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1. 发明专利

JP2002265185A OPERATION MANAGEMENT DEVICE FOR CARRIER EQUIPMENT 失效
公开(公告)号：JP2002265185A
公开(公告)日：2002-09-18
申请号：JP2001060330
申请日：2001-03-05
申请人： HAZAMA GUMI , HITACHI SHIPBUILDING ENG CO , SHIMIZU CONSTRUCTION CO LTD , KAJIMA CORP
发明人： MARUYAMA YOSHIO , MATSUMOTO YUJI , KAMIKAWA KENJI , TAKADA HIROO , YAGI JUNICHI , TAMAKI KINYA , ISHII ISAMU
IPC分类号： B66C13/48 , B66C13/18 , B66C15/04 , G05D1/02
摘要： PROBLEM TO BE SOLVED: To provide an operation management device for carrier equipment capable of preparing an operation plan for the carrier equipment for moving a plurality of cranes for carrier on different routes and easily and safely enforcing an actual operation management. SOLUTION: This device is for performing independent crane operations in two or more adjacent working areas and performing an operation management of the carrier equipment provided so as to be mutually driven into a rail of each working area. The device is provided with a three-dimensional image preparing device 54, an editor 56, each traveling route plan program 62 and 65 for determining traveling routes of the carrier equipment such as a parallel arm 5 and a hoist 8, collision avoiding programs 63, 66 and 68 for controlling the parallel arm 5, the hoist 8 and a transverse rail 4 so as not to collide one another, a data base for storing various kinds of data and programs, a virtual work environment preparation processing program 60 for preparing and processing a stereoscopic static image or a moving image and a display for displaying the image.

2. 发明专利

JP2002003150A CARRYING EQUIPMENT 失效
公开(公告)号：JP2002003150A
公开(公告)日：2002-01-09
申请号：JP2000194000
申请日：2000-06-28
申请人： KAJIMA CORP , SHIMIZU CONSTRUCTION CO LTD , HAZAMA GUMI , HITACHI SHIPBUILDING ENG CO
发明人： ISHII ISAMU , TAKADA HIROO , YAGI JUNICHI , ABE YOSHIKAZU , KIKAWADA KAZUYA , MARUYAMA YOSHIO , MATSUMOTO YUJI , MIYAWAKI KUNIO , KAMIKAWA KENJI
IPC分类号： B65G63/00 , B66C7/12
摘要： PROBLEM TO BE SOLVED: To make cranes having performance and ability travel when necessary in a travelling area, in which such performance and ability are not provided, without deteriorating working efficiency even if a carrying equipment is housed not in a two story building which limits the travel range of the cranes but in one plane. SOLUTION: This carrying equipment is to make cranes travel independently of each other in two areas adjacent to each other. A parallel arm 5 is made to travel on two cross rails 4. Two hoists 8, which travel in a material stock area 2, are made to travel on one cross rail 7. This carrying equipment is constituted in such a way that these cross rails 4 and 7 are laid in the same plane and the same direction so that the parallel arm 5 can go into the material stock area 2 utilizing the cross rail 7 of the two hoists 8. As a result, unloading work can be done in each work area effectively.

3. 发明专利

JP2002256715A MULTIPLE DWELLING BUILDING AND METHOD OF CONSTRUCTING IT 失效
公开(公告)号：JP2002256715A
公开(公告)日：2002-09-11
申请号：JP2001058648
申请日：2001-03-02
申请人： SHIMIZU CONSTRUCTION CO LTD , KAJIMA CORP , HAZAMA GUMI
发明人： TAKADA HIROO , YAGI JUNICHI , SUZUKI KOICHI , ISHII ISAMU , FUKUI YUTAKA , INOUE CHO
IPC分类号： E04H1/04 , E04B1/00 , E04B1/34 , E04B1/348
摘要： PROBLEM TO BE SOLVED: To achieve the free-planning, variability and renewability of each dwelling unit. SOLUTION: A free space 2 where each dwelling unit is usable for optional purposes and optionally variable is secured on the outer periphery of a building body 1 which constitutes a basic habitable space. Pallets serving as floors are mounted on the outer periphery of the building body, and infill units 4 to which a variety of standardized parts for forming indoor or outdoor space can be removably attached are used as the pallets. The pallet is formed as a hollow ribbed structure and a space for laying piping transversely is secured in the hollow part thereof. The vertically overlying pallets on different stories are suspended and supported from the top of the building body and mounted in place. The standardized parts are assembled to the pallets on-site or in a unit factory to preassemble a desired in-fill unit that matches the dwellers' needs. The infill units are lifted and mounted in the free space. The infill units are mounted in the building body by lifting the units with a lift installed on the top of the building body.

4. 发明专利

AU1414176A GASTIGHTNESS REPAIRING 未知
公开(公告)号：AU1414176A
公开(公告)日：1977-12-22
申请号：AU1414176
申请日：1976-05-20
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： NONAKA MINORU , TAKADA HIROO , YOSHIDA TETSUJI , NITANDA MORIE
IPC分类号： E04G23/02 , B05B3/02 , B05B3/06 , B05C7/02

5. 发明专利

AU499280B2 REPAIRING CRACKS IN CONCRETE SILOS 未知
公开(公告)号：AU499280B2
公开(公告)日：1979-04-12
申请号：AU1414176
申请日：1976-05-20
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： NONAKA MINORU , TAKADA HIROO , YOSHIDA TETSUJI , NITANDA MORIE
IPC分类号： E04G23/02 , B05B3/02 , B05B3/06 , B05C7/02

6. 发明专利

HK1051060A1 Unit construction method. 未知
公开(公告)号：HK1051060A1
公开(公告)日：2003-07-18
申请号：HK03103205
申请日：2003-05-06
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TAKADA HIROO
IPC分类号： E04B1/348 , E04B20060101 , E04B1/35 , E04B

7. 发明专利

AU526830B2 INTERNAL SILO SPRAYER 未知
公开(公告)号：AU526830B2
公开(公告)日：1983-02-03
申请号：AU4547979
申请日：1979-03-28
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： OGUMA RYOTA , YOSHIDA TETSUJI , KANEKO YOSHIHISA , NONAKA MINORU , TAKADA HIROO , SATO TADAO , KOBAYASHI MASAYOSHI , MINUMA YUZO
IPC分类号： B05B13/06 , B05C7/02

8. 发明专利

AU4547979A INTERNAL SILO SPRAYER 未知
公开(公告)号：AU4547979A
公开(公告)日：1979-10-04
申请号：AU4547979
申请日：1979-03-28
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： OGUMA RYOTA , YOSHIDA TETSUJI , KANEKO YOSHIHISA , NONAKA MINORU , TAKADA HIROO , SATO TADAO , KOBAYASHI MASAYOSHI , MINUMA YUZO
IPC分类号： B05B13/06 , B05C7/02

9. 发明专利

JP2000199268A HALF PC SLAB FOR REVERSED BEAM AND CONSTRUCTION METHOD OF REVERSED-BEAM BUILDING FRAME USING THE SAME 失效
公开(公告)号：JP2000199268A
公开(公告)日：2000-07-18
申请号：JP18599
申请日：1999-01-04
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TAKADA HIROO
IPC分类号： E04B5/38 , B28B23/02 , E04B1/16
摘要： PROBLEM TO BE SOLVED: To provide a construction method, in which a new space in a reversed- beam construction method can be ensured by applying a half PC construction method for manufacturing a floor in the reversed-beam construction method and applying a site prefabricated construction method for constructing a reversed-beam building frame. SOLUTION: In the half PC slab 1 for the reversed beam, beam stirrups 3 for building the reversed beam are implanted on the four sides of a slab top face, in which blank sections 2 corresponding to column sections are formed at four corners. In constructing the reversed-beam building frame, the half PC slab 1 for the reversed beam is supported by timbering and sections among columns and walls are loaded, desired beam bar arrangement such as beam upper-end main reinforcements 10 is executed, and beam-side forms are set and reversed-beam concrete is placed. Labor is saved by adopting repeated works on a construction field, the reduction of the kinds of works, the stabilization of the quality of the building frame and an improvement in stability on construction works are carried out.

10. 发明专利

JPH0960303A RESISTANCE DEVICE AGAINST HORIZONTAL FORCE IN JACK-UP METHOD 失效
公开(公告)号：JPH0960303A
公开(公告)日：1997-03-04
申请号：JP21856395
申请日：1995-08-28
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TAKADA HIROO
IPC分类号： E04B1/35 , E04G21/16 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To prevent collapse of an architectural structure by withstanding horizontal forces generated owing to earthquakes or strong wind even during construction by the jack-up method. SOLUTION: A resistant device 3 against horizontal forces is installed between a horizontal material 1 at the upper floor and a horizontal material 2 at the lower floor. The resistant device 3 against horizontal forces is constituted of a reinforcing diagonal material 6 provided with an extensible joint 5 fixed with a pin to the horizontal material 1 of the upper floor at one end thereof and fixed to the horizontal material 2 of the lower floor at the other end. The joint 5 is extended in accordance with the movement of lifting-up jacks 4. Since the joint 5 is constituted so as to bring out such a resisting function that it follows up the tensile strength of the reinforcing diagonal material 6 but it does not contract against the compression force, even if a horizontal force acts on an architectural structure while constructing it by use of the jack-up method, this device withstands the force so that the structure does not collapse.

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