error of the horizontal H-beam 60.
- the second fastening plate 31 of the flange gusset bracket 30 is a vertical surface at the vertical center line so that when the horizontal H-beam 60 is coupled, the vertical surface of the horizontal H-beam 60 is located at the flat vertical center line of the vertical H-beam 20. They are spaced apart in one direction by the thickness and joined by welding.
- the web gusset bracket 40 is made of steel and is formed in a diagonally bent shape, and has a first bolt hole (H3) on both sides at a position corresponding to the third through hole (H3) of the vertical H-beam (20).
- BH1 is formed, and the third fastening plate 41 with the sixth through hole H6 is vertically welded to the front and is inserted into the groove of each vertical H-beam 20 to form a flange gusset bracket 30. ) and bolted.
- the sixth through hole (H6) is preferably formed in an oval shape to correspond to the length error of the horizontal H-beam (60).
- the third grain plate 41 of the web gusset bracket 40 is a vertical surface at the vertical center line so that the vertical surface of the horizontal H-beam 60 is located at the flat vertical center line of the vertical H-beam 20 when the horizontal H-beam 60 is coupled. They are spaced apart in one direction by the thickness and joined by welding.
- the first bolt hole (BH1) of the web gusset bracket 40 is preferably formed with a diameter to which the bolt (B) is directly fastened so that the nut is not fastened and fixed using only the bolt (B), and the first bolt hole It is desirable that wedge-shaped irregularities (C) are formed on the bottom of the head to prevent loosening due to vibration that is fastened to (BH1).
- the stiffener bracket 50 is made of steel and is formed in a diagonally bent shape, and has a second bolt hole (BH2) on both sides at a position corresponding to the third through hole (H3) of the vertical H-beam (20). is formed, and the web gusset bracket 40 is inserted into the groove of each unbonded vertical H-beam 20 and bolted to the flange gusset bracket 30 to reinforce strength.
- BH2 second bolt hole
- the second bolt hole (BH2) of the stiffener bracket 50 is preferably formed with a diameter to which the bolt (B) is directly fastened so that the nut is not fastened and fixed using only the bolt (B), and the second bolt hole ( It is preferable that a wedge-shaped concavo-convex (C) is formed on the bottom of the head to prevent loosening due to vibration when fastened to BH2).
- the horizontal H-beam 60 has a sixth through hole (H6) of the second fastening plate 31 of the flange gusset bracket 30 or a third fastening plate 41 of the web gusset bracket 40 on the vertical surfaces at both ends.
- a seventh through hole (H7) is formed in a portion corresponding to the second bolt hole (BH2) of the flange gusset bracket (30) and a neighboring flange gusset bracket (30) or web gusset bracket (40) to support the pipe. It is bolted to the neighboring web gusset bracket (40).
- the flange gusset bracket 30 or the web gusset bracket 40 and the stiffener bracket 50 are bolted to the vertical H-beam 20 depending on the installation position of the horizontal H-beam 60 supporting the pipe.
- the flange gusset bracket 30 is placed on one side of the vertical H-beam 20, and the flange gusset bracket 30 ) and the stiffener bracket (50) is positioned in each groove on both sides of the vertical H-beam (20) on the same line, and the bolt (B) is inserted into the fourth through hole (H4) of the flange gusset bracket (30) and the vertical H-beam ( 20) through the third through hole (H3), and then fastened to the second bolt hole (BH2) of the stiffener bracket (50).
- the flange gusset bracket 30 is placed on one side of the vertical H-beam 20, and the flange gusset bracket is With the web gusset bracket (40) and stiffener bracket (50) positioned in the grooves of the vertical H-beam (20) on the same line as (30), respectively, insert the bolt (B) into the fourth through hole of the flange gusset bracket (30).
- the first bolt hole (BH1) of the web gusset bracket (40) and the second bolt hole (BH2) of the stiffener bracket (50) Fasten and secure.
- the flange gusset bracket 30 is placed on one side of the vertical H-beam 20, and the flange gusset bracket is With the web gusset brackets (40) positioned in the grooves on both sides of the vertical H-beam (20) on the same line as (30), the bolt (B) is placed perpendicular to the fourth through hole (H4) of the flange gusset bracket (30). It penetrates the third through hole (H3) of the H-beam (20) and then fastens to the first bolt hole (BH1) of the web gusset bracket (40).
- the flange gusset bracket 30 is placed on both planes of the vertical H-beam 20, and the flange gusset is With the web gusset brackets (40) positioned in the grooves on both sides of the vertical H-beam (20) on the same line as the bracket (30), the bolt (B) is inserted into the fourth through hole (H4) of the flange gusset bracket (30). It is fixed by penetrating the third through hole (H3) of the vertical H-beam (20) and then fastening it to the first bolt hole (BH1) of the web gusset bracket (40).
- the vertical H-beam (20) is lifted, the anchor (A) fixed to the ceiling slab (S) is inserted into the first through-hole (H1) of the base bracket (10), and the nut is tightened to form the horizontal H-beam (60). ) are respectively fixed to the ceiling slab (S).
- the horizontal H-beam 60 is lifted and placed on the second fastening plate 31 of the flange gusset bracket 30 and the third fastening plate 41 of the web gusset bracket 40, and the fifth bolt hole ( Complete the installation by fastening bolts and nuts to H5) or the 6th through hole (H6) and the 7th through hole (H7) to secure them to each other.
- the stand structure for supporting facility pipes includes a base bracket 10, a flange gusset bracket 30, a web gusset bracket 40, and
- the vertical H-beam (20) can be fixed more stably by distributing the load on the ceiling slab using the horizontal H-beam (60).
- Figure 7 is a perspective view showing the configuration of a stand structure for supporting facility pipes according to another embodiment of the present invention
- Figure 8 is an exploded perspective view of Figure 7.
- the flange gusset bracket 30 is made of steel and is formed in the shape of a square plate, so that a fourth through hole (H4) is formed at a position corresponding to the third through hole (H3) of the vertical H-beam 20, and the fifth through hole (H4) is formed in a position corresponding to the third through hole (H3) of the vertical H-beam (20).
- the second fastening plate 31 provided with the through hole H5 has an upward slope (for example, 45°) at the front and is vertically welded and bolted to the plane of each vertical H-beam 20.
- the second fastening plate 31 of the flange gusset bracket 30 is a vertical surface at the vertical center line so that when the horizontal H-beam 60 is coupled, the vertical surface of the horizontal H-beam 60 is located at the flat vertical center line of the vertical H-beam 20. They are spaced apart in one direction by the thickness and joined by welding.
- the web gusset bracket 40 is made of steel and is formed in a diagonally bent shape, so that a first bolt hole (BH1) is formed on both sides at a position corresponding to the third through hole (H3) of the vertical H-beam (20).
- the third fastening plate 41 provided with the sixth through hole (H6) is vertically welded with an upward slope (for example, 45°) at the front, and is connected to the groove of each vertical H-beam 20. It is inserted and bolted to the flange gusset bracket (30).
- the third grain plate 41 of the web gusset bracket 40 is a vertical surface at the vertical center line so that the vertical surface of the horizontal H-beam 60 is located at the flat vertical center line of the vertical H-beam 20 when the horizontal H-beam 60 is coupled. They are spaced apart in one direction by the thickness and joined by welding.
- the first bolt hole (BH1) of the web gusset bracket 40 is preferably formed with a diameter to which the bolt (B) is directly fastened so that the nut is not fastened and fixed using only the bolt (B), and the first bolt hole It is desirable that wedge-shaped irregularities (C) are formed on the bottom of the head to prevent loosening due to vibration that is fastened to (BH1).
- the second fastening plate 31 of the flange gusset bracket 30 and the third fastening plate 41 of the web gusset bracket 40 are formed in an inclined direction and coupled to the vertical H-beam 20.
- the stiffener bracket 50 is installed in the groove of the vertical H-beam 20 where the web gusset bracket 40 is not installed.
- Base bracket 20 Vertical H-beam steel
- Flange gusset bracket 40 Web gusset bracket
- Stiffener bracket 60 Horizontal H-beam steel
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Abstract
The present invention relates to a rack structure and, specifically, to a rack structure for supporting facility piping, the structure providing a flange gusset bracket on a plane of a vertical H-beam or providing a web gusset bracket in a recessed groove in a state in which a base bracket fixed to a ceiling slab and the vertical H-beam are coupled, such that a horizontal H-beam is provided freely in the transverse or longitudinal direction, and thus facility piping is supported, and having a stiffener bracket provided at a portion at which the web gusset bracket is not provided, such that the flange gusset bracket is directly fastened to the web gusset bracket or the stiffener bracket by means of bolts without nuts, and thus operating time is shortened and the outbreak of a fire is prevented.
Description
본 발명은 가대 구조물에 관한 것으로서, 상세하게는 설비 배관을 지지하도록 천장 슬래브에 고정되는 베이스 브라켓과 수직 H형강을 결합시킨 상태에서 수직 H형강의 평면에 플랜지 거싯 브라켓을 설치하거나 요홈에 웹 거싯 브라켓을 설치하여 횡방향 또는 종방향으로 자유롭게 수평 H형강을 설치하고, 웹 거싯 브라켓이 미설치되는 부분에 스티프너 브라켓을 설치하여 플랜지 거싯 브라켓을 웹 거싯 브라켓 또는 스티프너 브라켓과 너트없이 볼트로 직접 체결함으로써 작업 시간을 단축시키고, 화재 발생을 미연에 방지하도록 하는 설비 배관 지지용 가대 구조물에 관한 것이다.The present invention relates to a trestle structure, and in detail, a base bracket fixed to the ceiling slab to support facility piping is combined with a vertical H-beam, and a flange gusset bracket is installed on the plane of the vertical H-beam or a web gusset bracket is installed in the groove. By installing a horizontal H-beam freely in the transverse or longitudinal direction, and installing a stiffener bracket in the area where the web gusset bracket is not installed, the flange gusset bracket is directly fastened to the web gusset bracket or stiffener bracket with bolts without nuts, reducing work time. It relates to a trestle structure for supporting facility piping that shortens and prevents fires from occurring.
일반적으로, 재래식 배관 시공법은 일반 형강류인 "기억자"형, "디귿자"형, "I"형, "H"형 등의 형강류를 작업 현장에서 산소절단 또는 스피드 커터(Speed Cutter) 등으로 절단하여 용접한 뒤 이를 배관 지지 가대로 사용하였다.Generally, the conventional piping construction method involves cutting general section steels such as "memory" type, "digger" type, "I" type, and "H" type with oxygen cutting or speed cutter at the work site. After welding it, it was used as a pipe support stand.
그러나, 이와 같은 시공법은 기존의 형강류를 현장에 반입하여 녹막이 도장을 실시하는 것으로 해서 완성단계인 보온공사까지 다단계의 공정을 거쳐야만 함으로써 작업자가 현장에서 배관 지지 가대를 조립 시 작업시간의 증대와 조립성이 떨어진다는 문제점이 있다.However, this type of construction method involves bringing existing section steel to the site and applying rust-blocking coating, which requires a multi-step process up to the completion stage of thermal insulation work, resulting in increased work time and increased work time for workers when assembling the pipe support stand on site. There is a problem that assembly is poor.
또한, 종래의 용접에 의한 시공법은 화재의 위험이 동반되어 이러한 위험으로 인해 작업시 작업자 외 화재 감시자 등 최소 인원 두명이 동반되어야 하기 때문에 비용과 시간의 소요가 많이 발생하는 문제점이 있다.In addition, the conventional construction method by welding is accompanied by a risk of fire, and due to this risk, at least two people, such as a fire monitor, other than the worker must be accompanied during the work, so there is a problem in that it is costly and time-consuming.
따라서, 근래에는 현장에서 작업자가 배관 지지 가대를 조립하여 설치할 수 있는 조립식 배관 지지 가대가 시공되고 있는바, 이러한 조립식 배관 지지 가대의 일례로 국내 공개특허공보 제10-2014-0093204호(트레이수단을 구비한 배관지지 가대), 국내 등록특허공보 제10-0780079호(일체형 천장 배관 가대) 등이 개시되어 있다.Therefore, in recent years, a prefabricated pipe support stand that allows workers to assemble and install the pipe support stand in the field has been constructed. An example of such a prefabricated pipe support stand is Domestic Patent Publication No. 10-2014-0093204 (with tray means). (equipped pipe support stand), Domestic Patent Publication No. 10-0780079 (integrated ceiling pipe stand), etc. are disclosed.
그러나, 이러한 종래의 배관 지지 가대는 각 파이프를 이용하여 수직 찬넬과, 수평 찬넬로 제작하기 때문에 상대적으로 가벼운 하중에만 적용될 수 있고, 대구경의 배관의 하중을 견디지 못하기 때문에 H형강으로 공장에서 기제작된 수직 찬넬과, 수평 찬넬로 적용한 조립식 배관 지지 가대가 적용된다.However, since these conventional pipe support stands are manufactured with vertical channels and horizontal channels using each pipe, they can only be applied to relatively light loads, and because they cannot withstand the load of large-diameter pipes, they are prefabricated at the factory with H-beam steel. A prefabricated piping support stand applied with vertical channels and horizontal channels is applied.
그러나, 이러한 H형강을 이용한 조립식 배관 지지 가대의 경우 공장에서 절단, 홀가공이 이루어지고, 수평 형강을 연결하기 위한 거싯(gusset) 플레이트가 수직 형강에 용접되어 현장으로 운반되기 때문에 수평 형강의 수평 불일치 등과 같은 변수 발생시 대응이 어려운 문제점이 있다.However, in the case of prefabricated pipe support racks using H-beams, cutting and hole processing are performed at the factory, and gusset plates for connecting the horizontal beams are welded to the vertical beams and transported to the site, resulting in horizontal misalignment of the horizontal beams. There is a problem in that it is difficult to respond when variables such as
또한, 거싯 플레이트에 수평 형강을 볼트와 너트를 이용하여 고정시키기 때문에 너트를 고정하기 위한 별도의 공구가 필요하고, 볼트에 너트를 일일이 고정해야만 하기 때문에 작업 시간이 증대되는 문제점이 있다.In addition, since the horizontal section steel is fixed to the gusset plate using bolts and nuts, a separate tool is needed to fix the nuts, and there is a problem in that work time is increased because the nuts must be fixed to the bolts one by one.
<선행기술문헌><Prior art literature>
<특허문헌><Patent Document>
(특허문헌 001) 국내 공개특허공보 제10-2014-0093204호(Patent Document 001) Domestic Patent Publication No. 10-2014-0093204
(특허문헌 002) 국내 등록특허공보 제10-0780079호(Patent Document 002) Domestic Registered Patent Publication No. 10-0780079
본 발명은 상기와 같은 문제점을 해결하기 위한 것으로, 설비 배관을 지지하도록 천장 슬래브에 고정되는 베이스 브라켓과 수직 H형강을 결합시킨 상태에서 수직 H형강의 평면에 플랜지 거싯 브라켓을 설치하거나 요홈에 웹 거싯 브라켓을 설치하여 횡방향 또는 종방향으로 자유롭게 수평 H형강을 설치하고, 웹 거싯 브라켓이 미설치되는 부분에 스티프너 브라켓을 설치하여 플랜지 거싯 브라켓을 웹 거싯 브라켓 또는 스티프너 브라켓과 너트없이 볼트로 직접 체결함으로써 작업 시간을 단축시키고, 화재 발생을 미연에 방지하도록 하는 설비 배관 지지용 가대 구조물을 제공하는데 그 목적이 있다.The present invention is intended to solve the above problems, by combining a base bracket fixed to the ceiling slab to support facility piping and a vertical H-beam, and installing a flange gusset bracket on the plane of the vertical H-beam or a web gusset in the groove. By installing a bracket, a horizontal H-beam can be installed freely in the transverse or longitudinal direction, and a stiffener bracket is installed in the area where the web gusset bracket is not installed, and the flange gusset bracket is directly connected to the web gusset bracket or stiffener bracket with bolts without nuts. The purpose is to provide a trestle structure for supporting facility piping to shorten time and prevent fire occurrence.
또한, 본 발명은 현장 여건에 따라 설계와 다르게 수평 H형강의 높이 변경시 현장에서 수직 H형강에 관통홀만을 형성하면 수평 H형강을 결합할 수 있어 현장에서 손쉽게 위치 변경이 가능하도록 하는 설비 배관 지지용 가대 구조물을 제공하는데 다른 목적이 있다.In addition, the present invention supports facility pipes that allow easy location changes in the field by combining the horizontal H-beams by forming only through holes in the vertical H-beams at the site when changing the height of the horizontal H-beams differently from the design depending on site conditions. There is another purpose in providing a trestle structure for use.
또, 본 발명은 플랜지 거싯 브라켓을 웹 거싯 브라켓 또는 스티프너 브라켓의 볼트 결합 부분 이외에도 모든 부분에 볼트와 너트를 이용하여 상호 고정함으로써 작업 시간을 단축시킬 수 있도록 하는 설비 배관 지지용 가대 구조물을 제공하는데 또 다른 목적이 있다.In addition, the present invention provides a stand structure for supporting facility piping that can shorten work time by mutually fastening the flange gusset bracket to all parts using bolts and nuts in addition to the bolted portion of the web gusset bracket or stiffener bracket. There is another purpose.
상기와 같은 목적을 달성하기 위한 본 발명의 특징은,The features of the present invention for achieving the above object are,
천장 슬래브에 고정된 앵커에 결합되도록 강재 재질로 사각 판 형태로 형성되어 모서리에 제 1관통홀이 형성되고, 제 2관통홀이 구비된 한 쌍의 제 1체결 플레이트가 저면에서 수직으로 용접 결합되는 베이스 브라켓과; 평면에 복수의 제 3관통홀이 형성되고, 상단이 각각의 상기 베이스 브라켓의 상기 제 1체결 플레이트 사이에 삽입되어 볼트 결합되는 수직 H형강과; 강재 재질로 사각 판 형태로 형성되어 상기 수직 H형강의 제 2관통홀과 대응되는 위치에 제 4관통홀이 형성되고, 제 5관통홀이 구비된 제 2체결 플레이트가 정면에 수직으로 용접 결합되어 각각의 상기 수직 H형강의 평면에 볼트 결합되는 플랜지 거싯 브라켓과; 강재 재질로 디귿자로 절곡된 형태로 형성되어 양측면에 상기 수직 H형강의 제 3관통홀과 대응되는 위치에 제 1볼트홀이 형성되고, 제 6관통홀이 구비된 제 3체결 플레이트가 정면에 수직으로 용접 결합되며, 각각의 상기 수직 H형강의 요홈에 삽입되어 상기 플랜지 거싯 브라켓과 볼트 결합되는 웹 거싯 브라켓과; 강재 재질로 디귿자로 절곡된 형태로 형성되어 양측면에 상기 수직 H형강의 제 3관통홀과 대응되는 위치에 제 2볼트홀이 형성되고, 강도를 보강하도록 상기 웹 거싯 브라켓이 미결합된 각각의 상기 수직 H형강의 요홈에 삽입되어 상기 플랜지 거싯 브라켓과 볼트 결합되는 스티프너 브라켓; 및 양단 수직면에 상기 플랜지 거싯 브라켓의 제 2체결 플레이트의 제 5관통홀 또는 상기 웹 거싯 브라켓의 제 3체결 플레이트의 제 6관통홀과 대응되는 부분에 제 7관통홀이 형성되어 배관이 지지되도록 상기 플랜지 거싯 브라켓과 이웃하는 플랜지 거싯 브라켓 또는 상기 웹 거싯 브라켓과 이웃하는 웹 거싯 브라켓에 볼트 결합되는 수평 H형강을 포함하는 것을 특징으로 한다.It is formed in the shape of a square plate made of steel to be coupled to an anchor fixed to the ceiling slab, a first through hole is formed at the corner, and a pair of first fastening plates with a second through hole are vertically welded at the bottom. a base bracket; a vertical H-beam having a plurality of third through holes formed in a plane, the upper end of which is inserted between the first fastening plates of each of the base brackets and coupled with a bolt; It is made of steel and is formed in the shape of a square plate, and a fourth through hole is formed at a position corresponding to the second through hole of the vertical H-beam steel, and a second fastening plate with a fifth through hole is welded vertically to the front. A flange gusset bracket bolted to the plane of each vertical H-beam; It is made of steel and is bent into a diagonal shape, so that a first bolt hole is formed on both sides at a position corresponding to the third through hole of the vertical H-beam, and a third fastening plate with a sixth through hole is perpendicular to the front. a web gusset bracket that is welded together, is inserted into a groove of each of the vertical H-beams, and is bolted to the flange gusset bracket; It is made of steel and is bent into a diagonal shape, and a second bolt hole is formed on both sides at a position corresponding to the third through hole of the vertical H-beam, and the web gusset bracket is not coupled to reinforce the strength. A stiffener bracket inserted into the groove of the vertical H-beam and bolted to the flange gusset bracket; And a seventh through hole is formed on the vertical surfaces at both ends in a portion corresponding to the fifth through hole of the second fastening plate of the flange gusset bracket or the sixth through hole of the third fastening plate of the web gusset bracket to support the pipe. It is characterized in that it includes a horizontal H-beam bolted to the flange gusset bracket and the adjacent flange gusset bracket or to the web gusset bracket and the adjacent web gusset bracket.
여기에서, 상기 플랜지 거싯 브라켓의 제 2체결 플레이트에 구비된 제 5관통홀과, 상기 웹 거싯 브라켓의 제 3체결 플레이트에 구비된 제 6관통홀은 상기 수평 H형강의 길이 오차에 대응되도록 타원형으로 형성된다.Here, the fifth through hole provided in the second fastening plate of the flange gusset bracket and the sixth through hole provided in the third fastening plate of the web gusset bracket are oval shaped to correspond to the length error of the horizontal H-beam. is formed
여기에서 또한, 상기 플랜지 거싯 브라켓의 제 2체결 플레이트와, 상기 웹 거싯 브라켓의 제 3체결 플레이트는 상기 수평 H형강의 결합시 상기 수평 H형강의 수직면이 상기 수직 H형강의 평면 수직 중심선에 위치하도록 수직 중심선에서 수직면의 두께만큼 일방향으로 이격되어 용접 결합된다.Here, also, when the second fastening plate of the flange gusset bracket and the third fastening plate of the web gusset bracket are coupled to the horizontal H-beam, the vertical surface of the horizontal H-beam is located at the plane vertical center line of the vertical H-beam. They are spaced in one direction from the vertical center line by the thickness of the vertical surface and joined by welding.
여기에서 또, 상기 웹 거싯 브라켓의 제 1볼트홀과 상기 스티프너 브라켓의 제 2볼트홀은 너트를 미체결하고, 볼트만을 이용하여 고정하도록 볼트가 직접 체결되는 직경으로 형성된다.Here again, the first bolt hole of the web gusset bracket and the second bolt hole of the stiffener bracket are formed with a diameter to which the bolt is directly fastened so that the nut is not fastened and the bolt is fixed using only the bolt.
여기에서 또, 상기 웹 거싯 브라켓의 제 1볼트홀과 상기 스티프너 브라켓의 제 2볼트홀에 체결되는 볼트는 진동에 의해 풀림이 방지되도록 헤드 저면에 쐐기형 요철이 형성된다.Here again, the bolts fastened to the first bolt hole of the web gusset bracket and the second bolt hole of the stiffener bracket have wedge-shaped irregularities formed on the bottom of the head to prevent loosening due to vibration.
여기에서 또, 상기 수직 H형강은 평면에 상기 플랜지 거싯 브라켓의 설치시 양측 요홈에 상기 플랜지 거싯 브라켓과 동일 선상으로 상기 웹 거싯 브라켓 또는 스티프너 브라켓을 설치하여 강도를 보강한다.Here again, the strength of the vertical H-beam is reinforced by installing the web gusset bracket or stiffener bracket on the same line as the flange gusset bracket in grooves on both sides when the flange gusset bracket is installed on a flat surface.
여기에서 또, 상기 플랜지 거싯 브라켓의 제 2체결 플레이트와, 상기 웹 거싯 브라켓의 제 3체결 플레이트는 상기 수평 H형강을 경사 방향으로 설치가 가능하도록 경사를 가지며 정면에 수직으로 용접 결합되는 것을 특징으로 한다.Here again, the second fastening plate of the flange gusset bracket and the third fastening plate of the web gusset bracket have an inclination to enable installation of the horizontal H-beam in an inclined direction and are welded vertically to the front. do.
상기와 같이 구성되는 본 발명인 설비 배관 지지용 가대 구조물에 따르면, 설비 배관을 지지하도록 천장 슬래브에 고정되는 베이스 브라켓과 수직 H형강을 결합시킨 상태에서 수직 H형강의 평면에 플랜지 거싯 브라켓을 설치하거나 요홈에 웹 거싯 브라켓을 설치하여 횡방향 또는 종방향으로 자유롭게 수평 H형강을 설치하고, 웹 거싯 브라켓이 미설치되는 부분에 스티프너 브라켓을 설치하여 플랜지 거싯 브라켓을 웹 거싯 브라켓 또는 스티프너 브라켓과 너트없이 볼트로 직접 체결함으로써 작업 시간을 단축시키고, 화재 발생을 미연에 방지할 수 있다.According to the present invention's stand structure for supporting facility pipes constructed as described above, a base bracket fixed to the ceiling slab and a vertical H-beam are combined to support the facility pipes, and a flange gusset bracket is installed on the plane of the vertical H-beam or a groove is installed. Install a web gusset bracket to freely install a horizontal H-beam in the transverse or longitudinal direction, and install a stiffener bracket in the area where the web gusset bracket is not installed, so that the flange gusset bracket can be directly bolted without a web gusset bracket or stiffener bracket and nut. By fastening, work time can be shortened and fires can be prevented in advance.
또한, 본 발명에 따르면 현장 여건에 따라 설계와 다르게 수평 H형강의 높이 변경시 현장에서 수직 H형강에 관통홀만을 형성하면 수평 H형강을 결합할 수 있어 현장에서 손쉽게 위치를 변경할 수 있다.In addition, according to the present invention, when the height of the horizontal H-beam is changed differently from the design according to site conditions, the horizontal H-beam can be combined by only forming a through hole in the vertical H-beam at the site, so the position can be easily changed on site.
또, 본 발명에 따르면 플랜지 거싯 브라켓을 웹 거싯 브라켓 또는 스티프너 브라켓의 볼트 결합 부분 이외에도 모든 부분에 볼트와 너트를 이용하여 상호 고정함으로써 작업 시간을 단축시킬 수 있다.In addition, according to the present invention, work time can be shortened by mutually fastening the flange gusset bracket to all parts using bolts and nuts in addition to the bolted part of the web gusset bracket or stiffener bracket.
도 1은 본 발명에 따른 설비 배관 지지용 가대 구조물의 구성을 나타낸 사시도이다.Figure 1 is a perspective view showing the configuration of a stand structure for supporting facility pipes according to the present invention.
도 2는 도 1의 분해 사시도이다.Figure 2 is an exploded perspective view of Figure 1.
도 3은 도 1의 A-A 부분 단면도이다.Figure 3 is a cross-sectional view taken along line A-A of Figure 1.
도 4 내지 도 6은 본 발명의 다른 실시예에 따른 설비 배관 지지용 가대 구조물의 구성을 나타낸 사시도이다.Figures 4 to 6 are perspective views showing the configuration of a trestle structure for supporting facility pipes according to another embodiment of the present invention.
도 7은 본 발명의 또 다른 실시예에 따른 설비 배관 지지용 가대 구조물의 구성을 나타낸 사시도이다.Figure 7 is a perspective view showing the configuration of a stand structure for supporting facility pipes according to another embodiment of the present invention.
도 8은 도 7의 분해 사시도이다.Figure 8 is an exploded perspective view of Figure 7.
이하, 본 발명의 실시예들에 따른 설비 배관 지지용 가대 구조물의 구성을 첨부된 도면을 참조하여 상세하게 설명하면 다음과 같다.Hereinafter, the configuration of the stand structure for supporting facility pipes according to embodiments of the present invention will be described in detail with reference to the attached drawings.
하기에서 본 발명을 설명함에 있어, 관련된 공지 기능 또는 구성에 대한 구체적인 설명이 본 발명의 요지를 불필요하게 흐릴 수 있다고 판단되는 경우에는 그 상세한 설명은 생략할 것이다. 그리고 후술되는 용어들은 본 발명에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운용자의 의도 또는 관례 등에 따라 달라질 수 있다. 그러므로 그 정의는 본 명세서 전반에 걸친 내용을 토대로 내려져야 할 것이다.In the following description of the present invention, if it is determined that a detailed description of a related known function or configuration may unnecessarily obscure the gist of the present invention, the detailed description will be omitted. The terms described below are defined in consideration of the functions in the present invention, and may vary depending on the intention or custom of the user or operator. Therefore, the definition should be made based on the contents throughout this specification.
도 1은 본 발명에 따른 설비 배관 지지용 가대 구조물의 구성을 나타낸 사시도이고, 도 2는 도 1의 분해 사시도이며, 도 3은 도 1의 A-A 부분 단면도이고, 도 4 내지 도 6은 본 발명의 다른 실시예에 따른 설비 배관 지지용 가대 구조물의 구성을 나타낸 사시도이다.Figure 1 is a perspective view showing the configuration of a stand structure for supporting facility pipes according to the present invention, Figure 2 is an exploded perspective view of Figure 1, Figure 3 is a cross-sectional view of part A-A of Figure 1, and Figures 4 to 6 are diagrams of the present invention. This is a perspective view showing the configuration of a stand structure for supporting facility piping according to another embodiment.
도 1 내지 도 6을 참조하면, 본 발명에 따른 설비 배관 지지용 가대 구조물(1)은 베이스 브라켓(10)과, 수직 H형강(20)과, 플랜지 거싯 브라켓(30)과, 웹 거싯 브라켓(40)과, 스티프너 브라켓(50) 및 수평 H형강(60)으로 구성된다.Referring to Figures 1 to 6, the stand structure (1) for supporting facility piping according to the present invention includes a base bracket (10), a vertical H-beam (20), a flange gusset bracket (30), and a web gusset bracket ( 40), a stiffener bracket 50, and a horizontal H-beam (60).
먼저, 베이스 브라켓(10)은 천장 슬래브에 고정된 앵커에 결합되도록 강재 재질로 사각 판 형태로 형성되어 모서리에 제 1관통홀(H1)이 형성되고, 제 2관통홀(H2)이 구비된 한 쌍의 제 1체결 플레이트(11)가 저면에서 수직으로 용접 결합된다.First, the base bracket 10 is made of steel and is formed in the shape of a square plate to be coupled to an anchor fixed to the ceiling slab, so that a first through hole (H1) is formed at the corner and a second through hole (H2) is provided. A pair of first fastening plates 11 are vertically welded together at the bottom.
그리고, 수직 H형강(20)은 평면에 복수의 제 3관통홀(H3)이 형성되고, 상단이 각각의 베이스 브라켓(10)의 제 1체결 플레이트(11) 사이에 삽입되어 볼트 결합된다.In addition, the vertical H-beam 20 has a plurality of third through-holes H3 formed on the plane, and the upper end is inserted between the first fastening plates 11 of each base bracket 10 and bolted.
수직 H형강(20)은 평면에 플랜지 거싯 브라켓(30)의 설치시 양측 요홈에 플랜지 거싯 브라켓(30)과 동일 선상으로 웹 거싯 브라켓(40) 또는 스티프너 브라켓(50)을 모두 설치하여 강도를 보강한다.When installing the flange gusset bracket (30) on a flat surface, the vertical H-beam (20) is strengthened by installing a web gusset bracket (40) or stiffener bracket (50) on the same line as the flange gusset bracket (30) in the grooves on both sides. do.
또한, 플랜지 거싯(Flange Gusset) 브라켓(30)은 강재 재질로 사각 판 형태로 형성되어 수직 H형강(20)의 제 3관통홀(H3)과 대응되는 위치에 제 4관통홀(H4)이 형성되고, 제 5관통홀(H5)이 구비된 제 2체결 플레이트(31)가 정면에 수직으로 용접 결합되어 각각의 수직 H형강(20)의 평면에 볼트 결합된다. 이때, 제 5관통홀(H5)은 수평 H형강(60)의 길이 오차에 대응되도록 타원형으로 형성되는 것이 바람직하다.In addition, the flange gusset bracket 30 is made of steel and is formed in the shape of a square plate, so that a fourth through hole (H4) is formed at a position corresponding to the third through hole (H3) of the vertical H-beam (20). And, the second fastening plate 31 provided with the fifth through hole H5 is welded vertically to the front and bolted to the plane of each vertical H-beam 20. At this time, the fifth through-hole H5 is preferably formed in an oval shape to correspond to the length error of the horizontal H-beam 60.
플랜지 거싯 브라켓(30)의 제 2체결 플레이트(31)는 수평 H형강(60)의 결합시 수평 H형강(60)의 수직면이 수직 H형강(20)의 평면 수직 중심선에 위치하도록 수직 중심선에서 수직면의 두께만큼 일방향으로 이격되어 용접 결합된다.The second fastening plate 31 of the flange gusset bracket 30 is a vertical surface at the vertical center line so that when the horizontal H-beam 60 is coupled, the vertical surface of the horizontal H-beam 60 is located at the flat vertical center line of the vertical H-beam 20. They are spaced apart in one direction by the thickness and joined by welding.
또, 웹 거싯(Web Gusset) 브라켓(40)은 강재 재질로 디귿자로 절곡된 형태로 형성되어 양측면에 수직 H형강(20)의 제 3관통홀(H3)과 대응되는 위치에 제 1볼트홀(BH1)이 형성되고, 제 6관통홀(H6)이 구비된 제 3체결 플레이트(41)가 정면에 수직으로 용접 결합되며, 각각의 수직 H형강(20)의 요홈에 삽입되어 플랜지 거싯 브라켓(30)과 볼트 결합된다. 이때, 제 6관통홀(H6)은 수평 H형강(60)의 길이 오차에 대응되도록 타원형으로 형성되는 것이 바람직하다.In addition, the web gusset bracket 40 is made of steel and is formed in a diagonally bent shape, and has a first bolt hole (H3) on both sides at a position corresponding to the third through hole (H3) of the vertical H-beam (20). BH1) is formed, and the third fastening plate 41 with the sixth through hole H6 is vertically welded to the front and is inserted into the groove of each vertical H-beam 20 to form a flange gusset bracket 30. ) and bolted. At this time, the sixth through hole (H6) is preferably formed in an oval shape to correspond to the length error of the horizontal H-beam (60).
웹 거싯 브라켓(40)의 제 3결 플레이트(41)는 수평 H형강(60)의 결합시 수평 H형강(60)의 수직면이 수직 H형강(20)의 평면 수직 중심선에 위치하도록 수직 중심선에서 수직면의 두께만큼 일방향으로 이격되어 용접 결합된다.The third grain plate 41 of the web gusset bracket 40 is a vertical surface at the vertical center line so that the vertical surface of the horizontal H-beam 60 is located at the flat vertical center line of the vertical H-beam 20 when the horizontal H-beam 60 is coupled. They are spaced apart in one direction by the thickness and joined by welding.
웹 거싯 브라켓(40)의 제 1볼트홀(BH1)은 너트를 미체결하고, 볼트(B)만을 이용하여 고정하도록 볼트(B)가 직접 체결되는 직경으로 형성되는 것이 바람직하고, 제 1볼트홀(BH1)에 체결되는 진동에 의해 풀림이 방지되도록 헤드 저면에 쐐기형 요철(C)이 형성되는 것이 바람직하다.The first bolt hole (BH1) of the web gusset bracket 40 is preferably formed with a diameter to which the bolt (B) is directly fastened so that the nut is not fastened and fixed using only the bolt (B), and the first bolt hole It is desirable that wedge-shaped irregularities (C) are formed on the bottom of the head to prevent loosening due to vibration that is fastened to (BH1).
이어서, 스티프너(Stiffener) 브라켓(50)는 강재 재질로 디귿자로 절곡된 형태로 형성되어 양측면에 수직 H형강(20)의 제 3관통홀(H3)과 대응되는 위치에 제 2볼트홀(BH2)이 형성되고, 강도를 보강하도록 웹 거싯 브라켓(40)이 미결합된 각각의 수직 H형강(20)의 요홈에 삽입되어 플랜지 거싯 브라켓(30)과 볼트 결합된다.Next, the stiffener bracket 50 is made of steel and is formed in a diagonally bent shape, and has a second bolt hole (BH2) on both sides at a position corresponding to the third through hole (H3) of the vertical H-beam (20). is formed, and the web gusset bracket 40 is inserted into the groove of each unbonded vertical H-beam 20 and bolted to the flange gusset bracket 30 to reinforce strength.
스티프너 브라켓(50)의 제 2볼트홀(BH2)은 너트를 미체결하고, 볼트(B)만을 이용하여 고정하도록 볼트(B)가 직접 체결되는 직경으로 형성되는 것이 바람직하고, 제 2볼트홀(BH2)에 체결되는 진동에 의해 풀림이 방지되도록 헤드 저면에 쐐기형 요철(C)이 형성되는 것이 바람직하다.The second bolt hole (BH2) of the stiffener bracket 50 is preferably formed with a diameter to which the bolt (B) is directly fastened so that the nut is not fastened and fixed using only the bolt (B), and the second bolt hole ( It is preferable that a wedge-shaped concavo-convex (C) is formed on the bottom of the head to prevent loosening due to vibration when fastened to BH2).
계속해서, 수평 H형강(60)은 양단 수직면에 플랜지 거싯 브라켓(30)의 제 2체결 플레이트(31)의 제 6관통홀(H6) 또는 웹 거싯 브라켓(40)의 제 3체결 플레이트(41)의 제 2볼트홀(BH2)과 대응되는 부분에 제 7관통홀(H7)이 형성되어 배관이 지지되도록 플랜지 거싯 브라켓(30)과 이웃하는 플랜지 거싯 브라켓(30) 또는 웹 거싯 브라켓(40)와 이웃하는 웹 거싯 브라켓(40)에 볼트 결합된다.Subsequently, the horizontal H-beam 60 has a sixth through hole (H6) of the second fastening plate 31 of the flange gusset bracket 30 or a third fastening plate 41 of the web gusset bracket 40 on the vertical surfaces at both ends. A seventh through hole (H7) is formed in a portion corresponding to the second bolt hole (BH2) of the flange gusset bracket (30) and a neighboring flange gusset bracket (30) or web gusset bracket (40) to support the pipe. It is bolted to the neighboring web gusset bracket (40).
이하, 본 발명에 따른 설비 배관 지지용 가대 구조물의 설치 과정을 첨부된 도면을 참조하여 상세하게 설명하면 다음과 같다.Hereinafter, the installation process of the stand structure for supporting equipment piping according to the present invention will be described in detail with reference to the attached drawings.
각각의 베이스 브라켓(10)의 제 1체결 플레이트(11)에 수직 H형강(20)의 상단을 삽입한 상태에서 제 2관통홀(H2)과 제 3관통홀(H3)을 일치시킨 다음 볼트를 삽입한 다음 너트를 체결하여 고정시킨다.Insert the top of the vertical H-beam (20) into the first fastening plate (11) of each base bracket (10), align the second through hole (H2) and the third through hole (H3), and then tighten the bolt. After inserting, tighten the nut to secure it.
그리고, 배관을 지지하는 수평 H형강(60)의 설치 위치에 따라 수직 H형강(20)에 플랜지 거싯 브라켓(30) 또는 웹 거싯 브라켓(40)과, 스티프너 브라켓(50)을 볼트 결합한다.Then, the flange gusset bracket 30 or the web gusset bracket 40 and the stiffener bracket 50 are bolted to the vertical H-beam 20 depending on the installation position of the horizontal H-beam 60 supporting the pipe.
즉, 도 4에 도시된 바와 같이 횡방향으로만 수평 H형강(60)을 설치하고자 하는 경우에는 수직 H형강(20)의 일측 평면에 플랜지 거싯 브라켓(30)을 위치시키고, 플랜지 거싯 브라켓(30)과 동일 선상의 수직 H형강(20)의 양측 요홈에 스티프너 브라켓(50)을 각각 위치시킨 상태에서 볼트(B)를 플랜지 거싯 브라켓(30)의 제 4관통홀(H4)과 수직 H형강(20)의 제 3관통홀(H3)을 관통시킨 다음 스티프너 브라켓(50)의 제 2볼트홀(BH2)에 체결하여 고정시킨다.That is, as shown in FIG. 4, when it is desired to install the horizontal H-beam 60 only in the transverse direction, the flange gusset bracket 30 is placed on one side of the vertical H-beam 20, and the flange gusset bracket 30 ) and the stiffener bracket (50) is positioned in each groove on both sides of the vertical H-beam (20) on the same line, and the bolt (B) is inserted into the fourth through hole (H4) of the flange gusset bracket (30) and the vertical H-beam ( 20) through the third through hole (H3), and then fastened to the second bolt hole (BH2) of the stiffener bracket (50).
또한, 도 1에 도시된 바와 같이 "L"자 형태로 수평 H형강(60)을 설치하고자 하는 경우에는 수직 H형강(20)의 일측 평면에 플랜지 거싯 브라켓(30)을 위치시키고, 플랜지 거싯 브라켓(30)과 동일 선상의 수직 H형강(20)의 요홈에 웹 거싯 브라켓(40)과 스티프너 브라켓(50)을 각각 위치시킨 상태에서 볼트(B)를 플랜지 거싯 브라켓(30)의 제 4관통홀(H4)과 수직 H형강(20)의 제 3관통홀(H3)을 관통시킨 다음 웹 거싯 브라켓(40)의 제 1볼트홀(BH1)과 스티프너 브라켓(50)의 제 2볼트홀(BH2)에 체결하여 고정시킨다.In addition, as shown in FIG. 1, when it is desired to install the horizontal H-beam 60 in an "L" shape, the flange gusset bracket 30 is placed on one side of the vertical H-beam 20, and the flange gusset bracket is With the web gusset bracket (40) and stiffener bracket (50) positioned in the grooves of the vertical H-beam (20) on the same line as (30), respectively, insert the bolt (B) into the fourth through hole of the flange gusset bracket (30). After penetrating (H4) and the third through hole (H3) of the vertical H-beam (20), the first bolt hole (BH1) of the web gusset bracket (40) and the second bolt hole (BH2) of the stiffener bracket (50) Fasten and secure.
또, 도 5에 도시된 바와 같이 "T"자 형태로 수평 H형강(60)을 설치하고자 하는 경우에는 수직 H형강(20)의 일측 평면에 플랜지 거싯 브라켓(30)을 위치시키고, 플랜지 거싯 브라켓(30)과 동일 선상의 수직 H형강(20)의 양측 요홈에 웹 거싯 브라켓(40)을 각각 위치시킨 상태에서 볼트(B)를 플랜지 거싯 브라켓(30)의 제 4관통홀(H4)과 수직 H형강(20)의 제 3관통홀(H3)을 관통시킨 다음 웹 거싯 브라켓(40)의 제 1볼트홀(BH1)에 체결하여 고정시킨다.In addition, as shown in Figure 5, when it is desired to install the horizontal H-beam 60 in a "T" shape, the flange gusset bracket 30 is placed on one side of the vertical H-beam 20, and the flange gusset bracket is With the web gusset brackets (40) positioned in the grooves on both sides of the vertical H-beam (20) on the same line as (30), the bolt (B) is placed perpendicular to the fourth through hole (H4) of the flange gusset bracket (30). It penetrates the third through hole (H3) of the H-beam (20) and then fastens to the first bolt hole (BH1) of the web gusset bracket (40).
또, 도 6에 도시된 바와 같이 십자(十)자 형태로 수평 H형강(60)을 설치하고자 하는 경우에는 수직 H형강(20)의 양측 평면에 플랜지 거싯 브라켓(30)을 위치시키고, 플랜지 거싯 브라켓(30)과 동일 선상의 수직 H형강(20)의 양측 요홈에 웹 거싯 브라켓(40)을 각각 위치시킨 상태에서 볼트(B)를 플랜지 거싯 브라켓(30)의 제 4관통홀(H4)과 수직 H형강(20)의 제 3관통홀(H3)을 관통시킨 다음 웹 거싯 브라켓(40)의 제 1볼트홀(BH1)에 체결하여 고정시킨다.In addition, as shown in FIG. 6, when it is desired to install the horizontal H-beam 60 in the shape of a cross, the flange gusset bracket 30 is placed on both planes of the vertical H-beam 20, and the flange gusset is With the web gusset brackets (40) positioned in the grooves on both sides of the vertical H-beam (20) on the same line as the bracket (30), the bolt (B) is inserted into the fourth through hole (H4) of the flange gusset bracket (30). It is fixed by penetrating the third through hole (H3) of the vertical H-beam (20) and then fastening it to the first bolt hole (BH1) of the web gusset bracket (40).
이러한 상태에서 수직 H형강(20)을 인양하여 베이스 브라켓(10)의 제 1관통홀(H1)에 천장 슬래브(S)에 고정된 앵커(A)를 삽입하고 너트를 체결하여 수평 H형강(60)을 천장 슬래브(S)에 각각 고정시킨다.In this state, the vertical H-beam (20) is lifted, the anchor (A) fixed to the ceiling slab (S) is inserted into the first through-hole (H1) of the base bracket (10), and the nut is tightened to form the horizontal H-beam (60). ) are respectively fixed to the ceiling slab (S).
그리고, 수평 H형강(60)을 인양하여 플랜지 거싯 브라켓(30)의 제 2체결 플레이트(31)와 웹 거싯 브라켓(40)의 제 3체결 플레이트(41)에 거치한 상태에서 제 5볼트홀(H5) 또는 제 6관통홀(H6)과 제 7관통홀(H7)에 볼트와 너트를 체결하여 상호 고정시켜 설치를 완료한다.Then, the horizontal H-beam 60 is lifted and placed on the second fastening plate 31 of the flange gusset bracket 30 and the third fastening plate 41 of the web gusset bracket 40, and the fifth bolt hole ( Complete the installation by fastening bolts and nuts to H5) or the 6th through hole (H6) and the 7th through hole (H7) to secure them to each other.
한편, 본 발명의 또 다른 실시예에 따른 설비 배관 지지용 가대 구조물은 도 7 및 도 8에 도시된 바와 같이 베이스 브라켓(10)과, 플랜지 거싯 브라켓(30)과, 웹 거싯 브라켓(40) 및 수평 H형강(60)을 이용하여 수직 H형강(20)을 천장 슬래브에서 하중을 분산시켜 보다 안정적으로 고정시킬 수도 있다.Meanwhile, the stand structure for supporting facility pipes according to another embodiment of the present invention includes a base bracket 10, a flange gusset bracket 30, a web gusset bracket 40, and The vertical H-beam (20) can be fixed more stably by distributing the load on the ceiling slab using the horizontal H-beam (60).
도 7은 본 발명의 또 다른 실시예에 따른 설비 배관 지지용 가대 구조물의 구성을 나타낸 사시도이고, 도 8은 도 7의 분해 사시도이다.Figure 7 is a perspective view showing the configuration of a stand structure for supporting facility pipes according to another embodiment of the present invention, and Figure 8 is an exploded perspective view of Figure 7.
먼저, 플랜지 거싯 브라켓(30)은 강재 재질로 사각 판 형태로 형성되어 수직 H형강(20)의 제 3관통홀(H3)과 대응되는 위치에 제 4관통홀(H4)이 형성되고, 제 5관통홀(H5)이 구비된 제 2체결 플레이트(31)가 정면에서 상향 경사(예를 들어 45°)를 가지며 수직으로 용접 결합되어 각각의 수직 H형강(20)의 평면에 볼트 결합된다.First, the flange gusset bracket 30 is made of steel and is formed in the shape of a square plate, so that a fourth through hole (H4) is formed at a position corresponding to the third through hole (H3) of the vertical H-beam 20, and the fifth through hole (H4) is formed in a position corresponding to the third through hole (H3) of the vertical H-beam (20). The second fastening plate 31 provided with the through hole H5 has an upward slope (for example, 45°) at the front and is vertically welded and bolted to the plane of each vertical H-beam 20.
플랜지 거싯 브라켓(30)의 제 2체결 플레이트(31)는 수평 H형강(60)의 결합시 수평 H형강(60)의 수직면이 수직 H형강(20)의 평면 수직 중심선에 위치하도록 수직 중심선에서 수직면의 두께만큼 일방향으로 이격되어 용접 결합된다.The second fastening plate 31 of the flange gusset bracket 30 is a vertical surface at the vertical center line so that when the horizontal H-beam 60 is coupled, the vertical surface of the horizontal H-beam 60 is located at the flat vertical center line of the vertical H-beam 20. They are spaced apart in one direction by the thickness and joined by welding.
그리고, 웹 거싯 브라켓(40)은 강재 재질로 디귿자로 절곡된 형태로 형성되어 양측면에 수직 H형강(20)의 제 3관통홀(H3)과 대응되는 위치에 제 1볼트홀(BH1)이 형성되고, 제 6관통홀(H6)이 구비된 제 3체결 플레이트(41)가 정면에서 상향 경사(예를 들어 45°)를 가지며 수직으로 용접 결합되며, 각각의 수직 H형강(20)의 요홈에 삽입되어 플랜지 거싯 브라켓(30)과 볼트 결합된다.In addition, the web gusset bracket 40 is made of steel and is formed in a diagonally bent shape, so that a first bolt hole (BH1) is formed on both sides at a position corresponding to the third through hole (H3) of the vertical H-beam (20). In addition, the third fastening plate 41 provided with the sixth through hole (H6) is vertically welded with an upward slope (for example, 45°) at the front, and is connected to the groove of each vertical H-beam 20. It is inserted and bolted to the flange gusset bracket (30).
웹 거싯 브라켓(40)의 제 3결 플레이트(41)는 수평 H형강(60)의 결합시 수평 H형강(60)의 수직면이 수직 H형강(20)의 평면 수직 중심선에 위치하도록 수직 중심선에서 수직면의 두께만큼 일방향으로 이격되어 용접 결합된다.The third grain plate 41 of the web gusset bracket 40 is a vertical surface at the vertical center line so that the vertical surface of the horizontal H-beam 60 is located at the flat vertical center line of the vertical H-beam 20 when the horizontal H-beam 60 is coupled. They are spaced apart in one direction by the thickness and joined by welding.
웹 거싯 브라켓(40)의 제 1볼트홀(BH1)은 너트를 미체결하고, 볼트(B)만을 이용하여 고정하도록 볼트(B)가 직접 체결되는 직경으로 형성되는 것이 바람직하고, 제 1볼트홀(BH1)에 체결되는 진동에 의해 풀림이 방지되도록 헤드 저면에 쐐기형 요철(C)이 형성되는 것이 바람직하다.The first bolt hole (BH1) of the web gusset bracket 40 is preferably formed with a diameter to which the bolt (B) is directly fastened so that the nut is not fastened and fixed using only the bolt (B), and the first bolt hole It is desirable that wedge-shaped irregularities (C) are formed on the bottom of the head to prevent loosening due to vibration that is fastened to (BH1).
상기와 같이 플랜지 거싯 브라켓(30)의 제 2체결 플레이트(31)와 웹 거싯 브라켓(40)의 제 3체결 플레이트(41)를 경사 방향으로 형성해서 수직 H형강(20)에 결합한다. 이때, 수직 H형강(20)의 요홈중 웹 거싯 브라켓(40)이 미설치된 요홈에 스티프너 브라켓(50)을 설치한다.As described above, the second fastening plate 31 of the flange gusset bracket 30 and the third fastening plate 41 of the web gusset bracket 40 are formed in an inclined direction and coupled to the vertical H-beam 20. At this time, the stiffener bracket 50 is installed in the groove of the vertical H-beam 20 where the web gusset bracket 40 is not installed.
그리고, 양단이 서로 방향 방향으로 사선(예를 들어 45°)으로 절단된 수평 H형강(60)의 일단을 결합하고, 수평 H형강(60)의 타단에 플랜지 거싯 브라켓(30)의 제 2체결 플레이트(31)를 역방향으로 결합한 후 제 2체결 플레이트(31)를 천장 슬래브에 고정된 앵커에 고정시키면 수직 H형강(20)에 집중되는 하중을 분산시켜 안정적으로 설치할 수 있다.Then, one end of a horizontal H-beam (60) whose ends are cut diagonally (for example, 45°) in the direction of each other is joined, and a second fastening of the flange gusset bracket (30) is made to the other end of the horizontal H-beam (60). After coupling the plate 31 in the reverse direction and fixing the second fastening plate 31 to the anchor fixed to the ceiling slab, the load concentrated on the vertical H-beam 20 can be distributed and the installation can be performed stably.
본 발명은 다양하게 변형될 수 있고 여러 가지 형태를 취할 수 있으며 상기 발명의 상세한 설명에서는 그에 따른 특별한 실시 예에 대해서만 기술하였다. 하지만 본 발명은 상세한 설명에서 언급되는 특별한 형태로 한정되는 것이 아닌 것으로 이해되어야 하며, 오히려 첨부된 청구범위에 의해 정의되는 본 발명의 정신과 범위 내에 있는 모든 변형물과 균등물 및 대체물을 포함하는 것으로 이해되어야 한다.The present invention can be modified in various ways and can take various forms, and in the detailed description of the invention, only special embodiments thereof have been described. However, it should be understood that the present invention is not limited to the particular form mentioned in the detailed description, but rather is understood to include all modifications, equivalents and substitutes within the spirit and scope of the present invention as defined by the appended claims. It has to be.
<부호의 설명><Explanation of symbols>
10 : 베이스 브라켓 20 : 수직 H형강10: Base bracket 20: Vertical H-beam steel
30 : 플랜지 거싯 브라켓 40 : 웹 거싯 브라켓30: Flange gusset bracket 40: Web gusset bracket
50 : 스티프너 브라켓 60 : 수평 H형강50: Stiffener bracket 60: Horizontal H-beam steel
B : 볼트 BH1, 2 : 제 1, 2볼트홀B: Bolt BH1, 2: 1st, 2nd bolt hole
Claims (7)
- 천장 슬래브에 고정된 앵커에 결합되도록 강재 재질로 사각 판 형태로 형성되어 모서리에 제 1관통홀이 형성되고, 제 2관통홀이 구비된 한 쌍의 제 1체결 플레이트가 저면에서 수직으로 용접 결합되는 베이스 브라켓과;It is formed in the shape of a square plate made of steel to be coupled to an anchor fixed to the ceiling slab, a first through hole is formed at the corner, and a pair of first fastening plates with a second through hole are vertically welded at the bottom. a base bracket;평면에 복수의 제 3관통홀이 형성되고, 상단이 각각의 상기 베이스 브라켓의 상기 제 1체결 플레이트 사이에 삽입되어 볼트 결합되는 수직 H형강과;a vertical H-beam having a plurality of third through holes formed in a plane, the upper end of which is inserted between the first fastening plates of each of the base brackets and bolted;강재 재질로 사각 판 형태로 형성되어 상기 수직 H형강의 제 2관통홀과 대응되는 위치에 제 4관통홀이 형성되고, 제 5관통홀이 구비된 제 2체결 플레이트가 정면에 수직으로 용접 결합되어 각각의 상기 수직 H형강의 평면에 볼트 결합되는 플랜지 거싯 브라켓과;It is made of steel and is formed in the shape of a square plate, and a fourth through hole is formed at a position corresponding to the second through hole of the vertical H-beam steel, and a second fastening plate with a fifth through hole is welded vertically to the front. A flange gusset bracket bolted to the plane of each vertical H-beam;강재 재질로 디귿자로 절곡된 형태로 형성되어 양측면에 상기 수직 H형강의 제 3관통홀과 대응되는 위치에 제 1볼트홀이 형성되고, 제 6관통홀이 구비된 제 3체결 플레이트가 정면에 수직으로 용접 결합되며, 각각의 상기 수직 H형강의 요홈에 삽입되어 상기 플랜지 거싯 브라켓과 볼트 결합되는 웹 거싯 브라켓과;It is made of steel and is bent into a diagonal shape, so that a first bolt hole is formed on both sides at a position corresponding to the third through hole of the vertical H-beam, and a third fastening plate with a sixth through hole is perpendicular to the front. a web gusset bracket that is welded together, is inserted into a groove of each of the vertical H-beams, and is bolted to the flange gusset bracket;강재 재질로 디귿자로 절곡된 형태로 형성되어 양측면에 상기 수직 H형강의 제 3관통홀과 대응되는 위치에 제 2볼트홀이 형성되고, 강도를 보강하도록 상기 웹 거싯 브라켓이 미결합된 각각의 상기 수직 H형강의 요홈에 삽입되어 상기 플랜지 거싯 브라켓과 볼트 결합되는 스티프너 브라켓; 및It is made of steel and is bent into a diagonal shape, and a second bolt hole is formed on both sides at a position corresponding to the third through hole of the vertical H-beam, and the web gusset bracket is not coupled to reinforce the strength. A stiffener bracket inserted into the groove of the vertical H-beam and bolted to the flange gusset bracket; and양단 수직면에 상기 플랜지 거싯 브라켓의 제 2체결 플레이트의 제 5관통홀 또는 상기 웹 거싯 브라켓의 제 3체결 플레이트의 제 6관통홀과 대응되는 부분에 제 7관통홀이 형성되어 배관이 지지되도록 상기 플랜지 거싯 브라켓과 이웃하는 플랜지 거싯 브라켓 또는 상기 웹 거싯 브라켓과 이웃하는 웹 거싯 브라켓에 볼트 결합되는 수평 H형강을 포함하는 것을 특징으로 하는 설비 배관 지지용 가대 구조물.A seventh through hole is formed on the vertical surfaces at both ends in a portion corresponding to the fifth through hole of the second fastening plate of the flange gusset bracket or the sixth through hole of the third fastening plate of the web gusset bracket, so that the pipe is supported on the flange. A trestle structure for supporting facility piping, comprising a horizontal H-beam bolted to a gusset bracket and an adjacent flange gusset bracket or a web gusset bracket adjacent to the web gusset bracket.
- 제 1 항에 있어서,According to claim 1,상기 플랜지 거싯 브라켓의 제 2체결 플레이트에 구비된 제 5관통홀과, 상기 웹 거싯 브라켓의 제 3체결 플레이트에 구비된 제 6관통홀은,The fifth through hole provided in the second fastening plate of the flange gusset bracket and the sixth through hole provided in the third fastening plate of the web gusset bracket,상기 수평 H형강의 길이 오차에 대응되도록 타원형으로 형성되는 것을 특징으로 하는 설비 배관 지지용 가대 구조물.A trestle structure for supporting facility pipes, characterized in that it is formed in an oval shape to correspond to the length error of the horizontal H-beam steel.
- 제 1 항에 있어서,According to claim 1,상기 플랜지 거싯 브라켓의 제 2체결 플레이트와, 상기 웹 거싯 브라켓의 제 3체결 플레이트는,The second fastening plate of the flange gusset bracket and the third fastening plate of the web gusset bracket,상기 수평 H형강의 결합시 상기 수평 H형강의 수직면이 상기 수직 H형강의 평면 수직 중심선에 위치하도록 수직 중심선에서 수직면의 두께만큼 일방향으로 이격되어 용접 결합되는 것을 특징으로 하는 설비 배관 지지용 가대 구조물.When the horizontal H-beams are joined, the vertical surface of the horizontal H-beams is spaced from the vertical center line in one direction by the thickness of the vertical surface so that the vertical surface of the horizontal H-beams is located at the plane vertical center line of the vertical H-beams.
- 제 1 항에 있어서,According to claim 1,상기 웹 거싯 브라켓의 제 1볼트홀과 상기 스티프너 브라켓의 제 2볼트홀은,The first bolt hole of the web gusset bracket and the second bolt hole of the stiffener bracket are,너트를 미체결하고, 볼트만을 이용하여 고정하도록 볼트가 직접 체결되는 직경으로 형성되는 것을 특징으로 하는 설비 배관 지지용 가대 구조물.A trestle structure for supporting facility piping, characterized in that the nut is not fastened and the bolt is formed with a diameter to which the bolt is directly fastened so as to be fixed using only bolts.
- 제 4 항에 있어서,According to claim 4,상기 웹 거싯 브라켓의 제 1볼트홀과 상기 스티프너 브라켓의 제 2볼트홀에 체결되는 볼트는,The bolts fastened to the first bolt hole of the web gusset bracket and the second bolt hole of the stiffener bracket are:진동에 의해 풀림이 방지되도록 헤드 저면에 쐐기형 요철이 형성되는 것을 특징으로 하는 설비 배관 지지용 가대 구조물.A trestle structure for supporting facility pipes, characterized in that wedge-shaped irregularities are formed on the bottom of the head to prevent loosening due to vibration.
- 제 1 항에 있어서,According to claim 1,상기 수직 H형강은,The vertical H-beam steel is,평면에 상기 플랜지 거싯 브라켓의 설치시 양측 요홈에 상기 플랜지 거싯 브라켓과 동일 선상으로 상기 웹 거싯 브라켓 또는 스티프너 브라켓을 설치하여 강도를 보강하는 것을 특징으로 하는 설비 배관 지지용 가대 구조물.A trestle structure for supporting equipment pipes, characterized in that when installing the flange gusset bracket on a plane, the web gusset bracket or stiffener bracket is installed in the grooves on both sides on the same line as the flange gusset bracket to reinforce the strength.
- 제 1 항에 있어서,According to claim 1,상기 플랜지 거싯 브라켓의 제 2체결 플레이트와, 상기 웹 거싯 브라켓의 제 3체결 플레이트는,The second fastening plate of the flange gusset bracket and the third fastening plate of the web gusset bracket,상기 수평 H형강을 경사 방향으로 설치가 가능하도록 경사를 가지며 정면에 수직으로 용접 결합되는 것을 특징으로 하는 설비 배관 지지용 가대 구조물.A trestle structure for supporting facility piping, characterized in that the horizontal H-beam is inclined so as to be installed in an inclined direction and is welded vertically to the front.
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KR1020220148838A KR102498341B1 (en) | 2022-11-09 | 2022-11-09 | Frame structure for supporting facility piping |
KR10-2022-0148838 | 2022-11-09 |
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KR102498341B1 (en) * | 2022-11-09 | 2023-02-10 | 한국방진방음 주식회사 | Frame structure for supporting facility piping |
KR102627366B1 (en) | 2023-09-15 | 2024-01-23 | 한국방진방음 주식회사 | Non-welding channel system |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20100095714A (en) * | 2009-02-23 | 2010-09-01 | 이완영 | Storage rack for cylinderical type goods |
KR20140093204A (en) * | 2014-07-07 | 2014-07-25 | 성화시스템챤넬(주) | Assembly type pipe support tool having tray |
JP2015121287A (en) * | 2013-12-24 | 2015-07-02 | 株式会社コーセイ | Pipe material fixing saddle |
KR20160075965A (en) * | 2014-12-19 | 2016-06-30 | 삼성물산 주식회사 | Joint structure of modular system using the bracket, Construction method and Modular system thereby |
KR102182930B1 (en) * | 2020-02-27 | 2020-11-25 | 이진희 | Strengthened support frame coupling structure |
KR102498341B1 (en) * | 2022-11-09 | 2023-02-10 | 한국방진방음 주식회사 | Frame structure for supporting facility piping |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100780079B1 (en) | 2007-05-02 | 2007-11-30 | 주식회사 한일정공 | One body type ceiling type pipe line supporter |
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Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20100095714A (en) * | 2009-02-23 | 2010-09-01 | 이완영 | Storage rack for cylinderical type goods |
JP2015121287A (en) * | 2013-12-24 | 2015-07-02 | 株式会社コーセイ | Pipe material fixing saddle |
KR20140093204A (en) * | 2014-07-07 | 2014-07-25 | 성화시스템챤넬(주) | Assembly type pipe support tool having tray |
KR20160075965A (en) * | 2014-12-19 | 2016-06-30 | 삼성물산 주식회사 | Joint structure of modular system using the bracket, Construction method and Modular system thereby |
KR102182930B1 (en) * | 2020-02-27 | 2020-11-25 | 이진희 | Strengthened support frame coupling structure |
KR102498341B1 (en) * | 2022-11-09 | 2023-02-10 | 한국방진방음 주식회사 | Frame structure for supporting facility piping |
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