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REINFORCEMENT METHOD FOR HOLLOW CYLINDRICAL STRUCTURE
PROBLEM TO BE SOLVED: To provide a method that facilitates reinforcement of a hollow cylindrical structure.SOLUTION: A reinforcement method for a hollow cylindrical structure comprises the following steps for: forming a work hole 2 at a height from a site 3 that does not use a vehicle for high lift work; inflating an inner balloon part 14 with compressed air and fixing a reinforcing part 12 on an inner wall surface surrounding an inner hollow part of a hollow cylindrical structure 1 with an adhesive, the inner balloon part having been pulled into and lifted in the inner hollow part of the hollow cylindrical structure 1 through the work hole 2 from outside the hollow cylindrical structure 1; inflating a carry-in balloon part 32 of a second upper carry-in device 31 with compressed air and installing the balloon part at a head part side of the inner hollow part; inserting a curable material pipe into the inner hollow part of the inner balloon part with a hoisting apparatus 36 of the second upper carry-in device; and casting a liquid curable material into the inner hollow part of the inner balloon part from the curable material pipe 41 so as to be filled starting from a bottom part.SELECTED DRAWING: Figure 4
【課題】中空筒状構造物を補強する工法がやりやすい。【解決手段】作業孔部2が高所作業車を使用することのない現場3からの高さに設けられ、中空筒状構造物1の外部から作業孔部2を経由して中空筒状構造物1の内側空洞部に引き上げられた内側風船部14が圧縮空気で膨張されて補強部12を中空筒状構造物の内側空洞部を囲む内壁面に接着剤で固定した後、第2上部搬入装置31の搬入風船部32が圧縮空気で膨張して内側風船部14の内側空洞部の頭部の側に設置され、この設定された第2上部搬入装置31の吊り上げ用具部36により硬化材パイプ部が内側風船部の内側空洞部に挿入され、液状硬化材が硬化材パイプ部41から内側風船部の内側空洞部に下部から埋め込まれるように打設される。【選択図】図4
REINFORCEMENT METHOD FOR HOLLOW CYLINDRICAL STRUCTURE
PROBLEM TO BE SOLVED: To provide a method that facilitates reinforcement of a hollow cylindrical structure.SOLUTION: A reinforcement method for a hollow cylindrical structure comprises the following steps for: forming a work hole 2 at a height from a site 3 that does not use a vehicle for high lift work; inflating an inner balloon part 14 with compressed air and fixing a reinforcing part 12 on an inner wall surface surrounding an inner hollow part of a hollow cylindrical structure 1 with an adhesive, the inner balloon part having been pulled into and lifted in the inner hollow part of the hollow cylindrical structure 1 through the work hole 2 from outside the hollow cylindrical structure 1; inflating a carry-in balloon part 32 of a second upper carry-in device 31 with compressed air and installing the balloon part at a head part side of the inner hollow part; inserting a curable material pipe into the inner hollow part of the inner balloon part with a hoisting apparatus 36 of the second upper carry-in device; and casting a liquid curable material into the inner hollow part of the inner balloon part from the curable material pipe 41 so as to be filled starting from a bottom part.SELECTED DRAWING: Figure 4
【課題】中空筒状構造物を補強する工法がやりやすい。【解決手段】作業孔部2が高所作業車を使用することのない現場3からの高さに設けられ、中空筒状構造物1の外部から作業孔部2を経由して中空筒状構造物1の内側空洞部に引き上げられた内側風船部14が圧縮空気で膨張されて補強部12を中空筒状構造物の内側空洞部を囲む内壁面に接着剤で固定した後、第2上部搬入装置31の搬入風船部32が圧縮空気で膨張して内側風船部14の内側空洞部の頭部の側に設置され、この設定された第2上部搬入装置31の吊り上げ用具部36により硬化材パイプ部が内側風船部の内側空洞部に挿入され、液状硬化材が硬化材パイプ部41から内側風船部の内側空洞部に下部から埋め込まれるように打設される。【選択図】図4
REINFORCEMENT METHOD FOR HOLLOW CYLINDRICAL STRUCTURE
中空筒状構造物補強工法
HISHIDA CHIKA (author) / ONO HIROSHI (author) / KONO HIROSHI (author)
2016-02-08
Patent
Electronic Resource
Japanese
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