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PIPE PENETRATION CONSTRUCTION METHOD AND PIPE PENETRATION CONSTRUCTION MEMBER
PROBLEM TO BE SOLVED: To shorten a stop period for water filling in a water tank and water supplying to each facility.SOLUTION: This invention is carried out in such a way that a cutoff box 1 for tightly closing a penetration position of a penetration pipe 6 in respect to an inside part of a water tank is fixed inside the water tank under a state in which drain in the water tank is carried out, a penetration hole H is formed at a penetration position from outside the tank wall W under a state in which water is filled in the water tank, a penetration pipe 6 is inserted from the outside penetration hole H of the tank wall W up to the cutoff box 1, mortar 7 for preventing water leakage is filled in a clearance between the penetration pipe 6 and penetration hole H and the cutoff box 1, in-tank pipe 8 is connected to the penetration pipe 6 passed through the cutoff box 1 in inward direction of the water tank under a state in which drain in the water tank is carried out, thereby the penetration pipe 6 passed through the tank wall W of the water tank and in-tank pipe 8 connected to inside of the water tank of the penetration pipe 6 are installed.SELECTED DRAWING: Figure 3
【課題】水槽内への水張りや各設備への給水の停止期間を短縮すること。【解決手段】水槽内の水抜きが行われた状態で、貫通配管6の貫通位置を水槽内側に対して密閉する止水ボックス1を水槽内側に取り付け、水槽内の水張りが行われた状態で、槽壁Wの外側から貫通位置に貫通孔Hを形成し、槽壁Wの外側の貫通孔Hから止水ボックス1まで貫通配管6を挿入し、貫通配管6と貫通孔Hおよび止水ボックス1との間の空隙に漏水を防止するモルタル7を充填し、水槽内の水抜きが行われた状態で、水槽内側方向に止水ボックス1を貫通させた貫通配管6に、槽内配管8を接続することにより、水槽の槽壁Wを貫通する貫通配管6と貫通配管6の水槽内側に接続される槽内配管8とを設置する。【選択図】図3
PIPE PENETRATION CONSTRUCTION METHOD AND PIPE PENETRATION CONSTRUCTION MEMBER
PROBLEM TO BE SOLVED: To shorten a stop period for water filling in a water tank and water supplying to each facility.SOLUTION: This invention is carried out in such a way that a cutoff box 1 for tightly closing a penetration position of a penetration pipe 6 in respect to an inside part of a water tank is fixed inside the water tank under a state in which drain in the water tank is carried out, a penetration hole H is formed at a penetration position from outside the tank wall W under a state in which water is filled in the water tank, a penetration pipe 6 is inserted from the outside penetration hole H of the tank wall W up to the cutoff box 1, mortar 7 for preventing water leakage is filled in a clearance between the penetration pipe 6 and penetration hole H and the cutoff box 1, in-tank pipe 8 is connected to the penetration pipe 6 passed through the cutoff box 1 in inward direction of the water tank under a state in which drain in the water tank is carried out, thereby the penetration pipe 6 passed through the tank wall W of the water tank and in-tank pipe 8 connected to inside of the water tank of the penetration pipe 6 are installed.SELECTED DRAWING: Figure 3
【課題】水槽内への水張りや各設備への給水の停止期間を短縮すること。【解決手段】水槽内の水抜きが行われた状態で、貫通配管6の貫通位置を水槽内側に対して密閉する止水ボックス1を水槽内側に取り付け、水槽内の水張りが行われた状態で、槽壁Wの外側から貫通位置に貫通孔Hを形成し、槽壁Wの外側の貫通孔Hから止水ボックス1まで貫通配管6を挿入し、貫通配管6と貫通孔Hおよび止水ボックス1との間の空隙に漏水を防止するモルタル7を充填し、水槽内の水抜きが行われた状態で、水槽内側方向に止水ボックス1を貫通させた貫通配管6に、槽内配管8を接続することにより、水槽の槽壁Wを貫通する貫通配管6と貫通配管6の水槽内側に接続される槽内配管8とを設置する。【選択図】図3
PIPE PENETRATION CONSTRUCTION METHOD AND PIPE PENETRATION CONSTRUCTION MEMBER
配管貫通施工方法および配管貫通施工部材
SUGIMOTO TSUNEYOSHI (Autor:in) / KAYANO TAKESHI (Autor:in)
28.04.2016
Patent
Elektronische Ressource
Japanisch
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