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1. 发明专利

JP2005232851A PCa BOARD FOR FLOOR, HYBRID FLOOR STRUCTURE AND CONSTRUCTION METHOD FOR BUILDING 审中-公开
标题翻译：地板板，混合地板结构和建筑施工方法
公开(公告)号：JP2005232851A
公开(公告)日：2005-09-02
申请号：JP2004044468
申请日：2004-02-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIYASAKA TATSU , OGIWARA YUKIMASA , FUKUMOTO TOSHIYUKI , ASAOKA SHIGERU , YAJIMA KAZUMI , YOSHIGAI SHIGERU , MIZUTANI AKIRA , ISHII TAKESHI , TSURUYA IWAO , KAMIOKA OSAMU , OWADA ATSUSHI , SASAKI KATSUYASU , OKAYASU TAKASHI
IPC分类号： E04B5/02
摘要： PROBLEM TO BE SOLVED: To provide a PCa board for a floor capable of lightening a floor slab, improving the rigidity of the floor slab, shortening the term of works and reducing a cost or the like, a hybrid floor structure and a construction method for the hybrid floor structure.
SOLUTION: A plurality of the PCa boards 2 for the floor are stretched among a plurality of steel-framed beams 1 and 1 arranged at every regular interval in the axial direction of the steel-framed beams 1. A plurality of steel plates 3 for the floor are stretched among the PCa boards 2 and 2 for the floor mutually adjacently in the axial rectangular direction of the steel-framed beams 1. A plurality of reinforcing bars 4 and anchorage bars 7 are arranged on the steel plates 3 for the floor, and concrete 5 is placed.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种能够减轻楼板的地板的PCa板，提高楼板的刚性，缩短工程期限并降低成本等，混合地板结构和混合地板结构施工方法。解决方案：多个用于地板的PCa板2在钢框架梁1的轴向上以规则间隔布置的多个钢框架梁1和1之间被拉伸。多个钢板 3在钢框梁1的轴向矩形方向上相互相邻的PCa板2和2之间被拉伸。多个钢筋4和锚杆7布置在钢板3上，用于地板和混凝土5。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2006169826A Steel-concrete composite beam and its construction method 有权
标题翻译：钢 - 混凝土复合梁及其施工方法
公开(公告)号：JP2006169826A
公开(公告)日：2006-06-29
申请号：JP2004364151
申请日：2004-12-16
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIYASAKA TATSU , OGIWARA YUKIMASA , FUKUMOTO TOSHIYUKI , FUJIMURA HIROSHI , TSUKAMOTO KIYOSHI , YOSHIGAI SHIGERU , SASAKI KATSUYASU , TAKI MASAYA
IPC分类号： E04B1/30 , E04B1/16 , E04C3/293 , E04G9/00
摘要： PROBLEM TO BE SOLVED: To provide a steel-concrete composite beam and its construction method attaining energy saving, cost reduction, and the like in various construction works such as steel work, form work, reinforcement work and temporary work.
SOLUTION: The steel-concrete composite beam is formed of a steel frame section 2 located at the lower end of a beam cross section, and a reinforced concrete section 3 located on the upper side of the steel frame section 2. The steel frame section 2 is formed of a steel plate 2 continuous in the axial direction of the beam, and a plurality of studs 2b projected into the reinforced concrete section 3 from the upper face of the steel plate 2a. In construction, the steel plate 2a with the studs is laid as a bottom form, and side forms 8, 8 are arranged on both sides to form a beam form constituted in U-shape cross section opened at the upper face. Upper end main reinforcements 3a, lower end main reinforcements 3b and shear reinforcing bars 3c are arranged in reinforcing cage shape of rectangular cross section in the beam form. Concrete is then placed, and the side forms 8, 8 are removed when the concrete is hardened.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供钢铁混凝土复合梁及其施工方法，如钢铁工作，工作，加固工作和临时工等各种施工工程中节能降耗等。钢结构复合梁由位于梁截面下端的钢框架部分2和位于钢框架部分2上侧的钢筋混凝土部分3形成。钢框架部分2由在梁的轴向方向上连续的钢板2和从钢板2a的上表面突出到钢筋混凝土部分3中的多个螺柱2b形成。在结构上，具有螺柱的钢板2a被放置成底部形状，并且在两侧上布置侧面形状8,8，以形成在上表面处开口的U形横截面形成的梁形。上端主加强件3a，下端主加强件3b和剪力钢筋3c以梁形式布置成矩形截面的加强笼形。然后放置混凝土，当混凝土硬化时，侧面8,8被去除。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

DE69225400T2 未知
公开(公告)号：DE69225400T2
公开(公告)日：1998-10-29
申请号：DE69225400
申请日：1992-05-29
申请人： KAJIMA CORP
发明人： NISHIMURA ISAO , SAKAMOTO MITSUO , SASAKI KATSUYASU
IPC分类号： E04H9/02 , E04B1/98 , E04H9/14 , F16F15/02 , G05D19/02
摘要： A vibration control device for structures, which constitutes a double action vibration absorber of positive control type by providing a driving member of a predetermined mass mb as a second added mass body relative to a first added mass body of a predetermined mass ma, in which the first added mass body is provided on the structure via a support comprising a plurality of high damping laminated rubber pieces, whereby a downward arc-like running surface (4) is formed on which the second added mass body is to be run. The weight of the first added mass body is set to 1/500 to 1/1000 of the total weight of the structure to be vibration controlled, and the weight of the second added mass body to 1/20 to 1/100 of the weight of the first added mass body. A great damping factor ha of 10 to 50 % is set for the support, and the angular frequency omega a of the first added mass body and the angular frequency omega b due to the free vibration of the second added mass body on the arc-like running surface are synchronized with the natural circular frequency omega 1, whereby a control force corresponding to the response of the structure is imparted to the driving member as a second added mass body, thereby reducing the response by the structure to earthquake or wind.

4. 发明专利

DE69208431T2 未知
公开(公告)号：DE69208431T2
公开(公告)日：1996-08-14
申请号：DE69208431
申请日：1992-11-16
申请人： KAJIMA CORP
发明人： SAKAMOTO MITSUO , KOSHIKA NORIHIDE , NISHIMURA ISAO , SASAKI KATSUYASU , OORUI SATOSHI
IPC分类号： E04B1/36 , E04B1/98 , E04H9/02 , F16F1/40 , F16F15/02
摘要： The buckling strength of a laminated rubber (1) is increased to fully make use of the deformation ability of a hollow laminated rubber either by making the inside and/or the outside of the hollow laminated rubber of non-uniform section in a vertical direction so that the width in a horizontal section may be gradually enlarged from the vertical central portion to both vertical ends or by forming a plurality of projections (5) in a vertical direction on the inside and/or the outside, the laminated rubber may be used as a spring element in an active or passive vibration control device or as a supporting device, resulting in the construction of a vibration control device suitable for a structure having a long natural period such as a multi-storey building.

5. 发明专利

DE69208431D1 未知
公开(公告)号：DE69208431D1
公开(公告)日：1996-03-28
申请号：DE69208431
申请日：1992-11-16
申请人： KAJIMA CORP
发明人： SAKAMOTO MITSUO , KOSHIKA NORIHIDE , NISHIMURA ISAO , SASAKI KATSUYASU , OORUI SATOSHI
IPC分类号： E04B1/36 , E04B1/98 , E04H9/02 , F16F1/40 , F16F15/02
摘要： The buckling strength of a laminated rubber (1) is increased to fully make use of the deformation ability of a hollow laminated rubber either by making the inside and/or the outside of the hollow laminated rubber of non-uniform section in a vertical direction so that the width in a horizontal section may be gradually enlarged from the vertical central portion to both vertical ends or by forming a plurality of projections (5) in a vertical direction on the inside and/or the outside, the laminated rubber may be used as a spring element in an active or passive vibration control device or as a supporting device, resulting in the construction of a vibration control device suitable for a structure having a long natural period such as a multi-storey building.

6. 发明专利

DE69208432D1 未知
公开(公告)号：DE69208432D1
公开(公告)日：1996-03-28
申请号：DE69208432
申请日：1992-11-16
申请人： KAJIMA CORP
发明人： KOSHIKA NORIHIDE , SAKAMOTO MITSUO , NISHIMURA ISAO , SASAKI KATSUYASU , OORUI SATOSHI
IPC分类号： E04B1/36 , E04B1/98 , E04H9/02 , F16F1/373 , F16F1/40 , F16F15/02 , F16F15/04
摘要： A laminated rubber support (A) is obtained by connecting ring-shaped laminated rubbers (1) to each other on a plurality of stages in a vertical direction by means of horizontal connection plates 6. Each stage may have a single laminated rubber (Fig. 1) or a plurality of laminated rubbers (Fig. 3). The laminated rubber support (A) may be used as a spring element in an active or passive vibration control device or a supporting device, resulting in the construction of a vibration control device suitable for a structure having a long natural period such as multi-storey buildings.

7. 发明专利

DE69208432T2 未知
公开(公告)号：DE69208432T2
公开(公告)日：1996-08-14
申请号：DE69208432
申请日：1992-11-16
申请人： KAJIMA CORP
发明人： KOSHIKA NORIHIDE , SAKAMOTO MITSUO , NISHIMURA ISAO , SASAKI KATSUYASU , OORUI SATOSHI
IPC分类号： E04B1/36 , E04B1/98 , E04H9/02 , F16F1/373 , F16F1/40 , F16F15/02 , F16F15/04
摘要： A laminated rubber support (A) is obtained by connecting ring-shaped laminated rubbers (1) to each other on a plurality of stages in a vertical direction by means of horizontal connection plates 6. Each stage may have a single laminated rubber (Fig. 1) or a plurality of laminated rubbers (Fig. 3). The laminated rubber support (A) may be used as a spring element in an active or passive vibration control device or a supporting device, resulting in the construction of a vibration control device suitable for a structure having a long natural period such as multi-storey buildings.

8. 发明专利

DE69303039D1 未知
公开(公告)号：DE69303039D1
公开(公告)日：1996-07-18
申请号：DE69303039
申请日：1993-01-27
申请人： KAJIMA CORP
发明人： SAKAMOTO MITSUO , KOSHIKA NORIHIDE , NISHIMURA ISAO , SASAKI KATSUYASU , ORUI SATOSHI
IPC分类号： E04H9/02 , E04B1/98 , F16F7/10 , F16F15/00 , F16F15/02 , F16F15/04
摘要： A vibration control device of an active type is disclosed which comprises a first additional mass body (1) movable relative to the structure, support means (3) for giving the body (1) a period which synchonizes with the natural period of the structure, a plurality of second additional mass bodies (2a-d) movable relative to the first additional mass body (1), and drive means (4) for applying a control force between the first and second additional mass bodies in accordance with earthquake or the like. The first additional mass body (1) allows the response of the structure to be reduced by making a single first additional mass body vibratile in all directions within a horizontal plane by means of laminated rubber supports (3) or the like, restricting the direction of vibration for each second additional mass body (2a-d) having a small mass, to one direction, providing the second additional mass bodies in two or more horizontal directions, and applying a control force on the second additional mass bodies from a drive device at the time of an earthquake or the like.

9. 发明专利

DE69225400D1 未知
公开(公告)号：DE69225400D1
公开(公告)日：1998-06-10
申请号：DE69225400
申请日：1992-05-29
申请人： KAJIMA CORP
发明人： NISHIMURA ISAO , SAKAMOTO MITSUO , SASAKI KATSUYASU
IPC分类号： E04H9/02 , E04B1/98 , E04H9/14 , F16F15/02 , G05D19/02
摘要： A vibration control device for structures, which constitutes a double action vibration absorber of positive control type by providing a driving member of a predetermined mass mb as a second added mass body relative to a first added mass body of a predetermined mass ma, in which the first added mass body is provided on the structure via a support comprising a plurality of high damping laminated rubber pieces, whereby a downward arc-like running surface (4) is formed on which the second added mass body is to be run. The weight of the first added mass body is set to 1/500 to 1/1000 of the total weight of the structure to be vibration controlled, and the weight of the second added mass body to 1/20 to 1/100 of the weight of the first added mass body. A great damping factor ha of 10 to 50 % is set for the support, and the angular frequency omega a of the first added mass body and the angular frequency omega b due to the free vibration of the second added mass body on the arc-like running surface are synchronized with the natural circular frequency omega 1, whereby a control force corresponding to the response of the structure is imparted to the driving member as a second added mass body, thereby reducing the response by the structure to earthquake or wind.

10. 发明专利

DE69303039T2 未知
公开(公告)号：DE69303039T2
公开(公告)日：1996-12-12
申请号：DE69303039
申请日：1993-01-27
申请人： KAJIMA CORP
发明人： SAKAMOTO MITSUO , KOSHIKA NORIHIDE , NISHIMURA ISAO , SASAKI KATSUYASU , ORUI SATOSHI
IPC分类号： E04H9/02 , E04B1/98 , F16F7/10 , F16F15/00 , F16F15/02 , F16F15/04
摘要： A vibration control device of an active type is disclosed which comprises a first additional mass body (1) movable relative to the structure, support means (3) for giving the body (1) a period which synchonizes with the natural period of the structure, a plurality of second additional mass bodies (2a-d) movable relative to the first additional mass body (1), and drive means (4) for applying a control force between the first and second additional mass bodies in accordance with earthquake or the like. The first additional mass body (1) allows the response of the structure to be reduced by making a single first additional mass body vibratile in all directions within a horizontal plane by means of laminated rubber supports (3) or the like, restricting the direction of vibration for each second additional mass body (2a-d) having a small mass, to one direction, providing the second additional mass bodies in two or more horizontal directions, and applying a control force on the second additional mass bodies from a drive device at the time of an earthquake or the like.

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