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1. 发明专利

JP2005299921A Storage facility and treating method of leaked gas 审中-公开
标题翻译：泄漏气体的储存设施和处理方法
公开(公告)号：JP2005299921A
公开(公告)日：2005-10-27
申请号：JP2004335626
申请日：2004-11-19
申请人： Tokyo Gas Co Ltd , 東京瓦斯株式会社
发明人： NIWA ETSUO , TSUTSUMI YOICHI , MASUNAGA ATARU , ISHIZUKA YOSHIO , OKUNO TETSUO , YONEYAMA KAZUYUKI
IPC分类号： B65D88/76 , B65D90/50 , F17C13/12 , F17D5/02
摘要： PROBLEM TO BE SOLVED: To provide a storage facility and a treating method of leaked gas capable of detecting gas leakage and preventing the diffusion of leaked gas.
SOLUTION: The storage facility A composed of a storage tank 3 mounted in a bedrock 1, and an access tunnel 5, is constructed. The water is filled in the access tunnel 5 to a position lower than a branch part of a top access tunnel 5a, and a gas is stored in the storage tank 3 in a state that pressure inside of the top access tunnel 5a is kept approximately in a degree same as atmospheric pressure. When the gas is leaked from the storage tank 3, the leaked gas reaches the access tunnel 5a through the bedrock 1, and detected by a gas detector 15 mounted on a gas detection pit 13 or the like in the access tunnel 5a. When the leaked gas is detected, the gas is released from the storage tank 3 until the inner pressure of the storage tank 3 and the outer pressure become approximately same as each other, and then the gas is further released from the storage tank 3 while reducing the outer pressure by discharging the groundwater of the bedrock 1 around the storage tank 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供能够检测气体泄漏并防止泄漏气体的扩散的泄漏气体的存储设备和处理方法。解决方案：构建由安装在基岩1中的储罐3和通道5构成的储存设备A. 进入通道5中的水被填充到比顶部通道5a的分支部分低的位置，并且在顶部通路通道5a内部的压力保持大致的状态下，将气体储存在储罐3中与大气压相同。当气体从储罐3泄漏时，泄漏的气体通过基岩1到达接入通道5a，并由安装在通道5a中的气体检测坑13等上的气体检测器15检测。当检测到泄漏的气体时，气体从储罐3释放直到储罐3的内部压力和外部压力变得大致相同，然后气体进一步从储罐3释放，同时减少通过将基岩1的地下水排放到储罐3周围的外部压力。版权所有（C）2006年，JPO＆NCIPI

2. 发明专利

JP2006144910A Gas input and output method and gas storage facility 审中-公开
标题翻译：气体输入和输出方法和气体储存设施
公开(公告)号：JP2006144910A
公开(公告)日：2006-06-08
申请号：JP2004335733
申请日：2004-11-19
申请人： Tokyo Gas Co Ltd , 東京瓦斯株式会社
发明人： NIWA ETSUO , TSUTSUMI YOICHI , MASUNAGA ATARU
IPC分类号： F17C5/06 , B65G5/00
摘要： PROBLEM TO BE SOLVED: To provide a gas input and output method and a gas storage facility capable of preventing a storage tank from being damaged by uniformly mixing gases so that temperature difference does not occur in the storage tank.
SOLUTION: The gas is fed from a pipeline 1 to a receiving pipe 3. The gas is compressed by a compressor 13, cooled by a cooler 17, and charged to the upper part of the storage tank 35 by using a short pipe 23 for inlet. Also, simultaneously when the gas fed from the pipeline 1 is filled into the storage tank 35 or after the gas fed from the pipeline 1 is filled into the storage tank 35, as necessary, the gas is taken out from the lower part of the storage tank 35 to a long pipe 33 for outlet and inlet and fed to a circulation pipe 45. Then, the gas is compressed by a compressor 11, cooled by the cooler 17, and re-charged into the upper part of the storage tank 35 by using the short pipe 23 for inlet.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种气体输入输出方法和气体存储设备，其能够通过均匀混合气体来防止储罐被损坏，从而在储罐中不发生温差。
解决方案：气体从管道1供给到接收管3.气体被压缩机13压缩，由冷却器17冷却，并通过使用短管道装入储罐35的上部 23进口。此外，当从管道1供给的气体被填充到储罐35中或者当从管道1供给的气体被填充到储罐35中时，根据需要，气体从储存器的下部被取出罐35连接到用于出口和入口的长管33，并被供给到循环管道45.然后，气体被压缩机11压缩，由冷却器17冷却，并通过下述方式重新装入储罐35的上部：使用短管23作为入口。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JPH10216878A BUILD UP METHOD, BUILD UP DEVICE AND BUILD UP JIG FOR REINFORCING CAGE 失效
公开(公告)号：JPH10216878A
公开(公告)日：1998-08-18
申请号：JP3269397
申请日：1997-01-31
申请人： TAISEI CORP , TOKYO GAS CO LTD
发明人： TSUBONE YASUO , AIHARA KOJI , TONAMI SOSUKE , OKUDA HIDEYUKI , TAKAGI SADATO , KOMATSUBARA TORU , TSUTSUMI YOICHI
IPC分类号： E04C5/18 , B21F31/00
摘要： PROBLEM TO BE SOLVED: To provide a build up method, build up device and build up jig for a reinforcing cage which can improve the efficiency of build up work of the reinforcing cage, reduce the cost and restrain the build up site to the min. limit. SOLUTION: Posts 1 projecting arms 12 at plural steps preliminarily putting horizontal reinforcement 21 in the reinforcing cage, are stood on the peripheral surface of a tubular body so as to be rotatable while centering the axial line, and arranged at two lines along both surfaces of the outer shape of constructing scheduled reinforcing cage. The horizontal reinforcement 21 group is preliminarily put to each arm in the condition of mutually facing each arm 12 of the faced parts interposing the reinforcing cage. Reinforcement to shearing and vertical reinforcement groups are connected with the horizontal reinforcement group, and after manufacturing the reinforcing cage, the posts 1 are rotated to swingly shift the arms 12 to the outside of the reinforcing cage and the engagement of the reinforcing cage with the arms is released, and the reinforcing cage is hung upward with a hanging device. Further, the build up jig for the reinforcing cage is composed of a crossing clamp for holding the crossing part between the horizontal reinforcement and the vertical reinforcement in the reinforcing cage and a space holding clamp for holding both of the vertical reinforcements.

4. 发明专利

JPH05222727A PRESS-IN METHOD FOR PILE 失效
公开(公告)号：JPH05222727A
公开(公告)日：1993-08-31
申请号：JP2403092
申请日：1992-02-10
申请人： TOKYO GAS CO LTD , TOA HARBOR WORKS CO LTD
发明人： MINEGISHI KOJI , TSUTSUMI YOICHI , KINOSHITA YOJI , KABAYA SEIGO , AKIYAMA MASAKI , KOBORI TOMOO , MATSUMURO YOSHIO , SETO TSUGURO
IPC分类号： E02D7/20 , E02D7/24 , E02D7/26
摘要： PURPOSE:To press a pile in the ground by using a water jet without disturbing the ground at the extreme end of the pressed pile and its circumference. CONSTITUTION:A water jet J is jetted from a water jet nozzle 3 fitted on the inside of the extreme end part of a pile 2 toward the inner circumference of the pile 2 at appropriate angle alpha, and the pile 2 is pressed in the ground by means of jacks 9 while sucking slurry S, composed of drilled soil by the water jet J and water, from the inside of the pile 2 through a vacuum pipe 5. In this case, the water level inside the pile 2 is set to be nearly equal to or higher than the water level around the pile 2.

5. 发明专利

JPH11223019A ATTACHING METHOD OF SHEARING REINFORCING BAR 失效
公开(公告)号：JPH11223019A
公开(公告)日：1999-08-17
申请号：JP3664798
申请日：1998-02-03
申请人： TOKYO GAS CO LTD , TAISEI CORP
发明人： GOTO SADAO , NAKANO MASABUMI , TSUTSUMI YOICHI , NAKAMURA TAISUKE , TSUDA KATSUTOSHI , MORIYA MASAYUKI , TSUBONE YASUO
IPC分类号： E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To maintain the fixing function of a hook part and prevent the buckling of a main reinforcing bar even in the case where cover concrete is peeled and the hook part is exposed by constraining the hook part of a shearing reinforcing bar by a constraint reinforcing bar. SOLUTION: In the construction of a wall-like structure, main reinforcing bars are assembled to be fixed by wires or the like, and the hook part 22 of a U-shaped shearing reinforcing bar 2 comprising a straight line part 21 and the hook part 22 is engaged with the main reinforcing bar 1 to be fixed by the wire or the like. The folding part of a U-shaped or V-shaped constraint reinforcing bar 4 is brought into contact with the hook part 22 of the shearing reinforcing bar 2, and the hook part 22 and the main reinforcing bar 1 are sandwiched between the straight line parts 42, 42 to be fixed by the wire or the like so as to place concrete. Thereby even in the case where cover concrete is peeled to expose the hook part 22, engagement of the hook part 22 and the main reinforcing bar 1 is maintained by the anchor function of the constraint reinforcing bar 4, shearing load is supported by the shearing reinforcing bar 2, and the buckling of the main reinforcing bar 1 can be prevented.

6. 发明专利

JPH10183611A CONSTRUCTION METHOD FOR CONTINUOS UNDERGROUND WALL 失效
公开(公告)号：JPH10183611A
公开(公告)日：1998-07-14
申请号：JP35736496
申请日：1996-12-26
申请人： TOKYO GAS CO LTD , TAISEI CORP
发明人： TAKAGI SADATO , KOMATSUBARA TORU , TSUTSUMI YOICHI , TSUBONE YASUO , YOSHIDA TAKEYOSHI , IZEKI HIDEO , AIHARA KOJI , SONOBE FUMIAKI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To realize complete connection between preceding and subsequent elements, when the end faces of the preceding element are not vertical, by arranging a reinforcing bar cage with the shape of end portion coincided with a non-vertical end face of the excavated channel located close to the non-vertical end face of the channel. SOLUTION: A reinforced bar cage 4 with the end face deformed is shorter than the length of a non-vertical end face channel 1 and is constituted by forming the shape of end portion to a deformed end face 5 coincided with the shape of non-vertical end face channel 2 of the channel 1. In the case of construction work, the cage 4 is suspended and lowered to the inside of the channel 1 while separating the end faces 2 and 5 to a distance permitting no contact between them, then the cage 4 is moved in parallel and the end face 5 is moved close to the end face 2. Next, a rectangular reinforcing bar cage is suspended down to a space from which the cage 4 has been moved, and the preceding element A, cage 4 and rectangular reinforcing bar cage are connected together through joint members. Next, concrete is poured in the channel 1 and a continuos underground wall is formed. By doing this, the preceding and subsequent elements can be completely connected together in one united body even through the situation is so bad that previously no counter-measure was possible.

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