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1. 发明专利

JPS6471927A REINFORCED STRUCTURE OF PILE AND FOUNDATION 失效
公开(公告)号：JPS6471927A
公开(公告)日：1989-03-16
申请号：JP22817287
申请日：1987-09-11
申请人： KAJIMA CORP
发明人： OKAWA JUN , FUKUZAWA EIJI , ARITA TOMOHIKO
IPC分类号： E02D27/12
摘要： PURPOSE:To exactly reinforce pile and foundation by a method in which the fixing degree of pile head to a base bottom slab is eased and a ringed reinforcing bar for preventing cracks is buried in the concrete of the periphery of pile head. CONSTITUTION:The fixing degree of the head of pile A to a base bottom slab B is eased to the extent of pin-joint or semi-rigid joint by limiting the cut-in length to the slab B to about 10cm. Reinforcing bars 1 of a form for preventing cracks are buried in a single or double or more form in the peripheral concrete traversing an imaginary face X.

2. 发明专利

JPS6233974A ULTRAHIGH BUILDING STRUCTURE 失效
公开(公告)号：JPS6233974A
公开(公告)日：1987-02-13
申请号：JP17284385
申请日：1985-08-06
申请人： KAJIMA CORP
发明人： KOYAMA MASAHIRO , OKAWA JUN , FUKADA YOSHIO , TSUGAWA TSUNEHISA , BESSHO SATOSHI , KOBAYASHI MIKIO
IPC分类号： E04H9/02 , E04B1/20 , E04B1/34 , E04H1/04

3. 发明专利

JP2002227451A SEISMIC CONTROL STRUCTURE 失效
公开(公告)号：JP2002227451A
公开(公告)日：2002-08-14
申请号：JP2001028113
申请日：2001-02-05
申请人： KAJIMA CORP
发明人： ODA YASUHIRO , SUZUKI TADAO , SASAKI AYUMI , HAYASHI YUKIO , OKAWA JUN , YAMAMOTO YUKIMASA
IPC分类号： E04B1/19 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To enable an open space to be formed by relaxing constraints imposed on floor planning by the arrangement of cores in a seismic control structure composed of the cores, wherein wall girders are connected to top parts of multi- story earthquake-resisting elements, coupled columns, which are arranged at end positions of the wall girders of the respective cores and insulated from the wall girders, and seismic control devices installed between the cores and the coupled columns. SOLUTION: The cores are taken as plural wall-shaped core walls 1, which are juxtaposed at intervals among one another, and the adjacent core walls 1 and 1 and the adjacent coupling columns 3 and 3, respectively, are coupled to each other by a tie beam 5 so as to secure stiffness and resistance against horizontal force in a direction of the juxtaposition of the core walls 1.

4. 发明专利

JPH09195538A PLANE-SHAPE APARTMENT HOUSE 失效
公开(公告)号：JPH09195538A
公开(公告)日：1997-07-29
申请号：JP477096
申请日：1996-01-16
申请人： KAJIMA CORP
发明人： NAGAO NOBUYOSHI , KOBAYASHI MIKIO , AKATSUI SEIGOROU , OKAWA JUN
IPC分类号： E04H1/04 , E04B2/84 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide vibration control devices without reducing the opening area, by joining mutually connected ridges by vibration control planes of structure in which vibration controllers are assembled and using spaces surrounded by the vibration control planes of structure as common spaces of houses. SOLUTION: The boundary walls 1 of houses are formed to chiefly have a vibration resistant wall structure in the beam direction α and Rahmen structures 2 composed of columns and beams are erected in the girder direction β3 to construct a plane apartment house with a short depth, vertically connected. And adjacently arranged ridges are connected by vibration control planes of structure in which vibration control devices like a honeycomb damper system or a high damping system are assembled. And a common core in which a rising means like an elevator or stairs is arranged, is provided in the space surrounded by the mutual vibration control planes of structure 3 and the boundary walls 1. Or the above space may be used as a common core in which a parking zone for cars and bicycles, a sky garden, a light court, or a trunk room is arranged.

5. 发明专利

JPH09158530A VIBRATION CONTROL BOARD-FORM APARTMENT HOUSE 失效
公开(公告)号：JPH09158530A
公开(公告)日：1997-06-17
申请号：JP32261495
申请日：1995-12-12
申请人： KAJIMA CORP
发明人： OMIKA YUKIHIRO , OKAWA JUN , YAMAMOTO YUKIMASA , IKEURA TOMONORI , KOJIKA NORIHIDE , NAGAO NOBUYOSHI
IPC分类号： E04B2/56 , E04H1/04 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To easily and costlessly increase vibration-resistance, by constructing the boundary walls of an apartment house in which many houses with a short depth are connected mutually, to form a vibration-resistant structure and also constructing the structure in the girder direction to form a rigid structure and providing vibration-control planes of the structure by making use of the rigidity of the boundary wall of the houses. SOLUTION: The boundary walls 1 of houses in the beam direction αare chiefly constructed as vibration-resistant walls to have a large horizontal strength and lessen the vibration at an earthquake. A rigid structure 2 constituted of columns and beams is formed in the girder direction β. Further, vibration- control devices like a honeycomb damper system or an oil damper installed between houses are installed by making use of the rigidity of the boundary walls 1 at positions separated from the rigid structure 2. In this case, the vibration-control planes 3 of the structure are provided at every two floors, three floors or more floors to generate a larger relative story displacement and increase the vibration-control effect. In this way, the vibration-resistant capacity of an apartment house having a short depth can be increased.

6. 发明专利

JPH08333917A BENDING DEFORMATION CONTROL TYPE VIBRATION DAMPING STRUCTURE 失效
公开(公告)号：JPH08333917A
公开(公告)日：1996-12-17
申请号：JP14178495
申请日：1995-06-08
申请人： KAJIMA CORP
发明人： OMIKA YUKIHIRO , OKAWA JUN , YAMAMOTO YUKIMASA , OSADA MASACHIKA
IPC分类号： E04B1/34 , E04H9/02
摘要： PURPOSE: To make it possible to construct of a high-rise building without increasing cross sectional area of a core consisting of earthquake resistant elements of continuous layers and damaging planar function by constituting a super- rahmen by the core and an outer peripheral frame or an outer peripheral wall. CONSTITUTION: A high-rise building is constituted by a core 1 consisting of earthquake resistant elements of continuous layers and an outer peripheral frame or and outer peripheral wall 2. In this structure, a top girder 3 overhangs in a condition in which it is separated from one side of a top of the core 1 or the outer peripheral frame or outer peripheral wall 2 to the other side. Next, a vibration damping device 4 is stretched between the top girder 3 and the outer peripheral frame or the outer peripheral wall 2 or the core 1 to connect both of them. Furthermore, a giant beam 5 is provided on a layer on a lower floor. Thus, it is possible to increase flexural rigidity of lower floor of the building and construct the high-rise building without increasing cross sectional area of the core 1 by constituting a super-rahmen by the core 1 and a column of the outer peripheral frame or the outer peripheral wall 2.

7. 发明专利

JPH07317337A PLANE FIGURE OF BUILDING 失效
公开(公告)号：JPH07317337A
公开(公告)日：1995-12-05
申请号：JP11520294
申请日：1994-05-27
申请人： KAJIMA CORP
发明人： KAWAMOTO AKIO , OTSUKA MINORU , TANAAMI MASAHITO , OSADA MASACHIKA , OKAWA JUN
IPC分类号： E04H1/04 , E04B1/34 , E04H1/06 , E04H9/02
摘要： PURPOSE:To remarkably reduce the pillars of a living room part by arranging structure cores constituting the main parts of a building structure on the periphery of shared facilities or equipment facilities. CONSTITUTION:Shared facilities such as elevator shafts 1 or staircases 3 and equipment facilities such as an air conditioner room 4 or duct spaces 5 are arranged on the center part or the end part of a building, and structure cores 7 constituting the main parts of a structure are arranged on the periphery of the shared facilities and the equipment facilities. The shape and position of the structure core 7 are not limited into a specified shape if a wall quantity over a certain quantity can be insured in each direction of squarely crossing, for example a cylindrical shape can do. The plane figure, the arrangement, and the like are determined according to arrangement and the like of various shared facilities and equipment facilities. Hereby, the structure cores positively arranged on the periphery of the shared facilities and the equipment facilities constitute the main parts of a building structure, and hence pillars of a living room part can be remarkably reduced so as to insure a large living room with no pillar.

8. 发明专利

JPS6263770A HIGH MULTIPLE DWELLING HOUSE 失效
公开(公告)号：JPS6263770A
公开(公告)日：1987-03-20
申请号：JP20504085
申请日：1985-09-17
申请人： KAJIMA CORP
发明人： KOBAYASHI MIKIO , SAKURAOKA YUJI , OKAWA JUN , SEKIGUCHI HIDEAKI
IPC分类号： E04H1/04

9. 发明专利

JPS61165459A DISTRIBUTION OF RENFORCEMENT OF REINFORCED CONCRETE 失效
公开(公告)号：JPS61165459A
公开(公告)日：1986-07-26
申请号：JP717685
申请日：1985-01-18
申请人： KAJIMA CORP
发明人： YOSHIMATSU TOSHIYUKI , TOYOSAWA YOSHIHIKO , OKAWA JUN
IPC分类号： E04G21/12 , E04B5/32 , E04G5/06

10. 发明专利

JPH094274A BENDING-DEFLECTION CONTROL TYPE EARTHQUAKE-DAMPING STRUCTURE 失效
公开(公告)号：JPH094274A
公开(公告)日：1997-01-07
申请号：JP15006795
申请日：1995-06-16
申请人： KAJIMA CORP
发明人： OMIKA YUKIHIRO , OKAWA JUN , YAMAMOTO YUKIMASA , OSADA MASACHIKA
IPC分类号： E04B1/34 , E04H9/02
摘要： PURPOSE: To change a building into a multistoried one by installing a beam to a required floor of a lower layer, composing a rigid framework of a core and an outer circumferential frame or the column of an outer circumferential wall or constituting the rigid framework only of the outer circumferential frame and forming an upper layer floor only in the core and the outer circumferential frame or the outer circumferential wall. CONSTITUTION: A top girder 3 overhangs the core 1 side on the top section of a core 1 and an outer circumferential frame or the columns 2 of an outer circumferential wall, and the top girder 3 and the outer circumferential frame or the columns 2 of the outer circumferential wall are joined through earthquake damping devices 4. Beams 5 are arranged on required floors in the lower layers of a building, and joined rigidly with the outer circumferential frame or the columns 2 mounted on the outer circumferential wall of the building and a rigid framework 6 is constructed. Accordingly, the building can be changed into a multistoried one without spreading the cross section of the core 1. Or the rigid framework is formed only of the outer circumferential frame 2, and the rigidity of the foot of the building is increased.

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