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1. 发明专利

JP2012189109A Base isolation device 有权
标题翻译：基座隔离装置
公开(公告)号：JP2012189109A
公开(公告)日：2012-10-04
申请号：JP2011051675
申请日：2011-03-09
申请人： Shimizu Corp , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 清水建設株式会社
发明人： TAKIMOTO KAZUYUKI , INADA YUTAKA , HIHARA KUNIO , ONO SHUHEI , DEWA KATSUYUKI , YAMADA HIROSHI , IWAMOTO TOMOHISA
IPC分类号： F16F15/04 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an effective and proper base isolation device which has excellent damping capability by a simple structure.SOLUTION: The base isolation device includes a device body which is elastically deformed by relative vibration generated between a structure 1 and a supporting structure 2 so as to retain the structure on the supporting structure and a damping mechanism which is mounted to the device body to damp the vibration thereof. The damping mechanism is formed of fibrous materials 12 provided between both ends of the device body to absorb vibration energy by being broken upon receiving a predetermined tensile load. The fibrous materials 12 are disposed at sides of base isolation rubber 11 as the device body along the vertical direction. Both ends of the fibrous materials are locked to upper and lower mounting jigs 13, 14 of the base isolation rubber. A plurality of fibrous materials are provided in parallel and the length and/or an inclination angle to the vertical direction of each fibrous fiber are set in such a way that the fibrous material is broken stepwise.
摘要翻译：要解决的问题：提供一种通过简单的结构具有优异的阻尼能力的有效和适当的基础隔离装置。解决方案：基座隔离装置包括：通过在结构1和支撑结构2之间产生的相对振动而弹性变形的装置主体，以便将结构保持在支撑结构上;以及阻尼机构，其安装在该装置上身体阻止其振动。阻尼机构由设置在装置主体的两端之间的纤维材料12形成，以在受到预定的拉伸载荷时被破坏而吸收振动能。纤维材料12沿着垂直方向设置在基部隔离橡胶11的侧面作为装置主体。纤维材料的两端被锁定到基部隔离橡胶的上部和下部安装夹具13,14。多个纤维材料平行地设置，并且每个纤维纤维的垂直方向的长度和/或倾斜角度被设置为使纤维材料逐步破裂。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2011140750A Joint structure of existing member and new member and method for joining new member to existing member 审中-公开
标题翻译：现有会员和新会员的联合结构以及向现有会员加入新会员的方法
公开(公告)号：JP2011140750A
公开(公告)日：2011-07-21
申请号：JP2010000463
申请日：2010-01-05
申请人： Shimizu Corp , 清水建設株式会社
发明人： TAKIMOTO KAZUYUKI , OGAWA AKIRA , SUZUKI MAKOTO , OGURA DAIKI
IPC分类号： E04G23/02 , E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of an existing member and new members which join the existing member and the new members without forming a through-hole in the existing member by drilling, and also provide a method for joining new members to an existing member.
SOLUTION: New members 2-5 include extending/fixing parts 2a, 3a, 4a, 5a which are formed so as to extend from the outer periphery of the existing member 1 outward and in which through-holes 6, 7 are formed beforehand, respectively. The new members 2-5 are disposed at predetermined positions where the new members are brought into contact with the outer periphery of the existing member 1, connection members 8 are inserted into the through-holes 6, 7 communicating with each other, respectively, and both ends of the connection members 8 are fixed to the extending/fixing members 2a, 3a, 4a, 5a of the new members 2-5, respectively. Thereby, the plurality of new members 2-5 are connected to each other by the connection members 8 disposed so as to surround the outer periphery of the existing member 1, the new members are pressed against the outer periphery of the existing member 1 to join the existing member 1 to the new members 2-5.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供现有构件和新构件的接合结构，其与现有构件和新构件接合，而不在现有构件中通过钻孔形成通孔，并且还提供一种新的成员到现有成员。解决方案：新构件2-5包括形成为从现有构件1的外周向外延伸并且形成有通孔6,7的延伸/固定部分2a，3a，4a，5a 分别。新构件2-5设置在新构件与现有构件1的外周接触的预定位置处，连接构件8分别插入到彼此连通的通孔6,7中，并且连接构件8的两端分别固定在新构件2-5的伸出/固定构件2a，3a，4a，5a上。由此，多个新的构件2-5通过以包围现有构件1的外周的方式设置的连接构件8彼此连接，新构件被按压在现有构件1的外周上以连接现有会员1到新会员2-5。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2007040025A Reinforcing structure of structural body 审中-公开
标题翻译：结构体结构加固
公开(公告)号：JP2007040025A
公开(公告)日：2007-02-15
申请号：JP2005227034
申请日：2005-08-04
申请人： Central Japan Railway Co , Shimizu Corp , 東海旅客鉄道株式会社 , 清水建設株式会社
发明人： YOSHITAKE KENJI , TAKIMOTO KAZUYUKI , JINNO YASUO , MAEDA TOSHIYA , NAGAO TAKUHIRO , OSANAWA TAKUO , SEKI MASAKI
IPC分类号： E01D19/02 , E01D22/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a structural body capable of shortening construction term and reinforcing simply.
SOLUTION: This reinforcing structure 10 of the structural body is constituted by winding a net material (a grid-like reinforcing material) 13 through a rubber material (a sheet-like elastic material) 12 having predetermined thickness to cover the structural body 11. The rubber material is formed like a sheet to cover the circumference of the structural body and has a thickness being sufficient for reinforcing the structural body. The net material is constituted by arranging a plurality of vertical strands arranged in parallel and a plurality of horizontal strands arranged in parallel so as to cross at a right angle and is formed like a belt to cover the circumference of the structural body on an outer side of the rubber material.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供能够缩短施工期限并简单加固的结构体的加强结构。解决方案：结构体的这种加强结构10是通过将具有预定厚度的橡胶材料（片状弹性材料）12卷绕网状材料（格子状的增强材料）13构成的，以覆盖结构体橡胶材料形成为类似于片材以覆盖结构体的周边，并且具有足以加强结构体的厚度。网状材料通过布置平行布置的多个垂直线条和平行布置的多条水平线条构成，以便以直角交叉并且形成为类似带状物以在外侧覆盖结构体的圆周的橡胶材料。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2004124603A Manufacturing method for lining segment, method for lining tunnel and method for repairing tunnel lining body 有权
公开(公告)号：JP2004124603A
公开(公告)日：2004-04-22
申请号：JP2002292713
申请日：2002-10-04
申请人： Asahi Glass Engineering Co Ltd , Shimizu Corp , 旭硝子エンジニアリング株式会社 , 清水建設株式会社
发明人： ISHII KIYOSHI , IRITA KENICHIRO , SHIOKAWA HIDEYO , TAKIMOTO KAZUYUKI , IKETANI JUNICHI , KATSUYAMA YOSHIHIKO , IGAWA KUNIO
IPC分类号： E21D11/04 , B28B23/02
摘要： PROBLEM TO BE SOLVED: To improve safety by a simple constitution, and to facilitate repair and restoration. SOLUTION: A tunnel lining body 7 is constructed by assembling lining segments 1 in a ring shape after tunnel boring, and sections among joining end faces 2b of segment bodies 2 forming joint sections 8 among the adjacent lining segments 1 are filled with first fillers 9. Straps 10 fitted to the joint sections 8 are manufactured previously, and studs 10a installed on rears before the curing of the fillers 9 are buried in the fillers 9 while being fitted to the joint sections 8 so that planes continued to lining materials 3 for the segments 1, the surfaces of which adjoin, are formed. A welding material 11 composed of the same material as the lining materials 3 is applied so that openings formed among the straps 10 and the lining materials 3 for the segment 1 are filled, and the lining materials 3 are welded on both sides of the straps 10. COPYRIGHT: (C)2004,JPO

5. 发明专利

JP2009221753A Fireproof segment 有权
标题翻译： FIREPROOF分部
公开(公告)号：JP2009221753A
公开(公告)日：2009-10-01
申请号：JP2008067689
申请日：2008-03-17
申请人： Sango:Kk , Shimizu Corp , 株式会社サンゴ , 清水建設株式会社
发明人： INOUE KEIMEI , YOMO HIROAKI , HARA TADASHI , GOTO TORU , TAKIMOTO KAZUYUKI , GOTO SHIGERU , MORITA TAKESHI , ISHIKAWA TSUNEO
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To materialize a fireproof segment which is excellent not only in explosion preventive performance but also in flexural toughness. SOLUTION: The fireproof segment contains a polyacetal fiber (a PA fiber) and a polyethylene terephthalate fiber (a PET fiber). As for the PET fiber, a recycled PET fiber regenerated from a waste material of PET products like PET bottles is used preferably. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：实现不仅在防爆性能上而且在弯曲韧性方面优异的防火部件。
解决方案：防火片段包含聚缩醛纤维（PA纤维）和聚对苯二甲酸乙二醇酯纤维（PET纤维）。对于PET纤维，优选使用从PET制品如PET瓶的废料再生的再循环PET纤维。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2006009502A Reinforced concrete column structure 审中-公开
标题翻译：加固混凝土柱结构
公开(公告)号：JP2006009502A
公开(公告)日：2006-01-12
申请号：JP2004191272
申请日：2004-06-29
申请人： Shimizu Corp , 清水建設株式会社
发明人： YOSHITAKE KENJI , KURITA MORIAKI , TAKIMOTO KAZUYUKI
IPC分类号： E04C5/02 , E04B1/20 , E04C3/34
摘要： PROBLEM TO BE SOLVED: To provide a reinforced concrete column structure capable of maintaining the loading capacity and deforming performance of a reinforced concrete column by preventing buckling and fracture of a reinforced concrete column main reinforcement.
SOLUTION: A first main reinforcement 1 is inserted from an opening part 3c provided at one end 3a of a cylindrical or prismatic hollow sleeve 3. The other end 3b of the sleeve 3 is closed, and a second main reinforcement 2 is welded thereto. A diameter enlarged part 1a is formed at the end of the first main reinforcement 1 inserted into the sleeve 3d, and the opening part 3c has a diameter smaller than the diameter enlarged part 1a to prevent the first main reinforcement 1 from slipping out of the sleeve 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种钢筋混凝土柱结构，通过防止钢筋混凝土柱主钢筋的屈曲和断裂，能够保持钢筋混凝土柱的承载能力和变形性能。解决方案：第一主加强件1从设置在圆柱形或棱柱形中空套管3的一端3a处的开口部分3c插入。套筒3的另一端3b被封闭，并且第二主加强件2被焊接于此。在插入套筒3d的第一主加强件1的端部形成有直径扩大部分1a，开口部分3c的直径小于直径扩大部分1a，以防止第一主加强件1从套筒中滑出 3.版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2006057420A Reinforcing structure of masonry columnar body 审中-公开
标题翻译： MASONRY COLUMNAR BODY的加固结构
公开(公告)号：JP2006057420A
公开(公告)日：2006-03-02
申请号：JP2004243274
申请日：2004-08-24
申请人： Shimizu Corp , 清水建設株式会社
发明人： JINNO YASUO , YOSHITAKE KENJI , TAKIMOTO KAZUYUKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a masonry columnar body for excellently preventing collapse of the masonry columnar body with a simple constitution, while reducing cost and shortening a construction period.
SOLUTION: This reinforcing structure has a masonry structure; and reinforces the masonry columnar body 1 arranged in a mode of projecting upward from a foundation 2; and has a reinforcing material 10 arranged in the longitudinal direction of the masonry columnar body 1 and improving strength of the masonry columnar body 1. An unreinforced area N unreinforced by the reinforcing member 10 is formed in the lowest part 3a of the masonry columnar body 1 in close vicinity to the foundation 2.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种砌体柱状体的加强结构，用于以简单的结构良好地防止砌体柱体的塌陷，同时降低成本并缩短施工周期。解决方案：这种加固结构具有砖石结构; 并且加强了从基础2向上突出的模式布置的砖石柱状体1; 并且具有沿砖石柱状体1的长度方向配置的增强材料10，并且提高了砖石柱状体1的强度。在砖石柱状体1的最下部3a形成未被加强构件10未增强的未增强区域N. 靠近基金会2.版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2006009503A Damping structure of reinforced concrete construction 审中-公开
标题翻译：加固混凝土结构的阻尼结构
公开(公告)号：JP2006009503A
公开(公告)日：2006-01-12
申请号：JP2004191273
申请日：2004-06-29
申请人： Shimizu Corp , 清水建設株式会社
发明人： YOSHITAKE KENJI , KURITA MORIAKI , TAKIMOTO KAZUYUKI
IPC分类号： E01D1/00 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a damping structure of a reinforced concrete construction capable of increasing damping efficiency of a damper installed on the reinforced concrete construction and improving earthquake resisting efficiency of the reinforced concrete construction.
SOLUTION: A moment resisting frame viaduct 1 is constituted of a pier 2 erected on a bearing pile 3, a main girder 4 erected between the piers 2 and 2 in the direction of the bridge axis and a cross girder 5 erected between the piers 2 and 2 in the direction at right angles to the bridge axis and a floor slab 6 erected on the main girder 4 and the cross girder 5 as constituent members. The damper 10 is installed on the moment resisting frame viaduct 1, and it is constituted of a plate-like bearing member 12 projected downward by fixing the basic end section to the main girder 4 and a body member 11 alternately laminating a high damping rubber and a steel plate intervened between the front end section of the bearing member 12 and the upper part 2a side of the pier 2. At the inside of the pier 2, the successively arranged first main bar 7 and second main bar 8 are connected to each other through a sleeve 9 in the upper part 2a of the pier 2 having big bending moment.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够增加安装在钢筋混凝土结构上的阻尼器的阻尼效果的钢筋混凝土结构的阻尼结构，并提高钢筋混凝土结构的抗震性能。解决方案：抗震架高架桥1由竖立在轴承桩3上的墩2，在桥墩轴线方向上竖立在墩2和2之间的主梁4和竖立在桥墩2之间的横梁5构成。在与桥梁轴线成直角的方向上的墩2和2，以及竖立在主梁4和横梁5上的楼板6作为构件。阻尼器10安装在力矩架高架桥1上，并且通过将基端部固定在主梁4上的板状轴承部件12和将高阻尼橡胶交替层叠的主体部件11构成，介于轴承构件12的前端部和墩2的上部2a侧之间的钢板。在墩2的内侧，连续配置的第一主杆7和第二主杆8彼此连接通过具有大弯矩的码头2的上部2a中的套筒9。版权所有（C）2006，JPO＆NCIPI

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