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51. 发明专利

JP2808353B2 失效
公开(公告)号：JP2808353B2
公开(公告)日：1998-10-08
申请号：JP21575790
申请日：1990-08-17
申请人： TAKENAKA KOMUTEN KK , TAKENAKA DOBOKU KK
发明人： FUJINAGA HIROSHI , AOKI MASAMICHI , ISHISE TOSHIAKI , SANADA SHINICHI
IPC分类号： E02D29/00 , E02D31/02 , E02D31/12

52. 发明专利

JPH06984B2 失效
公开(公告)号：JPH06984B2
公开(公告)日：1994-01-05
申请号：JP11109587
申请日：1987-05-07
申请人： TAKENAKA KOMUTEN KK , TAKENAKA DOBOKU KK
发明人： ISHISE TOSHIAKI , MORISHIMA AKIRA , TERADA KUNIO , HIGASHAMA KAZUYUKI , NAKASAKI HIDEHIKO
IPC分类号： E02D19/10 , E02D3/10

53. 发明专利

JP2808352B2 失效
公开(公告)号：JP2808352B2
公开(公告)日：1998-10-08
申请号：JP21575690
申请日：1990-08-17
申请人： TAKENAKA KOMUTEN KK , TAKENAKA DOBOKU KK
发明人： FUJINAGA HIROSHI , AOKI MASAMICHI , ISHISE TOSHIAKI , SANADA SHINICHI
IPC分类号： E02D29/00 , E02D31/02 , E02D31/12

54. 发明专利

JP2784006B2 失效
公开(公告)号：JP2784006B2
公开(公告)日：1998-08-06
申请号：JP16809288
申请日：1988-07-06
申请人： TAKENAKA KOMUTEN KK , TAKENAKA DOBOKU KK
发明人： ISHISE TOSHIAKI , NISHINAKAGAWA TAKESHI , MOCHIDA TETSUO , KAWARABAYASHI HIDEAKI , KAKIZAWA TADAHIRO
IPC分类号： F02C6/16 , F17C13/02 , F17D5/04 , H02J15/00

55. 发明专利

JPH0476017B2 失效
公开(公告)号：JPH0476017B2
公开(公告)日：1992-12-02
申请号：JP7377187
申请日：1987-03-27
申请人： TAKENAKA KOMUTEN KK , TAKENAKA DOBOKU KK
发明人： ISHISE TOSHIAKI , NISHINAKAGAWA TAKESHI , KAWARABAYASHI HIDEAKI , KAKIZAWA TADAHIRO , MORISHIMA AKIRA
IPC分类号： F17C1/00 , F02C6/16 , H02J15/00

56. 发明专利

JP2005222415A Control method of well device, and well device 有权
标题翻译：井装置的控制方法和井装置
公开(公告)号：JP2005222415A
公开(公告)日：2005-08-18
申请号：JP2004031252
申请日：2004-02-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHISE TOSHIAKI , MORO TAKASHI , USHIBA GORO , ISHII YASUTOMO , MISHIMA TOMIO
IPC分类号： E03B5/00 , E03B11/00 , G05D7/06
摘要： PROBLEM TO BE SOLVED: To provide a control method of well device, and well device which decreases fine particle of earth and sand that flows in by reducing start and stop frequency of submerged pump as much as possible, and which suppresses total water supply cost to minimum.
SOLUTION: The control system decides before beginning of water supply of submerged pump by simulation water supply start time, water supply expected completion time, and the amount of scheduled water supply of each time and time zone by which total supply cost becomes the lowest, based on the measurement signal of water gauge and predetermined demand pattern; and after beginning of water supply of the submerged pump, the control system calculates the amount of target water supply for every setting time interval at any time based on the measurement signal of water gauge and flow meter, outputs each calculated and determined control signal as flow control of flow control valve and start and stop control of the submerged pump, and controls the amount of water supply.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种通过尽可能地减少潜水泵的启动和停止频率来减少流入的泥沙的细颗粒的井装置和井装置的控制方法，并且抑制总水供应成本最低。
解决方案：控制系统在模拟供水开始时间，供水预计完成时间以及总供应成本成为每个时间段和每个时区的定期供水量之前决定水下泵供水开始之前最低，基于水位计的测量信号和预定的需求模式; 在潜水泵供水开始后，控制系统根据水表和流量计的测量信号随时计算每个设定时间间隔的目标供水量，将每个计算和确定的控制信号作为流量输出控制流量控制阀，启动和停止对潜水泵的控制，并控制供水量。版权所有（C）2005，JPO＆NCIPI

57. 发明专利

JP2004011953A UNDERGROUND HEAT STORAGE TANK USING PILE FOUNDATION AND HYDRAULIC PRESSURE JOINT TYPE SUBSTRUCTURE 审中-公开
公开(公告)号：JP2004011953A
公开(公告)日：2004-01-15
申请号：JP2002163014
申请日：2002-06-04
申请人： TAKENAKA KOMUTEN CO
发明人： ISHISE TOSHIAKI , MORO TAKASHI , TAKAHASHI MIKIO , NAKAMURA SHIN , SHINADA HIROAKI , HORI YASUHIRO
IPC分类号： E02D29/045 , E21D13/00 , F24F5/00
摘要： PROBLEM TO BE SOLVED: To provide an underground heat storage tank using liquid in a liquid tank as heat storage medium of a heat storage system in a pile foundation and hydraulic pressure joint type substructure. SOLUTION: Piles supporting a structure at a prescribed height are installed, a liquid tank is provided right under an underground skeleton of the structure, and a hydraulic pressure adjusting pipe erected by connected to the liquid tank is provided. The liquid tank is filled with liquid, the hydraulic pressure is set by the height of the liquid in the hydraulic pressure adjusting pipe, and the structure is supported by the hydraulic pressure corresponding to the height of the liquid in the hydraulic pressure adjusting pipe. A liquid injection pipe feeding the liquid from a heat source to the liquid tank and a liquid collecting pipe returning the liquid to the heat source are connected to each other and the liquid in the liquid tank is used as the heat storage medium of the heat storage system. COPYRIGHT: (C)2004,JPO

58. 发明专利

JP2002147056A FLOATING BODY INCLINED COLUMN TYPE BASE ISOLATION STRUCTURE USING HEAVY MUDDY WATER 失效
公开(公告)号：JP2002147056A
公开(公告)日：2002-05-22
申请号：JP2000350250
申请日：2000-11-16
申请人： TAKENAKA KOMUTEN CO
发明人： HATANAKA MUNENORI , ISHISE TOSHIAKI , HAMADA JUNJI , HAYASHI MASAO
IPC分类号： E02D27/34 , E04B1/98 , E04H5/02 , E04H9/02 , F16F15/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To provide a floating body inclined column type base isolation structure using heavy muddy water preventing rolling generated in a structure in heavy muddy water in earthquakes, exhibiting superior base isolation performance corresponding to the input of a three-dimensional earthquake, and scarcely requiring the maintenance. SOLUTION: This floating type base isolation structure 4 is so constituted that the heavy muddy water 3 is stored in a vessel 2 formed in a ground 1, the underground part of the structure 4 is dipped in the heavy muddy water 3, and the weight of the structure is supported by the buoyancy of the heavy muddy water 3. The most of the weight of the structure 4 is supported by the buoyancy of the heavy muddy water 3 and the residual weight is supported by a set of long and inclined columns 5 erected from the bottom part of the vessel.

59. 发明专利

JP2001323477A PUMPING CONTROL SYSTEM 失效
公开(公告)号：JP2001323477A
公开(公告)日：2001-11-22
申请号：JP2000141230
申请日：2000-05-15
申请人： TAKENAKA KOMUTEN CO
发明人： SHIMIZU TAKAAKI , ISHISE TOSHIAKI , IWAMOTO HIROSHI , KIMURA GEN , HATANAKA MUNENORI , AOKI MASAMICHI
IPC分类号： E02D19/10
摘要： PROBLEM TO BE SOLVED: To correct the nonconformity of a pumping control system to the nature of ground water. SOLUTION: The levels of water in pumping wells W equipped with motor-driven valves 8 positioned at a few points and water in observation wells located at a few points to correspond to the pumping wells W are measured by means of monometers 9 and the like, and the aperture of each motor-driven valve 8 is automatically controlled in real-time at an accuracy of 0.1% for a 100% of fully opening so that the difference between a set level of water and a measured level of water is dissolved. When the difference (well loss) in level of water between inside and outside of the casing of the pumping well W is large and when the rate of decrease in level of ground water is slow, the amount of water pumped from each well is measured with an electromagnetic flowmeter 12 or the like, and the permeation characteristic of the ground required to estimate the relationship between the flow rate of pumped water and the level of the ground water is automatically calculated through reverse analysis from the measurements of the amount of water pumped from the pumping well W and the level of water in the observation well A during system operation. The present level of the ground water is estimated from the measurement of the amount of water pumped, and the aperture of each motor-driven valve 8 is automatically controlled in real-time at an accuracy of 0.1% for a 100% of fully opening, so that the difference between the present level of the ground water and the set level of the ground water is eliminated.

60. 发明专利

JPH10318994A DETECTION SIGNAL PROCESSING METHOD FOR PREDICTING BREAKING OF BASE ROCK 失效
公开(公告)号：JPH10318994A
公开(公告)日：1998-12-04
申请号：JP12977097
申请日：1997-05-20
申请人： TAKENAKA KOMUTEN CO
发明人： ISHISE TOSHIAKI , SHIMOKOUCHI TAKAFUMI , KOMURA YUICHI , HATANAKA MUNENORI , UEDA TAKAO , ENDO MASAAKI
IPC分类号： E01F7/00 , G01N29/14 , G01V1/00 , G08B21/00 , G08B21/10
摘要： PROBLEM TO BE SOLVED: To simplify the circuitry for detecting an event by determining the occurrence of event in a detected AE(acoustic emission) wave for each even utilizing the ring down count operation of a counter as it is. SOLUTION: An AE wave detected through an AE sensor 1 is inputted to a comparator 3 and the output therefrom, i.e., a count pulse (e), is daunted by a counter 5 for every unit count time set by a computer 7 to obtain a ring down count. When a peak value exceeding the threshold value of the comparator 3 begins to appear in the detected AE wave, the ring down count is counted at every unit count time and occurrence of event can be determined from the arrangement of the ring clown counts. Since the occurrence of event can be detected only through a combination of the comparator 3 and the counter 5 according to a software in the computer 7, a compact event measuring unit can be realized at a low cost.

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