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1. 发明专利

JP2011032863A Damping structure of building 有权
标题翻译：建筑物阻尼结构
公开(公告)号：JP2011032863A
公开(公告)日：2011-02-17
申请号：JP2010232964
申请日：2010-10-15
申请人： Ohbayashi Corp , 株式会社大林組
发明人： NISHIMURA KATSUHISA , FUKUMOTO YOSHIYUKI , YAMADA YOSHIISA
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a damping structure of a building which can fully ensure a degree of freedom in a floor plan of the building, can reduce the number of members which compose the building for cost reduction, while ensuring a sufficient vibration control performance and also improving livability.
SOLUTION: The building is equipped with a rigid-frame structure 10, and a multilayer earthquake-resisting wall 20 arranged in the rigid-frame structure 10 independently from the rigid-frame structure 10. These rigid-frame structure 10 and multilayer earthquake-resisting wall 20 have vibration properties different from each other, while being mutually-connected at one or more positions through a damping device 50. Between the earthquake-resisting wall 20 and the rigid-frame structure 10, supports 52, 53 are provided for constraining displacement in the out-of-plane direction of the earthquake-resisting wall 20 while allowing its displacement in the in-plane direction.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够完全确保建筑物的平面图的自由度的建筑物的阻尼结构，可以减少构成建筑物的成员的数量，同时确保足够的振动控制性能也提高宜居性。解决方案：该建筑物配备有刚性框架结构10和与刚性框架结构10独立地布置在刚性框架结构10中的多层抗震壁20.这些刚性框架结构10和多层防震壁20具有彼此不同的振动特性，同时通过阻尼装置50在一个或多个位置处相互连接。在防震壁20和刚性框架结构10之间提供支撑件52,53 用于限制在抗震壁20的平面外方向上的位移，同时允许其在面内方向上的位移。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2010090596A Joint structure of pile and foundation skeleton, joining method for pile and foundation skeleton, and pc member 审中-公开
标题翻译：桩和基础骨架的接合结构，桩和基础骨架的加工方法和PC构件
公开(公告)号：JP2010090596A
公开(公告)日：2010-04-22
申请号：JP2008260976
申请日：2008-10-07
申请人： Ohbayashi Corp , 株式会社大林組
发明人： NISHIMURA KATSUHISA , OSUMI KAZUMASA , YONEZAWA KENJI
IPC分类号： E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a pile and a foundation skeleton applicable even when a vertical load imposed on a pile is large and reducing a bending load at a joint part.
SOLUTION: The joint structure 10 of the concrete pile 30 and the foundation skeleton 20 includes a small diameter part 40 formed between the pile 30 and the foundation skeleton 20, smaller in diameter than the pile 30 and separated from the foundation skeleton 20; a first steel pipe 41 surrounding the small diameter part 40; and a second steel pipe 42 penetrating the small diameter part 40 so that the upper end is embedded in the foundation skeleton 20 and the lower end is embedded in the head of the pile 30.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：即使当施加在桩上的垂直载荷较大并且减小接头部分的弯曲载荷时，也可以提供桩和基础骨架的接合结构。解决方案：混凝土桩30和基础骨架20的接头结构10包括形成在桩30和基础骨架20之间的小直径部分40，其直径小于桩30并与基础骨架20分离 ; 围绕小径部40的第一钢管41; 以及穿过小直径部40的第二钢管42，使得上端嵌入基础骨架20中，下端嵌入桩30的头部。（C）2010年，JPO＆INPIT

3. 发明专利

JP2010090595A Joint structure of pillar and beam and beam member 审中-公开
标题翻译：支柱和梁和梁构件的接头结构
公开(公告)号：JP2010090595A
公开(公告)日：2010-04-22
申请号：JP2008260975
申请日：2008-10-07
申请人： Ohbayashi Corp , 株式会社大林組
发明人： NISHIMURA KATSUHISA
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a pillar and a beam of a pillar/beam frame of a steel structure which makes possible the adoption of a steel frame having a small cross section for a beam and which does not need a high degree of welding technique during construction.
SOLUTION: In the joint structure 10 of the pillar 20 and the beam 30, the beam 30 is made of H-beam, and the joint structure 10 is provided with a diaphragm 21 and a leaf-formed cover plate 40. The diaphragm 21 is projected from the surface of the pillar 20, and the upper-and-lower flanges 31 of the beam 30 are welded and connected to the diaphragm 21. One end of the leaf-formed cover plate 40 is connected to the pillar 20, and the leaf-formed cover plate 40 is attached to the outer peripheral surface of the flange 31 of the beam 30. The part of the cover plate 40 other than the end on the pillar side of the outer peripheral edge is continuously connected to the outer peripheral surface of the flange 31 by fillet welding 41.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢结构的柱梁结构的支柱和梁的接合结构，其可以采用具有小横截面的钢框架，而不是梁在施工期间需要高度的焊接技术。解决方案：在支柱20和梁30的接头结构10中，梁30由H型梁制成，接头结构10设置有隔膜21和叶形盖板40。隔膜21从柱20的表面突出，梁30的上下凸缘31被焊接并连接到隔膜21.叶形盖板40的一端连接到支柱20 ，并且叶形盖板40附接到梁30的凸缘31的外周表面。除了外周边缘的柱侧上的端部之外的盖板40的部分连续地连接到凸缘31的外圆周表面通过角焊41。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2009019479A Seismic response controlled building and seismic response control method 有权
标题翻译：地震反应控制建筑和地震反应控制方法
公开(公告)号：JP2009019479A
公开(公告)日：2009-01-29
申请号：JP2007199422
申请日：2007-07-31
申请人： Ohbayashi Corp , 株式会社大林組
发明人： NISHIMURA KATSUHISA , FUKUMOTO YOSHIYUKI
IPC分类号： E04H9/02 , E04B1/18
摘要： PROBLEM TO BE SOLVED: To effectively use a structural body constructed within an external building in a seismic response controlled building wherein the structural body is constructed inside of the external building and a damping member connects these.
SOLUTION: A seismic response controlled building 10 is composed of an external building 20 having a void space 40, an internal building 30 which is separated by an internal clearance from the external building 20 within the void space 40, has a higher rigidity than the external building 20 and is used as a multi-storied parking lot, and a vibration control damper 41 for connecting the external building 20 and the internal building 30.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了有效地使用在地震响应控制建筑物内构造的外部建筑物内的结构体，其中结构体构造在外部建筑物内部，并且阻尼构件连接这些建筑物。解决方案：地震响应控制建筑物10由具有空隙空间40的外部建筑物20，内部建筑物30构成，内部建筑物30在空间空间40内与外部建筑物20的内部间隙分开，具有更高的刚性并且被用作多层停车场，以及用于连接外部建筑物20和内部建筑物30的振动控制阻尼器41.版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2004011377A JOINT STRUCTURE AND JOINING METHOD FOR STEEL-PIPE COLUMN AND STEEL-FRAMED BEAM 审中-公开
公开(公告)号：JP2004011377A
公开(公告)日：2004-01-15
申请号：JP2002170072
申请日：2002-06-11
申请人： OHBAYASHI CORP
发明人： FUJITA YOSHIHIRO , NISHIMURA KATSUHISA , TAMAE KAZUO
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint structure and a joining method for steel-pipe columns with steel-framed beams which can reduce a construction cost without producing any unnecessary space between the beam, etc. and the external wall. SOLUTION: A lower diaphragm 5 on which a lower flange 2b is placed and an upper diaphragm 4 which is placed at the upper side of the steel-frame beam 2 are provided to the internal side of the steel-pipe 3 whereas a perpendicular diaphragm 7 welded to the upper or the lower diaphragm is provided to its external side. The lower flange 2b and the lower diaphragm 5, a web 2c and a gusset plate 6 as well as an upper flange 2a with the upper diaphragm 4 and a splice plate 10 are fastened with bolts, respectively. COPYRIGHT: (C)2004,JPO

6. 发明专利

JP2000265707A VIBRATION CONTROL STRUCTURE OF STRUCTURE WITH MISCELLANEOUS WALL 失效
公开(公告)号：JP2000265707A
公开(公告)日：2000-09-26
申请号：JP7075099
申请日：1999-03-16
申请人： OHBAYASHI CORP
发明人： NISHIMURA KATSUHISA
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To sufficiently display a vibration-control effect, enabling the application of vibration control even in a concrete structure by controlling vibrations by utilizing a miscellaneous wall, to simply conduct post-attachment even in not only new construction and the extension of a building but also an existing structure and to avoid the constraint in the design of the structure. SOLUTION: The vibration-control structure of the structure with the miscellaneous walls has the miscellaneous walls 16 installed to opening sections 14 surrounded by columns 10 and beams 12. One sides E of the miscellaneous walls 16 are fixed onto the columns 10 and the beams 12 and used as fixed end sections while openings δ are formed among the columns 10 and the beams 12 and used as free end sections in the residual three sides E2, E3, E4. Viscoelastic devices 18 are mounted to at least one sides of the three sides E2, E3, E4 as the free end sections and the edge-section outsides of the adjacent sections of the columns 10 or the beams 12.

7. 发明专利

JP2000248562A BASE ISOLATION CONSTRUCTION OF PILE AND READY-MADE PILE USED THEREFOR 失效
公开(公告)号：JP2000248562A
公开(公告)日：2000-09-12
申请号：JP5260799
申请日：1999-03-01
申请人： OHBAYASHI CORP
发明人： NISHIMURA KATSUHISA
IPC分类号： E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To prevent a pile top from breaking down due to bending moment at an earthquake. SOLUTION: In the base isolation construction of a pile, a connecting member 3 is fitted to a pile top 2, and the top part of the connecting member 3 is brought in contact with the underside of a base part side stiffener 5 buried in the base slab 4 of an upper structure. The connecting member 3 is constituted of an outer pipe 6 having nearly the same outer diameter as the pile diameter, and an inner pipe 8 coaxially connected to the outer pipe through a stiffener 7 and having a crown position higher than the outer pipe 6, and the crown of the inner pipe 8 is brought in contact with the underside of the base side stiffener 5. The inner pipe 8 of the connecting member 3 is set so as to fix reinforcements 13 in a vertical attitude to concrete filled in the inner space, the reinforcements penetrate through the reinforcing sleeve 10 of the base part side stiffener 5, and penetrate in the concrete of the base slab 4 to be fixed to concrete by bonding.

8. 发明专利

JPH11172689A ANCHORING METHOD OF LEG SECTION OF STEEL-FRAMED COLUMN 失效
公开(公告)号：JPH11172689A
公开(公告)日：1999-06-29
申请号：JP34327497
申请日：1997-12-12
申请人： OHBAYASHI CORP
发明人： FUJITA YOSHIHIRO , NISHIMURA KATSUHISA , ARAI TSUTOMU
IPC分类号： E02D27/00 , E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To equalize the width of a foundation beam in the longitudinal direction by preventing the increase of the width of the foundation beam even when there is the width of the foundation beam in the buried section of the steel- framed column while ensuring the anchorage rigidity of the leg section of the steel-framed column in an anchoring method, in which the leg section of the steel-framed column is buried to a foundation section. SOLUTION: The erection hole 4 of the steel-framed column 10 is formed beforehand to the concrete 3 placing section of a foundation beam 2, and the leg section of the steel-framed column 10 is inserted into the erection hole 4 and the erection hole 4 is filled with post-cast concrete 5. A pair of extending members 20 are projected from the lower end of the steel-framed column 10 to a lower section in a specified quantity and united at the lower end sections of a pair of opposed side faces of the steel-framed column 10, a pair of the extending members 20 are crossed over the beam main reinforcements 2a of the foundation beam 2 at the time of the erection of the steel-framed column 10, these extending members 20 and the lower end section of the steel-framed column 10 are inserted into the erection hole 4, and the inside of the erection hole 4 is filled with post-cast concrete 5.

9. 发明专利

JPH09256515A PRECAST WALL SLAB AND CONSTRUCTING METHOD OF BUILDING USING THE WALL SLAB 失效
公开(公告)号：JPH09256515A
公开(公告)日：1997-09-30
申请号：JP7055396
申请日：1996-03-26
申请人： OHBAYASHI CORP
发明人： NISHIMURA KATSUHISA
IPC分类号： E04B2/56
摘要： PROBLEM TO BE SOLVED: To facilitate connection operation with another structural material, and to rationalize operation by forming a notch section to the peripheral section of a wall slab body and extending an embedded bar constituting a lap joint with a joint bar projected from another structural material into the notch section from the inside of the wall slab body. SOLUTION: A column member 20 and a wall slab 10 are joined in such a manner that a joint bar 21 is projected from the column member 20 as another structural material, the precast wall slab 10 is built, the joint bar 21 forms a lap joint with an embedded bar 12 in a notch section 11b, an opening 11c is closed by a frame plate 22 and a concrete placing space S1 is filled with concrete. Since the embedded bar 12 is disposed into the notch section 11b, the reinforcing bar for connection is arranged beforehand in the space S1, thus facilitating connection operation. When the wall slab 10 is joined with a coin member 20, the opening of the notch section 11b can be partitioned only by closing the opening by the frame plate 22, the leakage prevention, etc., of concrete may be conducted only in the periphery of the notch section 11b, and operation can be rationalized.

10. 发明专利

JPH0988238A STEEL-PIPE REINFORCED CONCRETE COLUMN 失效
公开(公告)号：JPH0988238A
公开(公告)日：1997-03-31
申请号：JP24483495
申请日：1995-09-22
申请人： OHBAYASHI CORP
发明人： NISHIMURA KATSUHISA
IPC分类号： E04B1/16 , E04B1/30 , E04C3/34
摘要： PROBLEM TO BE SOLVED: To facilitate manufacture, and to increase the strength of a column. SOLUTION: In a steel-pipe reinforced concrete column 10, in which concrete C is placed into a closed type steel plate 11 extended in the axial direction of the column, steel bars 12 are penetrated into the concrete column for constraining the deformation of the closed type steel plate 11 while nuts 13 as clamping means, which are engaged with the closed type steel plate 11 and deformation force applied to the closed type steel plate 11 is borne to the steel bars 12, are clamped at both end sections of the steel bars 12 projected from the closed type steel plate 11.

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