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1. 发明专利

PE06452002A1 METODO DE ANALISIS DE DISENO DE ESTRUCTURA DE REFUERZO ANTISISMICO Y MEDIO DE ALMACENAMIENTO 未知
公开(公告)号：PE06452002A1
公开(公告)日：2002-07-10
申请号：PE0012992001
申请日：2001-12-21
申请人： NIHONKAI LNG CO LTD , MITSUBISHI HEAVY IND LTD , JONQUIL CONSULTING INC
发明人： ANZAI HAJIME , NAKAMURA TOMOMICHI , YOSHIDA KEIJIRO , SUDO HIROSHI , TACHIKAWA TAKASHI , OCHIAI SHIGERU
IPC分类号： E04G21/00 , E04B1/24 , E04G23/02 , E04H9/00 , E04H9/02 , F16L3/00 , F17D5/00 , G06F17/50
CPC分类号： E04G23/0218 , E04B2001/2463 , E04H9/021 , G06F17/50 , G06F2217/34
摘要： QUE COMPRENDE LOS SIGUIENTES PASOS: A)SELECCIONAR UN COMPONENTE DE LA ESTRUCTURA DE REFUERZO ANTISISMICO CON REFERENCIA A UN RATIO DE INTENSIDAD DE ESFUERZO PERMISIBLE DEL COMPONENTE; B)FIJAR EL RATIO DEL FACTOR DE DUCTIBILIDAD PARA DETERMINAR UN RATIO DEL FACTOR DE DUCTIBILIDAD PERMISIBLE COMO UNA MAGNIFICACION DE DEFORMACION MEDIANTE EL REFUERZO ANTISISMICO DEL COMPONENTE; C)CALCULAR UN FACTOR DE CARGA PARA CALCULAR EL INCREMENTO EN LA CARGA EN UN RANGO DE PLASTICIDAD, EL CUAL ACTUA EN UN COMPONENTE SELECCIONADO EN BASE A (B); D)CALCULAR UN RATIO DE INTENSIDAD DE ESFUERZO PERMISIBLE CORRESPONDIENTE AL INCREMENTO DE CARGA EN EL RANGO DE PLASTICIDAD; Y, E)ESPECIFICAR, CUANDO EL RATIO DE INTENSIDAD DE ESFUERZO SE DEFINE COMO VALOR MAXIMO, EL INCREMENTO CORRESPONDIENTE DE CARGA EN EL RANGO DE PLASTICIDAD COMO UNA ULTIMA CARGA EN LA QUE EL COMPONENTE SELECCIONADO COLAPSA. ADEMAS DE UN MEDIO QUE ALMACENA UN MODULO DE PROGRAMA PARA HACER QUE UNA COMPUTADORA EJECUTE UN METODO DE ANALISIS DE DISENO DE UNA ESTRUCTURA DE REFUERZO ANTISISMICO, QUE COMPRENDE: UN MODULO DE SELECCION DE UN COMPONENTE DE LA ESTRUCTURA A UN RATIO DE INTENSIDAD DE ESFUERZO PERMISIBLE, UN MODULO PARA DETERMINAR EL RATIO DEL FACTOR DE DUCTIBILIDAD, UN MODULO DE CALCULO DEL FACTOR DE CARGA, UN MODULO PARA CALCULAR UN RATIO DE INTENSIDAD DE ESFUERZO PERMISIBLE; Y, UN PASO DE ESPECIFICACION CUANDO EL RATIO DE INTENSIDAD ES UN VALOR MAXIMO PARA EL INCREMENTO DE CARGA

2. 发明专利

CA2324204A1 ROOT WRAPPING TYPE ASEISMIC REINFORCEMENT CONTRUCTION AND METHOD FOR BASE OF COLUMN MEMBER 未知
公开(公告)号：CA2324204A1
公开(公告)日：2001-06-17
申请号：CA2324204
申请日：2000-10-23
申请人： JONQUIL CONSULTING INC , MITSUBISHI HEAVY IND LTD , NIHONKAI LNG CO LTD
发明人： ASAKAWA HARUMA , NAKAMURA TOMOMICHI , ANZAI HAJIME , OCHIAI SHIGERU
IPC分类号： E04B1/24 , E02D27/24 , E02D27/42 , E04G23/02 , E04H9/02 , E02D27/34
摘要： The present invention provides a root wrapping type aseismic reinforcement construction and method for a base of a column member. A buffering portion is provided between the base of the column member and a root wrapping member to decrease bending moment generated on the base by an external force. Therefore, the bending moment is less prone to be transmitted to a foundation member, so that the bending moment born by the foundation can be reduced.

3. 发明专利

CA2365035A1 DESIGN ANALYSIS METHOD OF EARTHQUAKE-PROOF REINFORCEMENT STRUCTURE, AND STORAGE MEDIUM 未知
公开(公告)号：CA2365035A1
公开(公告)日：2002-06-25
申请号：CA2365035
申请日：2001-12-12
申请人： MITSUBISHI HEAVY IND LTD , JONQUIL CONSULTING INC , NIHONKAI LNG CO LTD
发明人： TACHIKAWA TAKASHI , NAKAMURA TOMOMICHI , ANZAI HAJIME , OCHIAI SHIGERU , YOSHIDA KEIJIRO , SUDO HIROSHI
IPC分类号： E04G21/00 , E04B1/24 , E04G23/02 , E04H9/00 , E04H9/02 , F16L3/00 , F17D5/00 , G06F17/50 , G06F17/00 , G01M7/00
摘要： A member of an earthquake-proof reinforcement structure is selected with reference to the allowable stress intensity ratio of the member, a ductility factor ratio allowable as a deformation magnification by earthquake-proof reinforcement of the selected member is set, an increase in load in a plasticity range, which acts on the selected member, is calculated on the basis of the set ductility factor ratio, and a corresponding allowable stress intensity ratio is obtained. When the obtained allowable stress intensity ratio is defined as a maximum value of 1.0, the corresponding increase in load in the plasticity range is specified as an ultimate load at which the selected member collapses.

4. 发明专利

TR200003696A2 未知
公开(公告)号：TR200003696A2
公开(公告)日：2001-07-23
申请号：TR200003696
申请日：2000-12-13
申请人： MITSUBISHI HEAVY IND LTD , NIHONKAI LNG CO LTD , JONQUIL CONSULTING INC
发明人： ANZAI HAJIME , ASAKAWA HARUMA , NAKAMURA TOMOMICHI , OCHIAI SHIGERU
IPC分类号： E04B1/24 , E02D27/24 , E02D27/42 , E04G23/02 , E04H9/02 , E04G23/00
摘要： The present invention provides a root wrapping type aseismic reinforcement construction and method for a base of a column member . A buffering portion is provided between the base (4) of the column member (2) and a root wrapping member (12) to decrease bending moment generated on the base by an external force. Therefore, the bending moment is less prone to be transmitted to a foundation member (3), so that the bending moment born by the foundation (3) can be reduced.

5. 发明专利

CA2324204C ROOT WRAPPING TYPE ASEISMIC REINFORCEMENT CONTRUCTION AND METHOD FOR BASE OF COLUMN MEMBER 未知
公开(公告)号：CA2324204C
公开(公告)日：2004-05-18
申请号：CA2324204
申请日：2000-10-23
申请人： NIHONKAI LNG CO LTD , MITSUBISHI HEAVY IND LTD , JONQUIL CONSULTING INC
发明人： ANZAI HAJIME , ASAKAWA HARUMA , OCHIAI SHIGERU , NAKAMURA TOMOMICHI
IPC分类号： E04B1/24 , E02D27/24 , E02D27/42 , E04G23/02 , E04H9/02 , E02D27/34
摘要： The present invention provides a root wrapping type aseismic reinforcement construction and method for a base of a column member. A buffering portion is provided between the base of the column member and a root wrapping member to decrease bending moment generated on the base by an external force. Therefore, the bending moment is less prone to be transmitted to a foundation member, so that the bending moment born by the foundation can be reduced.

6. 发明专利

PE20020645A1 METODO DE ANALISIS DE DISENO DE ESTRUCTURA DE REFUERZO ANTISISMICO Y MEDIO DE ALMACENAMIENTO 未知
公开(公告)号：PE20020645A1
公开(公告)日：2002-07-10
申请号：PE2001001299
申请日：2001-12-21
申请人： NIHONKAI LNG CO LTD , MITSUBISHI HEAVY IND LTD , JONQUIL CONSULTING INC
发明人： ANZAI HAJIME , NAKAMURA TOMOMICHI , YOSHIDA KEIJIRO , SUDO HIROSHI , TACHIKAWA TAKASHI , OCHIAI SHIGERU
IPC分类号： E04G21/00 , E04B1/24 , E04G23/02 , E04H9/00 , E04H9/02 , F16L3/00 , F17D5/00 , G06F17/50
摘要： QUE COMPRENDE LOS SIGUIENTES PASOS: A)SELECCIONAR UN COMPONENTE DE LA ESTRUCTURA DE REFUERZO ANTISISMICO CON REFERENCIA A UN RATIO DE INTENSIDAD DE ESFUERZO PERMISIBLE DEL COMPONENTE; B)FIJAR EL RATIO DEL FACTOR DE DUCTIBILIDAD PARA DETERMINAR UN RATIO DEL FACTOR DE DUCTIBILIDAD PERMISIBLE COMO UNA MAGNIFICACION DE DEFORMACION MEDIANTE EL REFUERZO ANTISISMICO DEL COMPONENTE; C)CALCULAR UN FACTOR DE CARGA PARA CALCULAR EL INCREMENTO EN LA CARGA EN UN RANGO DE PLASTICIDAD, EL CUAL ACTUA EN UN COMPONENTE SELECCIONADO EN BASE A (B); D)CALCULAR UN RATIO DE INTENSIDAD DE ESFUERZO PERMISIBLE CORRESPONDIENTE AL INCREMENTO DE CARGA EN EL RANGO DE PLASTICIDAD; Y, E)ESPECIFICAR, CUANDO EL RATIO DE INTENSIDAD DE ESFUERZO SE DEFINE COMO VALOR MAXIMO, EL INCREMENTO CORRESPONDIENTE DE CARGA EN EL RANGO DE PLASTICIDAD COMO UNA ULTIMA CARGA EN LA QUE EL COMPONENTE SELECCIONADO COLAPSA. ADEMAS DE UN MEDIO QUE ALMACENA UN MODULO DE PROGRAMA PARA HACER QUE UNA COMPUTADORA EJECUTE UN METODO DE ANALISIS DE DISENO DE UNA ESTRUCTURA DE REFUERZO ANTISISMICO, QUE COMPRENDE: UN MODULO DE SELECCION DE UN COMPONENTE DE LA ESTRUCTURA A UN RATIO DE INTENSIDAD DE ESFUERZO PERMISIBLE, UN MODULO PARA DETERMINAR EL RATIO DEL FACTOR DE DUCTIBILIDAD, UN MODULO DE CALCULO DEL FACTOR DE CARGA, UN MODULO PARA CALCULAR UN RATIO DE INTENSIDAD DE ESFUERZO PERMISIBLE; Y, UN PASO DE ESPECIFICACION CUANDO EL RATIO DE INTENSIDAD ES UN VALOR MAXIMO PARA EL INCREMENTO DE CARGA

7. 发明专利

JP2003113820A ELASTICITY CONNECTION METHOD AND CONNECTING MEMBER 审中-公开
公开(公告)号：JP2003113820A
公开(公告)日：2003-04-18
申请号：JP2001305038
申请日：2001-10-01
申请人： MITSUBISHI HEAVY IND LTD
发明人： MORITA HIDEYUKI , NAKAMURA TOMOMICHI
IPC分类号： F16B5/02 , F16B31/00 , F16B37/12 , F16F1/12 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide an elasticity connection method and a connecting member that saves on space and exhibits high vibration damping ability. SOLUTION: In a method of connecting a first member and a second member resiliently, a cylindrical member having rubber-like elasticity is fitted to a cylindrical portion of a joint member fixed to the first member and having the cylindrical portion projecting from the first member. The cylindrical member portion is inserted into a female screw hole which is formed on the second member to be vibration-isolated and jointed to the first member, and whose inside diameter is greater than the outside diameter of the cylindrical member. A coil is screwed in between the outer circumference of the cylindrical member and the female screw. By doing this, the second member is connected to the first member resiliently through the coil in contact with the outer circumference of the cylindrical member and the cylindrical member. Also, by cutting off the thread of the screw from the axial groove, it is attained to reduce the rigidity of the thread, to deform the thread easily by vibration force in the direction of the bolt shaft, and to damp the vibration force applied to the bolt by frictional resistance due to slipping on the thread joint surface generated by the deformation.

8. 发明专利

JPH03134491A HEAT EXCHANGER 失效
公开(公告)号：JPH03134491A
公开(公告)日：1991-06-07
申请号：JP27156289
申请日：1989-10-20
申请人： MITSUBISHI HEAVY IND LTD
发明人： NAKAMURA TOMOMICHI
IPC分类号： F28D7/16 , F28D7/00 , F28D7/06 , F28F9/013
摘要： PURPOSE:To improve rigidity laying out a group of heat exchanger pipes so that they may adjoin and supporting said heat exchanger pipes with a baffle plate provided at a span. CONSTITUTION:A primary fluid enters each heat exchanger pipe 2a' and 2b' of a group of U-shaped pipes 2a and 2b, passing through a water chamber from inlet nozzles 5a and 5b. Then, the fluid enters a vessel 1 from a secondary inlet 9a, and it is guided by baffle plates 7 and 7' and exchanges heat with the secondary fluid flowing around the heat exchanger pipes 2a' and 2b' in the direction marked with an arrow. The primary fluid which has heat- exchanged is discharged from outlet nozzles 6a and 6b by way of the water chamber while the secondary fluid is discharged from a secondary outlet 9b. Each heat exchanger pipe of the group of the U-shaped pipes 2a and 2b are firmly supported with pipe plates 3a and 3b at both ends of the straight runs of the pipes. On the other hand, the bends of each heat exchanger pipe 2a' and 2b' are supported at the straight runs of the adjacent heat exchanger pipes 2a' and 2b' by way of a baffle rod 8 which forms the baffle plate 7'. Therefore, the bends can be rigidly supported at the straight runs of the adjacent heat exchanger pipes.

9. 发明专利

JP2001173241A CONCRETE ENCLOSED COLUMN BASE TYPE EARTHQUAKE RESISTANT REINFORCING STRUCTURE OF COLUMN LEG PART OF COLUMN MEMBER, AND METHOD THEREFOR 失效
公开(公告)号：JP2001173241A
公开(公告)日：2001-06-26
申请号：JP35954399
申请日：1999-12-17
申请人： NIHONKAI LNG CO LTD , MITSUBISHI HEAVY IND LTD , JONKUERU CONSULTING KK
发明人： ANZAI HAJIME , ASAKAWA HARUMA , NAKAMURA TOMOMICHI , OCHIAI SHIGERU
IPC分类号： E04B1/24 , E02D27/24 , E02D27/42 , E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide concrete enclosed column base type earthquake resistant reinforcing structure and a method therefor. SOLUTION: A buffer part is provided between a leg part and a concrete encased member, and thereby losing a bending moment generated in the leg part by external force for making hard the transmission to a foundation member, resulting in reduction of the bending moment burdened by the foundation.

10. 发明专利

JPH10227332A BASE ISOLATION DEVICE OF FLOATING BODY STRUCTURE 失效
公开(公告)号：JPH10227332A
公开(公告)日：1998-08-25
申请号：JP3029797
申请日：1997-02-14
申请人： MITSUBISHI HEAVY IND LTD
发明人： NAKAMURA TOMOMICHI , HIROTA KAZUO
IPC分类号： E01F3/00 , B63B1/38 , B63B35/44 , B63B35/50 , E01D15/14 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To intercept transmission of vertical vibration from water bottom by compressibility of air bubbles by operating an air generating means at generation of an earthquake so as to generate air bubbles under a floating structure. SOLUTION: A plate 10 on the upper face of an air chamber 5 provided in water bottom 2 under a floating body structure 1 is provided with a plurality of holes 11 at regular intervals. An actuator 15 provided with a door 12 is connected onto the respective holes 11. The air chamber 5 is connected to a compressor 8 provided on the land 7. When an earthquake is generated, a seismometer 13 detects it and sends the output to a control device 14. The control device 14 outputs a control signal to the actuator 15 so as to open the door 12. Then air in the air chamber 5 is blown off through the holes 11, and moves upward as air bubbles 16. Hereby, water between the water bottom 2 and the floating body structure 1 becomes in the condition having countless air bubbles 16, and the vertical vibration of the earthquake of the water bottom 2 can be prevented from being transmitted upward by compressibility of the air bubbles 16.

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