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1. 发明专利

JP2008231869A Seismically retrofitting structure and seismically retrofitting method 有权
标题翻译：地震改造结构和地震改造方法
公开(公告)号：JP2008231869A
公开(公告)日：2008-10-02
申请号：JP2007076720
申请日：2007-03-23
申请人： Kajima Corp , 鹿島建設株式会社
发明人： WATANABE SHIGEO , ARAKI HARUYUKI , KUDO TOSHIAKI , AKIYAMA YASUSHI , FUTAMURA ARINORI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To prevent separation of the whole fiber sheet surface, by holding the whole fiber sheet surface in close contact with an earthquake resistant wall in a state of being integrated into the earthquake resistant wall, when seismically retrofitting by using a fiber sheet for an existing reinforced concrete, or steel frame reinforced concrete, or concrete block and brick structure mainly lacking in earthquake resistance. SOLUTION: The fiber sheet 2 is stuck to the surface of a concrete structure 1, and an anchor 3 is anchored in the structure 1 from the surface side of its fiber sheet 2. A reinforcing material 4 such as mortar is stuck to the surface side of the fiber sheet 2, and a partial section on the base side of the anchor 3 is projected from a surface of the fiber sheet 2, and a state of sticking to the partial section on the base side of the anchor 3 is maintained by the reinforcing material 4. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了防止整个纤维片材表面的分离，通过将整个纤维片材表面与抗震墙体结合在一起的状态下与抗震墙紧密接触，当通过使用地震改造用于现有钢筋混凝土的纤维板，或钢框架钢筋混凝土，或主要缺乏耐震性的混凝土块和砖结构。解决方案：将纤维片2粘贴到混凝土结构1的表面，并且锚固件3从其纤维片2的表面侧锚定在结构体1中。将诸如砂浆的增强材料4粘附到纤维片材2的表面侧和锚固件3的基部侧的局部部分从纤维片材2的表面突出，并且粘附到锚固件3的基部侧的部分部分的状态是由加固材料4维护。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2015007326A 天井構造及びブレース下部取付具有权
标题翻译：天花板结构和下部装饰
公开(公告)号：JP2015007326A
公开(公告)日：2015-01-15
申请号：JP2013132650
申请日：2013-06-25
申请人：株式会社桐井製作所 , Kirii Construction Materials Co Ltd , 鹿島建設株式会社 , Kajima Corp
发明人： KOBAYASHI TOSHIO , SHIRAISHI ETSUHISA , SHIOIRI TORU , ARAI TOMOKAZU , UMENO YURI , UEHARA HITOSHI , AKIYAMA YASUSHI , IWAKI HIDEO , KUROKAWA YASUTSUGU , TAGAMI ATSUSHI , HIKITA MAKIKO
IPC分类号： E04B9/18 , E04B9/16
摘要：【課題】地震時の揺動応力を野縁から吊ボルト及び天井ブレースへ伝達することで耐震性能の向上を図る。【解決手段】吊ボルト5と、吊ボルト5の下端部に接続されたハンガー6と、ハンガー6に支持された野縁受け2と、吊ボルト5の下方に位置する野縁3と、野縁3の軸方向に平行な構面内方向に架設される天井ブレース7と、天井ブレース7を受けるブレース下部取付具10とを備えた天井構造において、ハンガー6とブレース下部取付具を平面上、野縁受け2と野縁3が交差した領域に配置し、ブレース下部取付具10を、ハンガー6を包囲させてハンガー6を保持させ、野縁受け2に支持させながら、野縁3と天井ブレース7に接続する。【選択図】図2
摘要翻译：要解决的问题：通过将地震中的振荡应力从天花板托梁传递到悬挂螺栓和吊顶支架来提高抗震性能。解决方案：在包括悬挂螺栓5的吊顶结构中，连接到下端部的悬挂器6 悬挂螺栓5支撑的天花板托梁接收器2，位于悬挂螺栓5下方的天花板托梁3，安装在与天花板托梁的轴向平行的结构体平面方向上的吊顶7 如图3所示，支架下部固定件10接收天花板支架7，悬挂器6和支撑下部固定装置布置在天花板托梁接收器2和天花板托梁3的平面上彼此交叉的区域中，并且支撑下部固定装置10通过围住和保持悬挂器6而被天花板托梁接收器2支撑而连接到天花板托梁3和吊顶7。

3. 发明专利

JP2015001134A スリット材有权
标题翻译： SLIT材料
公开(公告)号：JP2015001134A
公开(公告)日：2015-01-05
申请号：JP2013127161
申请日：2013-06-18
申请人：鹿島建設株式会社 , Kajima Corp
发明人： AYA MASANORI , FUJI NORIO , AKIYAMA YASUSHI , KOYAMA KENJI , ASAOKA SHIGERU , MIYAMOTO KEIICHI , KAWASAKI TAKAYUKI
IPC分类号： E04B1/62 , E04B1/94
摘要：【課題】スリットを柱型等の際に設置しようとする場合に、スリットの側部に突出部があると、これを柱型等の断面内に設置することができない。その結果スリットの設置位置を柱型等の際から離れた位置に設置せざるを得なくなる。スリットの側部に突出部があってもそのようなことがないようにした。【解決手段】部材間の接合部にこれに沿って設ける長尺なスリット材であり、本体部両側にアーチ状部を有する断面楕円形に形成し、本体部から部材の内方にそれぞれ突出する突条と、部材間の接合面の隙間に突出する突条とを一体に設けたスリット材において、スリット芯に対し、前記本体部両側のアーチ状部の一方の部材側のアーチ状部を他方の部材側に寄せて、双方の部材側に対して非対称とした。【選択図】図1
摘要翻译：要解决的问题：为了消除即使在狭缝的侧部存在突出部的事情，当狭缝的安装位置必须安装在与柱型侧面分离的位置时，作为当试图在柱型侧面安装狭缝时，当在狭缝的侧部中存在突出部时，不能将该突起部安装在柱状横截面中。结果：A 长缝材料沿着它们设置在构件之间的接合部分中，并且形成为在主体部分的两侧具有拱形部分的横截面椭圆形形状，即狭缝材料一体地设置有突出条分别从主体部分突出到构件的内部，并且突出到构件之间的接合表面的间隙的突出条，并且接近位于身体部分两侧的弓形部分的一个构件侧上的弓形部分到t 相对于狭缝芯的其他构件侧，并且对于两个构件侧设置为不对称。

4. 发明专利

JP2013189830A Variably rigid frame with damper function 审中-公开
标题翻译：具有阻尼功能的可变框架
公开(公告)号：JP2013189830A
公开(公告)日：2013-09-26
申请号：JP2012058438
申请日：2012-03-15
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KIYOKAWA TAKATOKI , FUKUMOTO TOSHIYUKI , TAGAMI ATSUSHI , AKIYAMA YASUSHI , SAWAMOTO YOSHIKAZU , TANAKA NAOKI , KANEKO TAKASHI , TAKAINE NORIKAZU
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To absorb energy by utilizing friction force during in-plane deformation of a frame including frame bodies of columns and beams and a brace mounted on the frame bodies while varying rigidity in a frame plane in multiple stages depending on axial force borne by the brace.SOLUTION: A variably rigid frame with a damper function includes frames 1 of columns 2 and beams 3, a brace 4 mounted on the frames 1, and gusset plates 51, 52 joined to the frames 1 at both axial end positions of the brace 4. The brace 4 is friction joined at both axial ends to the gusset plates 51, 52 on the respective sides in the state of being relatively movable in an axial direction depending on the axial force borne by itself. Friction force against the gusset plate 51 located at one end in the axial direction of the brace 4 is differentiated from friction force against the gusset plate 52 located at the other end.
摘要翻译：要解决的问题：通过利用包括柱和梁的框架体的框架在内的平面内变形时的摩擦力来吸收能量，以及安装在框架体上的支架，同时根据轴向力在多个阶段改变框架平面中的刚性具有阻尼功能的可变刚性框架包括列2和梁3的框架1，安装在框架1上的支架4和在框架1的两个轴向端部处连接到框架1的角撑板51,52 支架4在两个轴向端部处摩擦连接到各个侧面上的角撑板51,52，其在根据其自身承受的轴向力在轴向方向上可相对移动的状态。位于支架4的轴向一端的角撑板51的摩擦力与位于另一端的角撑板52的摩擦力不同。

5. 发明专利

JP2013189829A Yielding function separation type brace 审中-公开
标题翻译：焊接功能分离型
公开(公告)号：JP2013189829A
公开(公告)日：2013-09-26
申请号：JP2012058436
申请日：2012-03-15
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KIYOKAWA TAKATOKI , FUKUMOTO TOSHIYUKI , TAGAMI ATSUSHI , AKIYAMA YASUSHI , SAWAMOTO YOSHIKAZU , TANAKA NAOKI , OKAYASU TAKASHI , KUBOTA ATSUSHI
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a brace which is mounted in frames of columns and beams and has a yield part for yielding when receiving axial force, for functioning to bear the axial force and to yield in a separative manner while preventing the buckling of the yield part.SOLUTION: A brace 4 includes: a plurality of axial force members 5, 6 for bearing axial force, which are joined to face each other in a direction perpendicular to an action direction of the axial force; and a yielding member 7 shorter than each of the axial force members 5, 6, the yielding member 7 joined to the axial force members 5, 6 joined to each other while being held throughout the length between the axial force members 5, 6, and capable of yielding when the axial force members 5, 6 bear the axial force. The opposed axial force members 5, 6 are combined so that they are relatively movable each other in an axial direction when bearing the axial force in the state of being joined to each other across the yielding member 7.
摘要翻译：要解决的问题：提供一种安装在立柱和梁的框架中的支架，并且在承受轴向力时具有用于屈服的屈服部分，用于承受轴向力并以分离方式产生，同时防止支架4包括：多个用于承受轴向力的轴向力构件5,6，它们在垂直于轴向力的作用方向的方向上相互面对连接; 以及与轴向力构件5,6中的每一个相比较短的屈服构件7，接合到轴向力构件5,6的屈曲构件7被保持在轴向力构件5,6之间的整个长度上并且彼此接合，当轴向力构件5,6承受轴向力时能够屈服。相对的轴向力构件5,6被组合成使得它们在轴向方向上相对移动时，在轴向力的作用下，在横向穿过屈服构件7的状态下彼此接合。

6. 发明专利

JP2011256569A Buckling restraining brace 审中-公开
标题翻译：起重限制吊饰
公开(公告)号：JP2011256569A
公开(公告)日：2011-12-22
申请号：JP2010130864
申请日：2010-06-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KANEKO TAKASHI , TAGAMI ATSUSHI , AKIYAMA YASUSHI , OKAYASU TAKASHI , KUBOTA ATSUSHI , KIYOKAWA TAKATOKI , TANAKA NAOKI
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a buckling restraining brace inexpensively manufactured and having excellent yield strength.SOLUTION: A buckling restraining brace 1 comprises: core members 3 including steel bars 5; and a reinforced concrete (concrete 9, main reinforcements 11, hoops 13) as a buckling restraining material provided around the core materials 3, unbonded treatment being performed between the core members and the buckling restraining material. Sectional defect parts 5a are provided in the steel bars 5, and in the reinforced concrete, the hoops 13 may be arranged at the positions corresponding to the sectional defect parts 5a more densely than the other parts.
摘要翻译：要解决的问题：提供廉价制造且具有优异的屈服强度的屈曲抑制支架。弯曲限制支架1包括：包括钢筋5的芯构件3; 以及设置在芯材3周围的作为屈曲抑制材料的钢筋混凝土（混凝土9，主加强件11，箍13），在芯部构件和屈曲抑制材料之间进行无粘结处理。剖面缺陷部分5a设置在钢筋5中，并且在钢筋混凝土中，环13可以布置在比其它部分更密集的与断面缺陷部分5a相对应的位置处。版权所有（C）2012，JPO＆INPIT

7. 发明专利

JP2011168984A Buckling restraining brace 审中-公开
标题翻译：起重限制吊饰
公开(公告)号：JP2011168984A
公开(公告)日：2011-09-01
申请号：JP2010031987
申请日：2010-02-17
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KANEKO TAKASHI , TAGAMI ATSUSHI , AKIYAMA YASUSHI , OKAYASU TAKASHI , KUBOTA ATSUSHI , KIYOKAWA TAKAYO , TANAKA NAOKI
IPC分类号： E04H9/02 , E04B1/18 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a buckling restraining brace to be manufactured at low costs and having a high withstanding strength.
SOLUTION: This buckling restraining brace 1 includes a core 3 which is formed of a flat steel bar having a recessed part 3a and a reinforced concrete (a concrete 5, main reinforcements 7, and band reinforcements 9) serving as a buckling restraining member which is installed around the core 3 and subjected to an unbonded treatment with the core 3. In the reinforcement concrete, the band reinforcements 9 are disposed denser at a position corresponding to the recessed part 3a than the other portions. The core may be formed of an H-steel.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供以低成本制造并具有高耐受强度的屈曲约束支架。解决方案：该弯曲限制支架1包括由具有凹部3a和钢筋混凝土（混凝土5，主加强件7和带增强件9）的扁钢条形成的芯3，其用作弯曲约束构件，其安装在芯3周围并与芯3进行未粘合处理。在钢筋混凝土中，带增强件9在与其他部分相对应于凹部3a的位置处更加密集地设置。芯可以由H钢形成。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2010196364A Earthquake resisting wall 有权
标题翻译：地震电阻墙
公开(公告)号：JP2010196364A
公开(公告)日：2010-09-09
申请号：JP2009042483
申请日：2009-02-25
申请人： Kajima Corp , 鹿島建設株式会社
发明人： AKIYAMA YASUSHI , ARAKI HARUYUKI , IDE FUMIO
IPC分类号： E04B2/56 , E04B2/02
摘要： PROBLEM TO BE SOLVED: To cause wall components to slide and to consequently run on during interlayer deformation of an earthquake resisting wall that bears shearing force in an earthquake utilizing the relative movement of the wall components such as concrete blocks arranged in a column-beam frame in a vertically adjacent manner, for instance. SOLUTION: A plurality of wall components 2 (6) are arranged in a height direction inside a frame 5 consisting of columns 3 and beams 4, to construct the earthquake resisting wall 1 in a state of restricting the wall components 2 (6) in the height direction from the frame 5. The wall component 2 (6) has a plurality of pairs of upper faces 21 (61) and lower faces 22 (62) forming vertical pairs, and is shaped such that, when interlayer deformation occurs to the frame 5, one of the upper faces 21 (61) receives force in the moving direction of an upper beam 41 from the beam 41 constituting the frame 5 and one of the lower faces 22 (62) exerts force balanced with the force received from the upper beam 41, to the lower beam 42 constituting the frame 5. At least one of the upper face 21 (61) and lower face 22 (62) is formed as a projecting face. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：在地震中承受剪切力的抗震墙的层间变形期间，使墙壁部件滑动，从而使壁部件滑动，并且因此在使用诸如布置在柱中的混凝土块的壁部件的相对运动例如，以垂直相邻的方式形成光束框架。解决方案：在由柱3和梁4组成的框架5内沿高度方向布置多个壁部件2（6），以在限制壁部件2（6）的状态下构造抗震壁1 ）在壁架5的高度方向上。壁部件2（6）具有多对成对的上表面21（61）和形成垂直对的下表面22（62），并且成形为使得当发生层间变形时在框架5上，上表面21（61）中的一个从构成框架5的梁41沿着上梁41的移动方向受到力，下表面22（62）之一施加与所接收的力平衡的力从上梁41到构成框架5的下梁42.上表面21（61）和下表面22（62）中的至少一个形成为突出面。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2007291665A Seismically retrofitting structure and seismically retrofitting method 审中-公开
标题翻译：地震改造结构和地震改造方法
公开(公告)号：JP2007291665A
公开(公告)日：2007-11-08
申请号：JP2006118948
申请日：2006-04-24
申请人： Kajima Corp , 鹿島建設株式会社
发明人： WATANABE SHIGEO , AKIYAMA YASUSHI , FUTAMURA ARINORI , ARAKI HARUYUKI , KUDO TOSHIAKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a seismically retrofitting structure which is for use in seismically retrofitting an existing reinforced concrete structure or a steel framed reinforced concrete structure mainly suffering from lack of earthquake resistance, by using a fiber sheet, wherein the overall surface of the fiber sheet making intimate contact with an earthquake resistant wall is held in a manner being combined with the earthquake resistant wall in one body, to thereby prevent the overall surface of the fiber sheet from separating from the same, and to provide a seismically retrofitting method.
SOLUTION: According to the seismically retrofitting structure, the fiber sheet 2 is stuck at least to one surface of the earthquake resistant wall 1, and a reinforcing member 3 is bonded to a surface of the fiber sheet 2, followed by inserting binding members 4 into the earthquake resistant wall 1 to be fixed to the surface of the reinforcing member 3 via respective fixing devices 5. In this manner the earthquake resistant wall 1 is bound in an out-of-plane direction.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于地震改造现有的钢筋混凝土结构或主要由于缺乏抗震性的钢框架钢筋混凝土结构而使用纤维板的地震改造结构，其中整体与抗震墙紧密接触的纤维片的表面以与一体的抗震墙结合的方式被保持，从而防止纤维片的整个表面与其隔离，并提供地震改装方法。解决方案：根据地震改造结构，将纤维片2粘贴在抗震墙1的至少一个表面上，并且将加强构件3粘合到纤维片2的表面，然后插入结合防震壁1通过各自的固定装置5固定在加强件3的表面上。以这种方式，防震壁1被限制在平面外的方向上。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2004197449A Earthquake-resisting wall with built-in steel frame 审中-公开
标题翻译：具有内置钢框架的地震电阻墙
公开(公告)号：JP2004197449A
公开(公告)日：2004-07-15
申请号：JP2002368337
申请日：2002-12-19
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NIWA NAOMIKI , HONMA KANSUKE , AKIYAMA YASUSHI , MAKIBE KAZUNARI
IPC分类号： E04B2/56 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To improve a construction property of work higher than a conventional structure in which bending reinforcement bar groups are arranged in order to secure bending yield strength to bending moment generated by a horizontal force in a reinforced concrete earthquake-resisting wall and to heighten the bending yield strength.
SOLUTION: Steel frame members 2 formed to collect steel materials for in-plane bending reinforcement are disposed continuously in the direction of a height at the end position of the reinforced concrete earthquake-resisting wall 1a on a flat surface to enlarge a stress center distance in the direction of an arrow Y determining the resisting force to the bending moment and reduce a scale as a resisting element to the bending moment. The steel frame member 2 is constructed by assembling plates in two directions on the flat surface, thereby enlarging an adhering area to the concrete 3 to secure a stress transmission mechanism between the steel frame member 2 and the concrete 3.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：为了提高比设置弯曲加强筋组的常规结构更高的工作结构性能，以确保在钢筋混凝土抗震性中由水平力产生的弯矩的弯曲屈服强度并提高弯曲屈服强度。解决方案：用于收集用于面内弯曲加强件的钢材的钢框架构件2在平坦表面上在钢筋混凝土抗震墙1a的端部位置的高度方向上连续地设置，以增大应力确定对弯矩的抵抗力的箭头Y方向的中心距离，并将作为抵抗元件的刻度减小到弯矩。钢框架构件2通过在平面上在两个方向上组装板构成，从而扩大了混凝土3的粘合面积，以确保钢框架构件2和混凝土3之间的应力传递机构。版权所有（（ C）2004，JPO＆NCIPI

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