KR100958339B1 - Water proof system of concrete water tank wall and the method thereof - Google Patents

Water proof system of concrete water tank wall and the method thereof Download PDF

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Publication number
KR100958339B1
KR100958339B1 KR1020090075850A KR20090075850A KR100958339B1 KR 100958339 B1 KR100958339 B1 KR 100958339B1 KR 1020090075850 A KR1020090075850 A KR 1020090075850A KR 20090075850 A KR20090075850 A KR 20090075850A KR 100958339 B1 KR100958339 B1 KR 100958339B1
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South Korea
Prior art keywords
concrete
panel
tank wall
wall
support
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KR1020090075850A
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Korean (ko)
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강석우
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영광기제주식회사
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B11/00—Arrangements or adaptations of tanks for water supply
    • E03B11/10—Arrangements or adaptations of tanks for water supply for public or like main water supply
    • E03B11/14—Arrangements or adaptations of tanks for water supply for public or like main water supply of underground tanks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00—Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • E04D11/02—Build-up roofs, i.e. consisting of two or more layers bonded together in situ, at least one of the layers being of watertight composition
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/13—Geometrical or physical properties having at least a mesh portion
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0006—Plastics
    • E02D2300/0009—PE
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0026—Metals
    • E02D2300/0029—Steel; Iron
    • E02D2300/0034—Steel; Iron in wire form
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/30—Miscellaneous comprising anchoring details

Abstract

PURPOSE: A waterproof system of a concrete groundwater tank wall and a method thereof are provided to reduce the number of processes and improve work efficiency using previously produced panels. CONSTITUTION: A waterproof system of a concrete groundwater tank wall comprises a bottom horizontal member(600) which is horizontally supported to form the bottom of a concrete groundwater tank, vertical members(700) which are connected to the bottom horizontal member at the right angle to support the sides of the concrete groundwater tank, a reference ink line formed in the vertical members to install a plurality of panels, an L-shaped steel support piece(850) coupled to the vertical members in order to help support of the panels, and a panel(1000) having fastening holes to be connected by fasteners(860) to the vertical members.

Description

콘크리트 지하수조 벽체의 방수 시스템 및 그 방법{Water proof system of concrete water tank wall and the method thereof}Water proof system of concrete water tank wall and the method

본 발명은 콘크리트 지하수조 벽체의 방수 시스템 및 그 방법에 관한 것으로서, 보다 상세하게는 평철을 포함하는 기존의 패널을 사용하지 않고 와이어그물망 및 용융수지에 의해 형성되는 합성 수지 시트가 순차 적층되도록 구성된 패널에 바로 앵커를 체결하여 현장에서 직접 합성수지를 코팅하지 않아도 됨으로써 생산적인 작업환경을 제공하는 콘크리트 지하수조 벽체의 방수 시스템 및 그 방법에 대한 것이다.The present invention relates to a waterproof system and a method of a concrete groundwater tank wall, and more particularly, a panel configured to sequentially laminate a synthetic resin sheet formed by a wire net and a molten resin without using an existing panel including flat iron. The present invention relates to a waterproofing system of concrete underground water tank walls and a method for providing a productive working environment by not fastening an anchor directly to a synthetic resin at the site.

일반적으로 콘크리트 지하수조는 산 중턱 또는 인적 드문 장소에 땅을 파고 벽을 설치하며, 그 내부에 필요한 물을 담수하여 적절하게 사용하기 위한 장치이다.In general, a concrete groundwater tank is a device for digging the ground and installing walls on the mountainside or in a rare place, and for freshly using the necessary water inside.

이러한 지하수조는 그 특성상 외부로부터 오염수가 유입될 수 있고, 땅 속의 인체 유해 물질이 섞일 수도 있는 것을 방지하고자 내벽에 벽체를 완벽하게 쌓아 그 위험성을 최소화 한다.The groundwater tank minimizes the risk by perfectly stacking walls on the inner wall to prevent the inflow of polluted water from outside and mixing of harmful substances in the ground.

그러나, 대부분 지하수조의 벽체는 먼저 벽면에 먹줄을 긋고 나서, 먹줄 상 하 축에 앵커볼트를 고정하고, 상기 먹줄 내에 평철을 인서트하여 각 파트별 스테인레스판을 용접한 후 상기 스테인레스판에 PE시트재를 코팅하여 부식을 방지하도록한다.However, most of the walls of the ground water tank first draw a line on the wall, then fix the anchor bolt on the upper and lower shafts of the line, insert the flat iron in the line and weld the stainless plate for each part, and then attach the PE sheet material to the stainless plate. To prevent corrosion by coating.

이렇게 설치된 스테인레스판들은 상호간 접촉부분의 틈을 막기 위하여 PE 용접을 하였다.The stainless steel plates installed in this way were PE welded to prevent gaps between the contact parts.

이러한 단계를 통해 설치되는 콘크리스 지하수조의 벽체는 바둑판 모양의 평철을 앵커볼트로 고정한 후 스테인레스판을 용접하고, 그 위에 PE시트재를 코팅함으로써, 제작 공정의 복잡화에 따른 단가의 상승과 함께 각 재질의 내부가 용이하게 접착이 안될 경우 내구성 및 수질 오염의 문제를 야기할 수 있었다.The wall of the cone basement tank installed through these steps is fixed by anchor bolts with anchor bolts, welded with stainless plates, and coated with PE sheet material, thereby increasing the unit cost due to the complexity of the manufacturing process. If the inside of the adhesive is not easily attached, it may cause problems of durability and water pollution.

이러한 단점들을 해소하기 위한 일 방안으로 대한민국 실용신안등록번호 제0437043호에는 콘크리트수조의 내벽면에 밀착되는 몸체의 중앙에 고정볼트의 머리 부분이 돌출되지 않도록 결합되는 결합공이 함몰되고, 몸체의 가장자리 내측으로 지지편이 절곡되면서 몸체 내부에 냉각구멍이 관통되는 평철의 일면에 핫멜트접착제가 응고된 열융착시트의 열융착면을 밀착한 후, 고정볼트와 칼블럭으로 고정시키고, 열융착시트에 밀착되도록 방수시트를 콘크리트수조의 내벽면에 밀착하며, 방수시트의 배면으로 투영된 평철에 고주파를 조사시켜 용융 접합하는 것을 특징으로 하는 콘크리트수조의 방수시트 고정장치에 관한 것이 게재되어 있다.In order to solve these shortcomings, Korean Utility Model Registration No. 0437043 is recessed in the center of the body that is in close contact with the inner wall surface of the concrete tank, the coupling hole coupled so that the head of the fixing bolt does not protrude, the inner edge of the body After the support piece is bent, the hot melt adhesive solidifies the heat-sealing surface of the hot melt adhesive sheet on one surface of the flat iron through which the cooling hole penetrates into the body, and then it is fixed with a fixing bolt and a knife block. The sheet is in close contact with the inner wall surface of the concrete tank, it is disclosed that the waterproof sheet fixing device for the concrete tank, characterized in that the melt-bonded by irradiating high frequency to the flat iron projected on the back of the waterproof sheet.

구체적으로 살펴보면 도 1 및 도 2에 도시된 바와 같이, 콘크리트수조(10)의 내벽면(11)에 거푸집이 이탈되면서 돌출된 요철을 그라인더로 가공하여 평탄하게 하고, 콘크리트수조(10) 내벽면(11)에 물을 저장함과 동시에 누수를 방지하는 라이 닝 작업을 하는데, 이 라이닝 작업은, 콘크리트수조(10)의 내벽면(11)을 일정간격 이격되게 드릴로 설치구멍(12)을 형성시키고, 설치구멍(12)에 칼블럭(400)을 결합한 후, 칼블럭(400)과 동일선상으로 분리된 평철(100)과 평철(100)의 표면에 열융착시트(200)의 열융착면(210)이 밀착되도록 콘크리트수조(10)의 내벽면(11)에 밀착시킨다.Specifically, as shown in FIGS. 1 and 2, as the formwork is separated from the inner wall surface 11 of the concrete tank 10, the protrusions and protrusions are processed by a grinder to flatten the inner wall surface of the concrete tank 10 ( 11) lining work to prevent water leakage at the same time to store the water, this lining work, to form the installation hole 12 by drilling the inner wall surface 11 of the concrete water tank 10 at a predetermined interval, After coupling the knife block 400 to the installation hole 12, the heat-sealed surface 210 of the heat-sealed sheet 200 on the surface of the flat iron 100 and the flat iron 100 separated in the same line with the knife block 400 ) Is in close contact with the inner wall surface 11 of the concrete water tank (10).

특히, 도 2에 도시된 바와 같이, 결합공(120)에 결합된 고정볼트(300)의 머리부분은 결합공(120)의 둘레가 함몰되어 있으므로 고정볼트(300) 머리부분이 평철(100)의 몸체(110) 상부로 돌출되지 않으며, 평철(100)의 몸체(110) 가장자리에 내측으로 절곡된 지지편(130)이 콘크리트수조(10)의 내벽면(11)에 밀착되면서 몸체(110) 내측으로 절곡된 지지편(130)의 높이만큼 몸체(110)의 내부에 공간을 형성하면서 평철(100)의 평면을 유지할 수 있는 것이다.In particular, as shown in Figure 2, since the head portion of the fixing bolt 300 coupled to the coupling hole 120 is recessed around the coupling hole 120, the fixing bolt 300 head portion is flat iron 100 The body 110 does not protrude to the upper side, the support piece 130 bent inward to the edge of the body 110 of the flat iron 100 is in close contact with the inner wall surface 11 of the concrete tank 10 body 110 The plane of the flat iron 100 can be maintained while forming a space inside the body 110 by the height of the support piece 130 bent inwardly.

그러나 이러한 개선된 벽체 방수 공법에서도 콘크리트수조 내벽면에 평철과 분리되어 고정볼트와 칼블럭으로 고정된 열융착시트를 고주파 용접기에서 조사되는 고주파로 용융시켜 평철과 방수시트를 접합하는 작업공정이 일련으로 연속되어 제작 시간 및 비용이 상승하는 문제점이 있었다.However, even in this improved wall waterproofing method, a series of work processes are performed to join the flat iron and waterproof sheet by melting the heat-sealed sheet fixed to the inner wall of the concrete tank with fixed bolts and knife blocks at high frequency irradiated by a high frequency welding machine. There was a problem in that the production time and cost increase continuously.

본 발명은 종래 콘크리트 지하수조 벽체의 방수 시스템의 단점을 해결하기 위하여 안출한 것으로 그 목적은, 제작 공정의 복잡화에 따른 단가의 상승과 각 재질의 내부가 용이하게 접착이 안될 경우 내구성 및 수질 오염의 문제를 해결한 콘크리트 지하수조 벽체의 방수 시스템을 제공하고자 하는 목적이 있다.The present invention has been made in order to solve the disadvantages of the waterproof system of the conventional concrete groundwater tank wall, the object of the increase in the unit cost due to the complexity of the manufacturing process and durability and water pollution of the interior of each material is not easily bonded The purpose is to provide a waterproofing system for the concrete groundwater tank solved the problem.

본 발명 다른 목적은 작업공정이 단축되어 작업능률의 향상에 따른 생산성이 증대되도록 단순한 구조를 가진 콘크리트 지하수조 벽체의 방수 시스템을 제공하고자 하는 목적이 있다.Another object of the present invention is to provide a waterproofing system of a concrete groundwater tank wall having a simple structure to shorten the work process to increase productivity according to the improvement of the work efficiency.

본 발명은 수평하게 지지되도록 설치되어 콘크리트 지하수조 벽체의 바닥면을 이루는 하부수평부재(600)와, 상기 하부수평부재(600)와 직각으로 연결되고, 콘크리트 지하수조 벽체의 측면을 지지하도록 설치되며, 다수의 패널(1000)이 설치되는 기준 먹선(800)이 형성된 수직부재(700)를 포함하는 콘크리트벽체에 설치되는 지하수조 벽체의 방수 시스템에 있어서, 상기 기준 먹선(800)에 부착되며, 상기 패널(1000)을 용이하게 지지할 수 있도록 "L"의 형상으로 형성되는 지지철편(850)을 포함하며, 상기 패널(1000)은 금속플레이트(1010), 와이어그물망(1020)에 전력을 공급하여 스파크를 발생시키는 전원부, 상기 와이어그물망(1020)에 주입되는 용융수지(1030), 상기 용융수지(1030)가 주입된 상기 와이어그물망(1020) 및 금속플레이트(1010)가 적층되도록 압연 및 이송시키는 롤러(905)에 의해 제조되고, 상기 패널(1000)에는 체결부재(860)의 체결을 위한 체결홀(1002)이 형성되어 상기 지지철편(850)과 함께 콘크리트 벽체에 고정 설치되되, 이 패널(1000)과 패널(1000) 사이에는 PE 열융착되고, 상기 체결부재(860)의 머리부(870)는 PE 코팅되는 것을 특징으로 하는 콘크리트 지하수조 벽체의 방수 시스템을 제공한다.The present invention is installed so as to be supported horizontally to form a bottom horizontal member 600 and the bottom horizontal member 600, the bottom surface of the concrete ground tank wall, and is installed to support the side of the concrete ground tank wall at right angles, In the waterproof system of the ground water tank wall is installed on the concrete wall including a vertical member 700 formed with a reference line 800 is installed, a plurality of panels 1000, the reference line 800 is attached, A support iron piece 850 is formed in the shape of "L" so that the panel 1000 can be easily supported, and the panel 1000 supplies power to the metal plate 1010 and the wire mesh 1020. Rolling and transporting the power supply unit for generating a spark, the molten resin (1030) injected into the wire mesh net 1020, the wire mesh net (1020) and the metal plate (1010) into which the molten resin 1030 is injected 905, the panel 1000 is formed with a fastening hole 1002 for fastening the fastening member 860 to be fixed to the concrete wall together with the supporting iron piece 850, the panel ( PE is heat-sealed between the panel 1000 and the panel 1000, and the head 870 of the fastening member 860 is PE-coated to provide a waterproofing system of the concrete underground water tank wall.

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상기와 같은 구성을 갖는 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템은 미리 생산되어진 패널을 사용하여 작업함으로서, 작업공정이 단축되어 작업능률의 향상에 따른 생산성이 증대되는 이점이 있다.The waterproofing system of the concrete groundwater tank wall according to the present invention having the configuration as described above has an advantage of increasing productivity due to shortening of the work process by working with a panel that has been produced in advance.

또한 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템은 용융수지를 현장에서 직접 코팅하지 않아도 됨으로써 생산적인 작업환경을 창출할 수 있는 효과가 있다.In addition, the waterproofing system of the concrete groundwater tank wall according to the present invention has the effect of creating a productive working environment by not having to directly coat the molten resin in the field.

이하 도면을 참조하여 본 발명의 바람직한 일실시예를 자세히 설명한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도 3은 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템의 시공전 벽체에 먹선을 찍은 모습을 보여주는 도면이고, 도 4는 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템의 벽체에 패널을 부착시키는 모습을 보여주는 도면이고, 도 5는 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템의 패널에 앵커볼트가 체결된 모습을 보여주는 절단면도이고, 도 6은 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템의 패널과 지지철편이 콘크리트 벽체에 고정된 모습을 보여주는 절단면도이고, 도 7은 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템의 패널의 제조에 대한 것으로서, 금속플레이트 및 와이어그물망에 전력을 공급하여 스파크를 발생시키고 그 위에 용융수지를 주입하여 롤러를 이용해 압연 및 이송시키는 것을 보여주는 도면이다.Figure 3 is a view showing a state taken in the wall before the construction of the waterproofing system of the concrete groundwater tank wall according to the present invention, Figure 4 is a view of attaching the panel to the wall of the waterproofing system of the concrete groundwater tank wall according to the present invention 5 is a cross-sectional view showing the anchor bolt is fastened to the panel of the waterproofing system of the concrete groundwater tank wall according to the present invention, Figure 6 is a panel of the waterproofing system of the concrete groundwater tank wall according to the present invention And a cutaway view showing a state in which the supporting iron piece is fixed to the concrete wall, Figure 7 is for the manufacture of the panel of the waterproofing system of the concrete groundwater tank wall according to the present invention, by supplying power to the metal plate and wire netting sparks Generating and injecting molten resin on it to roll and convey using rollers. Diagram.

도시된 바와 같이, 본 발명에 따른 패널(1000)에는 앵커볼트 체결을 위한 체결홀(1002)이 형성되고, 상기 앵커볼트는 도 5와 같이 상기 체결홀(1002)을 관통하여 하부 수평부재(600)와 수직부재(700, 750)로 이루어진 콘크리트 벽체에 고정 설치된다.As shown, the panel 1000 according to the present invention is formed with a fastening hole 1002 for fastening the anchor bolt, the anchor bolt passes through the fastening hole 1002 as shown in Figure 5 the lower horizontal member 600 And fixed to the concrete wall consisting of vertical members (700, 750).

구체적으로 본 발명에 따른 패널(1000)은 도 6에 도시된 바와 같이, 금속플레이트(1010) 및 와이어그물망(1020)에 전력을 공급하여 스파크를 발생시키고 그 위에 용융수지(1030)를 주입하여 롤러(905)를 이용해 압연시킨 다수의 패널(1000)을 연결하여 이루어지며, 상기 패널(1000)에는 앵커볼트 체결을 위한 체결홀(1002)이 형성되고, 앵커볼트는 이 체결홀(1002)을 관통하여 콘크리트 벽체에 고정 설치 된다.Specifically, as shown in FIG. 6, the panel 1000 according to the present invention generates a spark by supplying power to the metal plate 1010 and the wire netting network 1020, and injects the molten resin 1030 thereon to the roller. It is made by connecting a plurality of panels 1000 rolled using 905, the panel 1000 is formed with a fastening hole 1002 for fastening the anchor bolt, the anchor bolt penetrates the fastening hole 1002 Is fixed to the concrete wall.

따라서 바둑판 모양의 평철을 앵커볼트로 고정한 후 스테인레스판을 용접하고 또 그 위에 PE(polyethylene)시트재를 코팅함으로써, 제작 공정의 복잡화에 따른 단가의 상승과 각 재질의 내부가 용이하게 접착이 안될 경우 내구성 및 수질 오염의 문제를 야기할 수 있는 종래의 문제점을 금속플레이트(1010), 와이어그물망(1020) 및 용융수지(1030)가 적층되어 미리 준비된 패널(1000)을 사용하여 불필요한 평철 삽입과 현장에서 직접 코팅하지 않아도 됨으로써 개선되고 생산적인 작업환경을 창출할 수 있는 것이다.Therefore, after fixing the checkerboard-shaped flat iron with anchor bolts and welding stainless steel plate and coating PE (polyethylene) sheet on it, the increase in unit cost due to the complicated manufacturing process and the inside of each material are not easily bonded. Conventional problems that may cause problems of durability and water pollution are the use of a panel 1000 prepared in advance by using a metal plate 1010, wire mesh 1020, and a molten resin 1030 are laminated in the field, and in the field By not coating directly, you can create an improved and productive working environment.

도 4에 도시된 바와 같이, 본 발명의 다른 실시예에 따른 콘크리트 지하수조 벽체의 방수 시스템은 수평하게 지지되도록 설치되어 콘크리트 지하수조 벽체의 바닥면을 이루는 하부수평부재(600)와, 하부수평부재(600)와 직각으로 연결되고, 콘크리트 지하수조 벽체의 측면을 지지하도록 설치되는 수직부재(700)와, 수직부재(700)에 형성되어 다수의 패널(1000)이 설치되는 기준 먹선(800)과, 패널(1000)을 용이하게 지지할 수 있도록 "L" 형상의 지지철편(850)이 상기 먹선(800)을 기준으로 부착되며, 체결홀(1002)이 형성되어 앵커볼트와 같은 체결부재(860)에 의해 수직부재(700)와 체결되는 패널(1000)로 구성된다.As shown in FIG. 4, the waterproofing system of the concrete underground water tank wall according to another embodiment of the present invention is installed to be horizontally supported so that the lower horizontal member 600 and the lower horizontal member form the bottom surface of the concrete underground water tank wall. A vertical member 700 connected to the right angle 600 and installed to support the side surface of the concrete groundwater tank wall, and the reference line 800 formed on the vertical member 700 to install a plurality of panels 1000; In order to easily support the panel 1000, a support iron piece 850 having an “L” shape is attached to the black wire 800, and a fastening hole 1002 is formed to fasten a member 860 such as an anchor bolt. It consists of a panel 1000 is fastened to the vertical member 700 by the).

여기에서 상기 지지철편(850)은 패널(1000)을 체결하는 앵커볼트와 같은 체결부재(860)에 의하여 상기 수직부재(700, 750)에 체결된다.The support iron piece 850 is fastened to the vertical members 700 and 750 by a fastening member 860 such as an anchor bolt fastening the panel 1000.

또한 상기 패널(1000)과 패널 사이에는 PE 열융착 용접되는 것이 바람직한데, 상술한 다수의 패널(1000)로 이루어진 벽체는 자연적으로 그 틈새가 발생하게 되어, 이를 방지하여 지하수조의 내구성을 증가시키고, 오염수 등의 유입을 방지할 수 있도록 밀폐 용접한다.In addition, it is preferable to be PE thermal fusion welding between the panel 1000 and the panel, the wall consisting of a plurality of the panel 1000 is the natural occurrence of the gap, thereby preventing the increase in the durability of the groundwater tank, Seal hermetically to prevent inflow of contaminated water.

예를 들어, 열풍으로 금속플레이트(1010), 와이어그물망(1020) 및 용융수지(1030)에 의해 형성된 합성 수지 시트로 이루어진 패널(1000)의 중첩부위를 가열한 후, 이 가열된 패널(1000)의 중첩 부위가 압착로울러를 통해 압착함으로써 열융착되게 하며, 이러한 패널(1000)를 이용한 시공은 지하수조의 벽체와 바닥면 및 천정면에 걸쳐 이루어진다.For example, after heating the overlapping portion of the panel 1000 made of a synthetic resin sheet formed by the metal plate 1010, the wire netting 1020 and the molten resin 1030 by hot air, the heated panel 1000 is heated. The overlapping portion of the thermal compression by pressing through the compression roller, the construction using the panel 1000 is made over the wall and the bottom surface and ceiling surface of the ground water tank.

따라서 이러한 다수개의 패널(1000)로 둘러싸인 지하수조의 물수용공간은 내부에 수용되는 물을 보다 장기간 동안 위생적으로 보관할 수 있게 된다.Therefore, the water receiving space of the ground water tank surrounded by the plurality of panels 1000 can hygienically store the water contained therein for a longer period of time.

또한 상기 앵커볼트의 상단부는 물의 접촉에 따른 부식 방지를 위해 PE 코팅되는 것이 바람직하며, 보통 금속재질의 앵커볼트는 물과의 화학반응을 방지하는 목적으로 그 머리부분(870)을 PE 코팅재(880)로 코팅하여 지하수조의 오염을 방지한다.In addition, it is preferable that the upper end of the anchor bolt is PE coated to prevent corrosion due to contact of water, and the anchor bolt made of a metallic material is usually the PE coating material 880 of the head portion 870 for the purpose of preventing chemical reaction with water. ) To prevent groundwater tank contamination.

한편, 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템에 사용되는 패널(1000)은 금속플레이트(1010), 와이어그물망(1020) 및 용융수지(1030)에 의해 형성된 합성 수지 시트가 순차 적층된 구조를 취하고 있다.On the other hand, the panel 1000 used in the waterproofing system of the concrete groundwater tank wall according to the present invention has a structure in which the synthetic resin sheet formed by the metal plate 1010, the wire netting 1020 and the molten resin 1030 are sequentially stacked. Getting drunk.

구체적으로 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템에 사용되는 패널(1000)은 금속플레이트(1010)와, 상기 금속플레이트(1010) 상측부에 위치하는 와이어그물망(1020)과, 상기 금속플레이트(1010) 및 와이어그물망(1020)에 전력을 공급하는 전원부(미도시)와, 상기 와이어그물망(1020)에 유입되는 용융수지(902, 1030)로 이루어지며, 상기 금속플레이트(1010) 및 와이어그물망(1020)에 전력을 공급하여 스파크를 발생시키고 그 위에 상기 용융수지(1030)를 주입하여 롤러(905)를 이용해 압연 및 이송시켜 합성수지시트(940)가 만들어진다.Specifically, the panel 1000 used in the waterproofing system of the concrete groundwater tank wall according to the present invention includes a metal plate 1010, a wire net mesh 1020 located above the metal plate 1010, and the metal plate ( 1010 and a power supply unit (not shown) for supplying power to the wire mesh net 1020, and the molten resin (902, 1030) flowing into the wire net mesh 1020, the metal plate 1010 and the wire net mesh ( 1020 is applied to generate sparks, the molten resin 1030 is injected thereon, and rolled and transported using a roller 905 to form a synthetic resin sheet 940.

즉 이러한 패널(1000)에 와이어그물망(1020)을 통한 용융수지(1030)의 코팅 방법은 사출기(901) 하측부에서 금속플레이트(1010)가 롤러 상부에 준비되는 단계와, 상기 금속플레이트(1010) 상측면에 와이어그물망(1020)이 설치되는 단계와, 상기 금속플레이트(1010) 및 와이어그물망(1020)에 전력을 공급하는 단계와, 물탱크 패널(1000)의 코팅 장치의 사출구(925)를 통해 상기 와이어그물망(1020)에 용융수지(1030)를 주입하는 단계로 이루어지는 것이 바람직하다.That is, the coating method of the molten resin 1030 through the wire net mesh 1020 to the panel 1000 is the step of preparing a metal plate 1010 on the upper roller at the lower side of the injection machine 901, the metal plate 1010 The wire mesh net 1020 is installed on the upper side, supplying power to the metal plate 1010 and the wire net mesh 1020, and the injection port 925 of the coating apparatus of the water tank panel 1000 Injecting the molten resin 1030 into the wire netting network 1020 is preferably made through.

앞에서 설명되고, 도면에 도시된 구성들은 본 발명을 실시하기 위한 하나의 실시예에 불과하며, 본 발명의 기술적 사상을 한정하는 것으로 해석되어서는 안된다. The components described above and illustrated in the drawings are only one embodiment for carrying out the present invention, and should not be construed as limiting the technical idea of the present invention.

본 발명의 보호 범위는 이하의 특허 청구 범위에 기재된 사항에 의해서만 정하여지며, 본 발명의 요지를 벗어남이 없이 개량 및 변경된 실시예는 본 발명이 속하는 기술 분야에서 통상의 지식을 가진 자에게 자명한 것으로 본 발명의 보호 범위에 속한다고 할 것이다.The scope of protection of the present invention is defined only by the matters set forth in the claims below, and the embodiments which have been improved and changed without departing from the gist of the present invention will be apparent to those skilled in the art. It will be said that it belongs to the protection scope of this invention.

도 1은 종래발명에 따른 콘크리트 지하수조 벽체의 방수 시스템의 연결 구조를 보여주는 도면,1 is a view showing a connection structure of the waterproof system of the concrete groundwater tank wall according to the present invention,

도 2는 도 1의 연결구조가 실재 지하수조 벽체에 시공된 모습을 보여주는 절단면도,Figure 2 is a cross-sectional view showing a state in which the connection structure of Figure 1 constructed in the actual groundwater tank wall,

도 3은 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템의 시공전 벽체에 먹선을 찍은 모습을 보여주는 도면, Figure 3 is a view showing the state taken the pre-construction wall of the waterproof system of the concrete groundwater tank wall according to the present invention,

도 4는 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템의 벽체에 패널을 부착시키는 모습을 보여주는 도면, 4 is a view showing a panel attached to the wall of the waterproof system of the concrete groundwater tank wall according to the present invention,

도 5는 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템의 패널에 앵커볼트가 체결된 모습을 보여주는 절단면도, 5 is a cross-sectional view showing the anchor bolt is fastened to the panel of the waterproof system of the concrete groundwater tank wall according to the present invention,

도 6은 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템의 패널과 지지철편이 콘크리트 벽체에 고정된 모습을 보여주는 절단면도, 6 is a cross-sectional view showing a panel and a supporting iron piece of the waterproof system of the concrete groundwater tank wall according to the present invention is fixed to the concrete wall,

도 7은 본 발명에 따른 콘크리트 지하수조 벽체의 방수 시스템의 패널의 제조에 대한 것으로서, 금속플레이트 및 와이어그물망에 전력을 공급하여 스파크를 발생시키고 그 위에 용융수지를 주입하여 롤러를 이용해 압연 및 이송시키는 것을 보여주는 도면이다.7 is for the manufacture of the panel of the waterproofing system of the concrete groundwater tank wall according to the present invention, to supply power to the metal plate and wire netting to generate sparks and to inject molten resin on it to roll and transport using a roller Figure showing that.

<도면의 주요부분에 대한 설명><Description of main parts of drawing>

600 : 하부수평부재 700,750 : 수직부재600: lower horizontal member 700,750: vertical member

800 : 먹선 850 : 지지철편800: black 850: support iron

860 : 체결부재 870 : 앵커볼트머리860: fastening member 870: anchor bolt head

880 : PE 코팅재 1000 : 패널880: PE coating material 1000: panel

1010 : 금속플레이트 1020 : 와이어그물망1010: metal plate 1020: wire mesh

1030 : 용융수지1030: molten resin

Claims (4)

수평하게 지지되도록 설치되어 콘크리트 지하수조 벽체의 바닥면을 이루는 하부수평부재(600)와, 상기 하부수평부재(600)와 직각으로 연결되고, 콘크리트 지하수조 벽체의 측면을 지지하도록 설치되며, 다수의 패널(1000)이 설치되는 기준 먹선(800)이 형성된 수직부재(700)를 포함하는 콘크리트벽체에 설치되는 지하수조 벽체의 방수 시스템에 있어서,It is installed to be supported horizontally to form a bottom horizontal member 600, the bottom surface of the concrete ground tank wall, connected to the lower horizontal member 600 at a right angle, and installed to support the side of the concrete ground tank wall, In the waterproofing system of the ground water tank wall is installed on the concrete wall including the vertical member 700 is formed with the reference line 800 is installed on the panel 1000, 상기 기준 먹선(800)에 부착되며, 상기 패널(1000)을 용이하게 지지할 수 있도록 "L"의 형상으로 형성되는 지지철편(850)을 포함하며, It is attached to the reference line 800, and includes a support iron piece 850 is formed in the shape of "L" so as to easily support the panel 1000, 상기 패널(1000)은 금속플레이트(1010), 와이어그물망(1020)에 전력을 공급하여 스파크를 발생시키는 전원부, 상기 와이어그물망(1020)에 주입되는 용융수지(1030), 상기 용융수지(1030)가 주입된 상기 와이어그물망(1020) 및 금속플레이트(1010)가 적층되도록 압연 및 이송시키는 롤러(905)에 의해 제조되고, 상기 패널(1000)에는 체결부재(860)의 체결을 위한 체결홀(1002)이 형성되어 상기 지지철편(850)과 함께 콘크리트 벽체에 고정 설치되되, 이 패널(1000)과 패널(1000) 사이에는 PE 열융착되고, 상기 체결부재(860)의 머리부(870)는 PE 코팅되는 것을 특징으로 하는 콘크리트 지하수조 벽체의 방수 시스템.The panel 1000 includes a metal plate 1010, a power supply unit for generating sparks by supplying power to the wire mesh net 1020, a molten resin 1030 injected into the wire net mesh 1020, and the molten resin 1030. The wire mesh net 1020 and the metal plate 1010 injected are manufactured by a roller 905 which is rolled and transported to be stacked, and the panel 1000 has a fastening hole 1002 for fastening the fastening member 860. Is formed is fixed to the concrete wall with the support iron piece 850, PE between the panel 1000 and the panel 1000 is heat-sealed, the head 870 of the fastening member 860 is PE coated Waterproofing system of concrete underground water tank wall, characterized in that the. 삭제delete 삭제delete 삭제delete
KR1020090075850A 2009-08-17 2009-08-17 Water proof system of concrete water tank wall and the method thereof KR100958339B1 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10280724A (en) * 1997-04-02 1998-10-20 Sumitomo Rubber Ind Ltd Execution method of water leak prevention sheet
KR20020028950A (en) * 2002-02-21 2002-04-17 주식회사 씨엔엔 device for waterproofing of concrete water tank
KR200385506Y1 (en) * 2005-03-19 2005-05-27 (주)동명산업 Unit Panels attached connecting members with synthetic resin sheets
KR20090060929A (en) * 2007-12-10 2009-06-15 주식회사 포스코 Device and method for welding metal sandwich plates and sheets by the resistance welding of many spots using the electrode mode of roller

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10280724A (en) * 1997-04-02 1998-10-20 Sumitomo Rubber Ind Ltd Execution method of water leak prevention sheet
KR20020028950A (en) * 2002-02-21 2002-04-17 주식회사 씨엔엔 device for waterproofing of concrete water tank
KR200385506Y1 (en) * 2005-03-19 2005-05-27 (주)동명산업 Unit Panels attached connecting members with synthetic resin sheets
KR20090060929A (en) * 2007-12-10 2009-06-15 주식회사 포스코 Device and method for welding metal sandwich plates and sheets by the resistance welding of many spots using the electrode mode of roller

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