KR20090000083U - structure for outside support of water tank - Google Patents

structure for outside support of water tank Download PDF

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Publication number
KR20090000083U
KR20090000083U KR2020070010804U KR20070010804U KR20090000083U KR 20090000083 U KR20090000083 U KR 20090000083U KR 2020070010804 U KR2020070010804 U KR 2020070010804U KR 20070010804 U KR20070010804 U KR 20070010804U KR 20090000083 U KR20090000083 U KR 20090000083U
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KR
South Korea
Prior art keywords
support member
vertical support
tank
vertical
horizontal support
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KR2020070010804U
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Korean (ko)
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정경자
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주식회사 청산기업
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Priority to KR2020070010804U priority Critical patent/KR20090000083U/en
Publication of KR20090000083U publication Critical patent/KR20090000083U/en

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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D90/00—Component parts, details or accessories for large containers
    • B65D90/12—Supports
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D88/00—Large containers
    • B65D88/02—Large containers rigid
    • B65D88/10—Large containers rigid parallelepipedic
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D90/00—Component parts, details or accessories for large containers
    • B65D90/02—Wall construction
    • B65D90/08—Interconnections of wall parts; Sealing means therefor

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

본 고안은, 바닥부의 네 변에 일정간격으로 다수 설치되며, 지지편 내부에 수평지지부재가 결합되는 결합홈이 대향하게 형성된 수직지지부재를 구성하고, 상기 수직지지부재의 결합홈에 수직지지부재와 동일한 높이로 장착되는 요철판형의 수평지지부재를 구성함으로써, 수조의 내압을 용이하게 견딜 수 있을 뿐만 아니라 부품의 변형을 방지하면서 제품의 수명을 연장하므로 사용자로 하여금 제품에 대한 신뢰성을 향상시킬 수 있는 수조의 외측지지부 구조에 관한 것이다.The present invention, a plurality of installed on the four sides of the bottom portion at regular intervals, and constitutes a vertical support member formed opposite to the coupling groove coupled to the horizontal support member inside the support piece, the vertical support member in the coupling groove of the vertical support member By constructing the uneven plate-type horizontal support member mounted at the same height as that, it can not only easily withstand the internal pressure of the tank but also extend the life of the product while preventing the deformation of the parts, thereby allowing the user to improve the reliability of the product. It relates to the structure of the outer support of the tank.

수조, 외측지지부, 수직지지부재, 수평지지부재, Tank, outer support, vertical support, horizontal support,

Description

수조의 외측지지부 구조{structure for outside support of water tank}Structure for outside support of water tank

도 1은 종래 수조의 측단면도1 is a side cross-sectional view of a conventional water tank

도 2는 본 고안이 적용된 수조의 분리사시도Figure 2 is an exploded perspective view of the tank to which the present invention is applied

도 3은 본 고안의 측단면도3 is a side cross-sectional view of the present invention

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

100: 바닥부 200: 외측지지부100: bottom portion 200: outer support portion

300: 보온부 400: 칸막이부300: heat insulation portion 400: partition portion

500: 벽체부 510: 중공수지패널500: wall portion 510: hollow resin panel

600: 라이닝부 610: 수지시트600: lining portion 610: resin sheet

700: 내부보강부 800: 상판부700: internal reinforcement unit 800: top plate

910: 마감부재910: finishing member

본 고안은 수조의 외측지지부에 관한 것으로, 보다 상세하게는 외측지지부의 수직지지부재 사이에 수직지지부재와 동일한 크기의 수평지지부재를 수직지지부재의 결합홈에 장착하여 수조의 내압을 견디도록 하는 수조의 외측지지부 구조에 관한 것이다.The present invention relates to an outer support of the tank, and more particularly, a horizontal support member having the same size as the vertical support member between the vertical support member of the outer support in the coupling groove of the vertical support member to withstand the internal pressure of the tank The outer support structure of the tank.

일반적으로 수조(水槽)는, 내부에 일정량의 물을 저장하여 주거용 아파트 및 업무용 빌딩 등과 같이 생활용수의 사용이 많은 건축물에 공급하는 것으로, 이는 재질에 따라 스테인레스패널수조, 합성수지(SMC)패널수조, 콘크리트수조 등으로 분류된다.Generally, a water tank stores a certain amount of water inside and supplies it to a building that uses a lot of water for living such as residential apartments and business buildings, and according to the material, it is a stainless panel tank, a synthetic resin (SMC) panel tank, It is classified into concrete tank.

이러한 수조에 있어서 스테인레스패널수조는, 콘크리트수조의 시공성 문제를 보안한 이점은 있으나 원자재 가격의 상승으로 비경제적인 문제점이 있고, 합성수지(SMC)패널수지의 경우는 내구성이 약한 문제점이 있으며, 콘크리트수조의 경우는, 수압이나 휨하중에 대응하는 구조적강도 및 내구성이 우수한 이점이 있으나, 이는 콘크리트수조가 형성되도록 결합한 거푸집에 콘크리트를 타설하여 양생시킨 후, 거푸집을 철거해야 하는 등 작업공정이 복잡할 뿐만 아니라 공사기간도 많이 소요되는 문제점이 있었다.In such a tank, the stainless panel tank has the advantage of securing the construction problem of the concrete tank, but there is an uneconomic problem due to the rise of raw material prices, and the synthetic resin (SMC) panel resin has a weak durability, and the concrete tank In this case, the structural strength and durability corresponding to the hydraulic pressure and the bending load are excellent, but this is not only complicated work process, such as the need to remove the formwork after pouring the concrete into the formwork combined to form the concrete tank, There was a problem that takes a lot of construction period.

상기의 문제점을 해결하기 위해 근래에 본원 출원인이 2007년 특허출원 제35241호로 수조를 출원하였으며, 선출원된 특허는, 종래의 문제점을 해결하는 이점은 있으나, 수직지지부재(21)에 수평지지부재(22)가 일정간격 이격되게 적층되도록 외측지지부(20)를 구성하는데, 이는 도 1에 도시된 바와 같이, 수직지지부재(21)에 일정간격 이격되게 적층된 수평지지부재(22) 사이는 수조(10)의 내압을 견딜 수 없 을 뿐만 아니라 심지어는 수조(10)의 내압이 수직지지부재(21)에 적층된 어느 하나의 수평지지부재(22)에 집중될 때, 수평지지부재(22)가 변형되는 문제점이 있었고, 이로 인해 제품의 수명을 단축시키면서 제품에 대한 신뢰성을 떨어뜨리는 문제점이 있었다.In order to solve the above problems, the applicant of the present application has recently applied for a water tank in 2007 Patent Application No. 324141, the prior patent has the advantage of solving the conventional problems, but the horizontal support member ( The outer support 20 is configured such that 22 is laminated at regular intervals, and as shown in FIG. 1, between the horizontal support members 22 laminated at regular intervals on the vertical support member 21. Not only cannot withstand the internal pressure of 10), even when the internal pressure of the water tank 10 is concentrated on any one of the horizontal support members 22 stacked on the vertical support member 21, the horizontal support member 22 is There was a problem that is deformed, thereby reducing the life of the product while reducing the reliability of the product.

이에 본 고안은 상술한 바와 같은 종래의 제반결함을 감안하여 이루어진 것으로, 그 목적은 수직지지부재 사이에 수직지지부재와 동일한 높이의 수평지지부재를 수직지지부재의 결합홈에 장착하여 수조의 내압을 견디도록 하는 수조의 외측지지부 구조를 제공함에 있다.The present invention has been made in view of the above-mentioned conventional defects, and its object is to install a horizontal support member having the same height as the vertical support member between the vertical support members in the coupling groove of the vertical support member to increase the internal pressure of the tank. It is to provide an outer support structure of the tank to withstand.

이러한 목적을 달성하기 위한 본 고안은,The present invention for achieving this purpose,

바닥부의 네 변에 일정간격으로 다수 설치되며, 지지편 내부에 수평지지부재가 결합되는 결합홈이 대향하게 형성된 수직지지부재와;A plurality of vertical support members installed on four sides of the bottom portion at predetermined intervals and having coupling grooves to which horizontal support members are coupled to each other inside the support pieces;

상기 수직지지부재의 결합홈에 수직지지부재와 동일한 높이로 장착되는 요철판형의 수평지지부재를 구성하는 것을 특징으로 하는 것이다.It is characterized in that the horizontal support member of the concave-convex plate type is mounted to the coupling groove of the vertical support member at the same height as the vertical support member.

이하 첨부된 도면에 의거 본 고안의 일실시예를 상세하게 설명한다. 도 2는 본 고안이 적용된 수조의 분리사시도이다.Hereinafter, an embodiment of the present invention will be described in detail with reference to the accompanying drawings. Figure 2 is an exploded perspective view of the tank to which the present invention is applied.

본 고안은, 바닥부(100)의 네 변에 일정간격으로 다수 설치되며, 지지편(211) 내부에 수평지지부재(220)가 결합되는 결합홈(212)이 대향하게 형성된 수직지지부재(210)가 구비되고, 상기 수직지지부재(210)의 결합홈(212)에 수직지지부재(210)와 동일한 높이로 장착되는 요철판형의 수평지지부재(220)가 구비된 외측지지부(200)가 구성된다.According to the present invention, a plurality of vertical support members 210 are installed at four sides of the bottom part 100 at predetermined intervals, and coupling grooves 212 to which the horizontal support members 220 are coupled to each other in the support piece 211 are opposed to each other. ) Is provided, the outer support portion 200 is provided with a horizontal support member 220 of the concave-convex plate is mounted at the same height as the vertical support member 210 in the coupling groove 212 of the vertical support member 210. do.

다음은 상기와 같이 구성된 본 고안의 성형과정을 설명한다.The following describes the molding process of the present invention configured as described above.

먼저, 지지편(211)의 내부에 결합홈(212)이 대향되는 수직지지부재(210)를 형성한 후, 상기 결합홈(212)에 장착되는 수평지지부재(220)를 수직지지부재(210)와 동일한 높이로 형성하는데, 상기 수평지지부재(220)는, 프레스로 가압하여 형성한 높이가 작은 다수의 요철판을 상호 용접하여 수평지지부재(220)와 동일한 높이로 형성할 수 있고, 상기 수직지지부재(220)의 높이와 동일하도록 프레스로 가압하는 요철판을 일체로 형성할 수 있는 것이다.First, the vertical support member 210 is formed inside the support piece 211 to face the coupling groove 212, and then the vertical support member 210 is mounted on the horizontal support member 220 mounted on the coupling groove 212. The horizontal support member 220 may be formed at the same height as the horizontal support member 220 by mutually welding a plurality of uneven plate formed by pressing with a small height. It is possible to integrally form the uneven plate pressurized by the press to be equal to the height of the vertical support member 220.

여기서 상기 요철판의 일측에는 수직지지부재(210)의 지지편(211) 두께와 동일한 높이로 일정간격 이격되게 보강돌기를 돌출시켜 강도를 보강하는 것이 바람직하다.Here, it is preferable to reinforce the strength by protruding the reinforcement protrusions at one side of the uneven plate at a height equal to the thickness of the support piece 211 of the vertical support member 210.

상기의 과정으로 수직지지부재(210) 및 이와 동일한 높이로 수평지지부재(220)를 형성한 상태에서, 상기 수직지지부재(210)는 콘크리트기초(C)의 상면에 구성한 바닥부(100)의 각 모서리와 그 네 변에 결합홈(212)이 길이방향을 향하도록 일정간격 이격되게 설치하고, 설치된 수직지지부재(210)의 결합홈(212) 상부에 수 평지지부재(210)를 위치시킨 후, 상기 수평지지부재(220)를 하부로 이동시키면, 상기 수평지지부재(220)의 양단부가 수직지지부재(210)(210a) 결합홈(212)에 결합됨과 동시에 수직지지부재(210)(210a)의 지지편(211)에 면접촉되면서 결합되며, 상기 수평지지부재(220)의 양단부가 지지편(211)에 면접촉되면서 결합홈(212) 하부로 이동한다In the process of forming the vertical support member 210 and the horizontal support member 220 at the same height as the above process, the vertical support member 210 of the bottom portion 100 configured on the upper surface of the concrete foundation (C) Coupling grooves 212 are installed at each corner and four sides of the coupling grooves 212 at a predetermined interval so as to face the longitudinal direction, and the horizontal support members 210 are positioned on the coupling grooves 212 of the installed vertical support members 210. Then, when the horizontal support member 220 is moved downward, both ends of the horizontal support member 220 is coupled to the vertical support member 210 (210a) coupling groove 212 and at the same time vertical support member 210 ( The surface contact is coupled to the support piece 211 of the 210a, and both ends of the horizontal support member 220 moves to the lower side of the coupling groove 212 while being in surface contact with the support piece 211.

상기 결합홈(212) 하부로 이동하여 결합홈(212)의 하단부와 동일 선상이 유지되도록 바닥부(100)에 수평지지부재(220)가 밀착되면, 도 3에 도시된 바와 같이, 상기 수평지지부재(220)의 상단부는 수직지지부재(210)(210a)와 동일한 높이로 수평선상을 유지하게 되며, 상기 수평지지부재(220)의 양단부와 면접촉된 수직지지부재(210)(210a)의 지지편(211)을 용접하여 고정시킨다.When the horizontal support member 220 is in close contact with the bottom portion 100 so as to be moved to the lower portion of the coupling groove 212 and the same as the lower end of the coupling groove 212, as shown in Figure 3, the horizontal support The upper end of the member 220 is maintained on the horizontal line at the same height as the vertical support members 210 and 210a, and the vertical support members 210 and 210a are in surface contact with both ends of the horizontal support members 220. The support piece 211 is welded and fixed.

또한, 상기 수직지지부재(210)의 상단부 네 변을 각각의 파이프(230)로 용접하여 고정시킨 후, 외측지지부(200)에 의해 사각으로 구성된 내부 공간을 칸막이부(400)의 수직지지부재(210')로 구획하고, 상기 수직지지부재(210')의 결합홈(212)에 수평지지부재(220')를 결합하면, 상기 수평지지부재(220')의 단부가 수직지지부재(210')의 지지편(211)에 면접촉되면서 결합하며, 면접촉된 수평지지부재(220')와 지지편(211)을 용접하여 고정시킨다.In addition, after the four upper edges of the vertical support member 210 are welded and fixed by the respective pipes 230, the vertical support member of the partition part 400 is formed in the inner space formed by the outer support part 200. 210 '), and when the horizontal support member 220' is coupled to the coupling groove 212 of the vertical support member 210 ', the end of the horizontal support member 220' is vertical support member 210 '. The surface contact is coupled to the support piece 211 of) and the horizontal support member 220 'and the contact piece 211 in contact with the surface is fixed by welding.

또한, 상기 수평유지부재(220)(220')의 요철 내측으로 보온효과가 뛰어나 보온재(300)의 보온부재(310)를 게재시킨 후, 상기 바닥부(100)와 외측지지부(200)의 내측 및 칸막이지지부(400)의 양측에 벽체부(500)의 중공수지패널(510)을 밀착시키면서 순차적으로 연결하는데, 상기 중공수지패널(510)은 맏대기 또는 끼워맞춤식으 로 긴밀하게 연결하여 설치한다.In addition, the heat retention effect is excellent in the convex-concave inside of the horizontal holding members (220, 220 ') after placing the insulating member 310 of the thermal insulation material 300, the inner side of the bottom portion 100 and the outer support portion 200 And while connecting the hollow resin panel 510 of the wall portion 500 in close contact with both sides of the partition support portion 400, the hollow resin panel 510 is installed in close connection to the first stand or fit type. .

이때, 상기 중공수지패널(510)은, 수평유지부재(220)에 돌출된 보강돌기에 밀착되면서 수직지지부재(210)의 지지편(211)에 밀착되어 일직선상을 유지하므로 중공수지패널(510)이 경사지지 설치되는 것을 방지할 수 있는 것이다.In this case, the hollow resin panel 510 is in close contact with the support piece 211 of the vertical support member 210 while being in close contact with the reinforcing protrusion protruding from the horizontal holding member 220 and thus maintaining the straight line. ) Can prevent the inclined support from being installed.

상기 벽체부(500)로 시공된 중공수지패널(510)의 내측 표면에 수지시트(610)를 접착한 라이닝부(600)를 구성하는데, 라이닝의 순서를 측면과 바닥면 그리고 노즐부분 등으로 열융착에 의해 실시한다.The lining part 600 is formed by adhering the resin sheet 610 to the inner surface of the hollow resin panel 510 constructed as the wall part 500. It is carried out by fusion.

또한, 상기 수지시트(610)와 중공수지패널(510) 및 수직지지부재(210)의 지지편(211)에 내부보강부(700)의 보강봉(710)을 관통하여 너트(미도시)로 체결하여 고정시키는데, 이는 격자형으로 형성하는 것이 바람직하며, 상기 바닥부(100)의 소정위치에 상판부(800)을 지지하는 수직보강부재(730)를 구성하고, 상기 수직보강부재(730)의 상부에 상판부(800)를 덮어 폐쇄시킴으로서 함체상의 수조(10)를 형성하게 된다.In addition, the resin sheet 610 and the hollow resin panel 510 and the support piece 211 of the vertical support member 210 penetrates the reinforcing rod 710 of the internal reinforcement part 700 to a nut (not shown). Fastening by fastening, which is preferably formed in a lattice shape, constitutes a vertical reinforcing member 730 for supporting the upper plate portion 800 at a predetermined position of the bottom portion 100, of the vertical reinforcing member 730 Closing the upper plate portion 800 on the top to form a water tank 10 on the enclosure.

상기의 과정으로 수조(10)를 형성한 외측지지부(200)의 외부 둘레를 마감부재(910)로 감싸 폐쇄시키면서 마감하고, 노즐, 사다리와 같은 부대부품을 설치하면 되는 것이다.The outer circumference of the outer support 200 formed with the water tank 10 in the above process is wrapped and closed with a closing member 910, and the accessory, such as nozzles, ladders may be installed.

이상에서와 같이 본 고안은, 외측지지부의 수직지지부재 사이에 수직지지부재와 동일한 높이의 수평지지부재를 장착하므로 수조의 내압을 용이하게 견딜 수 있을 뿐만 아니라 부품의 변형을 방지하면서 제품의 수명을 연장하므로 사용자로 하여금 제품에 대한 신뢰성을 향상시킬 수 있는 이점을 가질 수 있는 것이다.As described above, the present invention is equipped with a horizontal support member having the same height as the vertical support member between the vertical support member of the outer support, so that not only can easily withstand the internal pressure of the tank, but also prevents deformation of the parts, thereby prolonging the life of the product. By extension, the user can have an advantage of improving the reliability of the product.

Claims (3)

바닥부의 네 변에 일정간격으로 다수 설치되며, 지지편 내부에 수평지지부재가 결합되는 결합홈이 대향하게 형성된 수직지지부재와;A plurality of vertical support members installed on four sides of the bottom portion at predetermined intervals and having coupling grooves to which horizontal support members are coupled to each other inside the support pieces; 상기 수직지지부재의 결합홈에 수직지지부재와 동일한 높이로 장착되는 요철판형의 수평지지부재를 구성하는 것을 특징으로 하는 수조의 외측지지부 구조.The outer support structure of the tank, characterized in that for forming a horizontal support member of the concave-convex plate is mounted at the same height as the vertical support member in the coupling groove of the vertical support member. 제1항에 있어서, 수평지지부재는, The method of claim 1, wherein the horizontal support member, 상기 수직지지부재와 동일한 높이가 되도록 다수의 요철판을 용접하여 형성하는 것을 특징으로 하는 수조의 외측지지부 구조.The outer support structure of the tank, characterized in that formed by welding a plurality of uneven plate to be the same height as the vertical support member. 제1항에 있어서, 수평지지부재는,The method of claim 1, wherein the horizontal support member, 상기 수직지지부재의 높이와 동일하게 요철판을 일체로 형성하는 것을 특징으로 하는 수조의 외측지지부 구조.Outer support structure of the tank, characterized in that to form the uneven plate integrally with the height of the vertical support member.
KR2020070010804U 2007-06-29 2007-06-29 structure for outside support of water tank KR20090000083U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102312188B1 (en) * 2021-06-09 2021-10-14 주식회사 성지기공 Antibacterial PE sheet and dry pad integrated non-welding, non-reinforced PDF earthquake-resistant water tank using the same
KR102312189B1 (en) * 2021-06-09 2021-10-14 주식회사 성지기공 Dry pad integrated non-welding, non-reinforced PDF earthquake-resistant water tank

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102312188B1 (en) * 2021-06-09 2021-10-14 주식회사 성지기공 Antibacterial PE sheet and dry pad integrated non-welding, non-reinforced PDF earthquake-resistant water tank using the same
KR102312189B1 (en) * 2021-06-09 2021-10-14 주식회사 성지기공 Dry pad integrated non-welding, non-reinforced PDF earthquake-resistant water tank

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