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1. 发明专利

JP2014205525A 構造部材の落下防止構造有权
标题翻译：防止结构构件的防止结构
公开(公告)号：JP2014205525A
公开(公告)日：2014-10-30
申请号：JP2013082377
申请日：2013-04-10
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： OTA YOSHIHIRO , WATANABE HIROSHI , ONO SADATOSHI , SUGATA MASAHIRO , OKAMOTO HAJIME , MURASE YUTO , SADAMOTO TERUMASA , HARA KEIICHI , ISHII KOICHI , TSUMURA CHIKAKO , SHIRAISHI YOSUKE
IPC分类号： B66B23/00 , B66B29/00
摘要：【課題】少なくとも一方の端部が構造物の支持部に可動可能に支持された構造部材の落下を防止するとともに、落下防止時に生じる衝撃荷重を低減する。【解決手段】構造物の上支持部又は下支持部に一端が可動可能に支持され、前記下支持部又は前記上支持部に他端が固定された構造部材と、前記構造部材の一端と前記上支持部又は前記下支持部をつなぎ、前記構造部材の一端が前記上支持部又は前記下支持部から脱落したときに、前記構造部材を支えて該構造部材の落下を防止する落下防止部材と、前記構造部材の一端と前記上支持部又は前記下支持部をつなぎ、前記落下防止部材が前記構造部材を支えるまでに、前記落下防止部材へ作用する衝撃荷重を低下させる衝撃吸収部材と、を有する構造部材の落下防止構造。【選択図】図2
摘要翻译：要解决的问题：为了防止至少一个端部由结构物体的支撑部分可旋转地支撑的结构构件的坠落，并且减少在防止下落时产生的冲击载荷。解决方案：结构的防止下落结构构件包括结构构件，其一端由结构物体的上支撑部分或下支撑部分可旋转地支撑，而另一端固定到下支撑部分或上支撑部分;防止下降构件，其将一端的结构构件向上支撑部分或下支撑部分移动，并且当结构构件的一端从上支撑部分或下支撑部分脱离时，通过支撑结构构件来防止结构构件的下落，并且冲击吸收构件，其将结构构件的一端连接到上支撑部或下支撑部，并且减小作用在下落的冲击载荷防坠落构件在防坠落构件支撑结构构件之前。

2. 发明专利

JP2011241626A Steel made earthquake resisting wall 有权
标题翻译：钢制地震电阻墙
公开(公告)号：JP2011241626A
公开(公告)日：2011-12-01
申请号：JP2010115575
申请日：2010-05-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TANAKA KENJI , KONO TAKASHI , SAKURAGAWA NORIO , TAKASAKI SHOTARO , TAKEUCHI MITSURU , OTA YOSHIHIRO
IPC分类号： E04B2/56 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To reduce the required thickness of a stiffening rib and the required number of the stiffening ribs while inhibiting shear buckling.SOLUTION: A flange portion 30 provided to a stiffening member 26 is arranged in such a way that a surface 30A thereof faces to a wall body 22. In this way, the moment of inertia of area of a portion between the flange portion 30 and the wall body 22 around a neutral axis X is increased, thereby the out-of-plane stiffness of the wall body 22 is increased. As a result, the shear yield strength for buckling of the whole steel made earthquake resisting wall is increased.
摘要翻译：要解决的问题：减少加强肋的所需厚度和所需数量的加强肋，同时抑制剪切屈曲。解决方案：设置在加强构件26上的凸缘部分30被布置成使得其表面30A面向壁体22.以这种方式，凸缘部分之间的部分的面积的惯性矩 30并且围绕中立轴线X的壁体22增加，从而壁体22的平面外刚度增加。结果，整个钢制抗震墙的屈曲剪切屈服强度提高。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011236651A Reinforcement structure for tower structure 有权
标题翻译：塔式结构加固结构
公开(公告)号：JP2011236651A
公开(公告)日：2011-11-24
申请号：JP2010109327
申请日：2010-05-11
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA AI , WATANABE FUMIO , IGARASHI SHINYA , KASUGA YASUHIRO , OTA YOSHIHIRO , TAKEUCHI MITSURU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To increase the flexural capacity of a joint part between a tower structure supported by a foundation and the foundation.SOLUTION: Tension members 14A, 14B, to which tensioning forces are applied, are helically arranged on reinforcement members 12A, 12B that surround a tower structure 22 in such a way as to be in contact with the outside surface of the tower structure 22. The tensioning forces applied to the tension members 14A, 14B are transmitted to a foundation 20 through transmitting parts 16A, 16B, and the reinforcement members 12A, 12B are fixed to the foundation 20. Therefore, compressive stress occurred in a joint part 42 can increase the flexural capacity of the joint part 42 of the tower structure 22.
摘要翻译：要解决的问题：提高由基础支撑的塔架结构与基础之间的接合部的弯曲能力。解决方案：施加张紧力的张紧构件14A，14B螺旋地布置在围绕塔架结构22的加强构件12A，12B上，以便与塔架结构的外表面接触施加到张紧构件14A，14B的张力通过传递部件16A，16B传递到基座20，并且加强构件12A，12B固定到基座20上。因此，在接合部42中发生压缩应力可以增加塔架结构22的接头部分42的弯曲能力。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2011184967A Concrete wall frame, building with the same, and method of designing the same 有权
标题翻译：混凝土墙框，建筑物框架及其设计方法
公开(公告)号：JP2011184967A
公开(公告)日：2011-09-22
申请号：JP2010052045
申请日：2010-03-09
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA AI , MIYAUCHI YASUMASA , OTA YOSHIHIRO , OTSUKA MASAHIRO , MOJI YOJIRO , TANNO YOSHIO
IPC分类号： E04B1/04
摘要： PROBLEM TO BE SOLVED: To improve deformation performance of a concrete wall frame. SOLUTION: A concrete wall 10 is joined to the frame 12 which has opposing concrete pillars 14 and upper and lower concrete beams 16 installed between the pillars 14. In the concrete wall 10, openings 18, 20 are formed so as to leave wing walls 10B between the pillars. The shearing-reinforcing-bar ratio of the pillar 14 adjacent to the wing wall 10B is at least 0.6, while L s /D c is equal to or less than 1.3 when the wing wall width of the wing wall 10B is L s and the pillar width of the pillar 14 is D c . COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提高混凝土墙框架的变形性能。解决方案：混凝土墙10连接到框架12上，框架12具有相对的混凝土柱14以及安装在支柱14之间的上下混凝土梁16.在混凝土墙10中，形成开口18,20以便留下支柱之间的翼壁10B。与翼壁10B相邻的支柱14的剪切加强筋比例为0.6以上，而L SB < 翼壁10B的翼壁宽度为L ~~S，柱14的支柱宽度为D c 。版权所有（C）2011，JPO＆INPIT~~

5. 发明专利

JP2011184866A Joint structure of steel member, structure, and method for joining the steel member 有权
标题翻译：钢构件的接合结构，结构和方法，用于接合钢构件
公开(公告)号：JP2011184866A
公开(公告)日：2011-09-22
申请号：JP2010048302
申请日：2010-03-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ASO NAOKI , NAKANE KAZUTOMI , OGURA FUMITAKA , OTA YOSHIHIRO , OKADA JUNICHI , YAMADA AI , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , E04B1/58 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To easily join a steel member to a structural building frame with a high degree of accuracy while securing structural performance of the steel member.
SOLUTION: Stress is transferred to a fixing portion 104 via a stud 50 from a flange 24A of a lower end 21 of a corrugated steel plate 18. The stress transferred to the fixing portion 104 is transferred to pieces 110 and 120 of shape steel via a stud 150. The stress transferred to the pieces 110 and 120 of shape steel is transferred to a beam 16A via the stud 160. A lower end 21 of the corrugated steel plate 18 and the beam 16A are structurally integrated together. Thus, the structural performance for transferring the stress from the lower end 21 of the corrugated steel plate 18 to the beam 16A is secured. The corrugated steel plate 18 can be easily joined to the beam 16A with a high degree of accuracy by adjusting the position, attitude, etc. of the corrugated steel plate 18 before infilling concrete Q.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：在确保钢构件的结构性能的同时，以高精度容易地将钢构件连接到结构建筑物框架。解决方案：应力通过螺柱50从波纹钢板18的下端21的凸缘24A转移到固定部分104.传递到固定部分104的应力被转移到形状的片110和120上通过螺柱150传递到钢片110和120上的应力经由螺栓160传递到梁16A上。波纹钢板18的下端21和梁16A结构地结合在一起。因此，确保了将应力从波纹钢板18的下端21传递到梁16A的结构性能。波纹钢板18可以通过在填充混凝土Q之前调整波纹钢板18的位置，姿态等，以高精度容易地接合到梁16A上。（C）2011，JPO＆INPIT

6. 发明专利

JP2011084964A Base isolation structure and structure 审中-公开
标题翻译：基础隔离结构与结构
公开(公告)号：JP2011084964A
公开(公告)日：2011-04-28
申请号：JP2009239404
申请日：2009-10-16
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , WATANABE FUMIO , YAMAMOTO MASAFUMI , URABE AI , YONEDA HARUMI , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , E04B1/36 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To exert base isolation performance even when large disturbance is applied by a major earthquake etc.
SOLUTION: When a relative movement direction (a shaking direction) is along an X direction, a PC steel member 104X arranged in the X direction extends in the axial direction, and exerts a restoring force by the rigidity in the axial direction. On the other hand, a PC steel member 104Y arranged in a Y direction perpendicular to the X direction is deformed in the direction perpendicular to the axial direction, and exerts a restoring force by the rigidity of a chord. The rigidity in the axial direction and the rigidity of the chord are combined to serve as a restoring force with respect to an upper structural part 20.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：即使在大地震等施加大扰动的情况下也能发挥基础隔离性能。解决方案：当相对运动方向（振动方向）沿着X方向时，PC钢构件 104X沿X轴方向延伸，并且通过轴向的刚性施加恢复力。另一方面，沿与X方向正交的Y方向配置的PC钢构件104Y在与轴向垂直的方向上变形，并且通过弦的刚性施加恢复力。将弦的刚性和弦的刚度组合起来用作相对于上结构部分20的恢复力。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2010133229A Earthquake-resisting wall, building, and construction method of the earthquake-resisting wall 有权
标题翻译：地震电阻墙的地震阻尼墙，建筑和施工方法
公开(公告)号：JP2010133229A
公开(公告)日：2010-06-17
申请号：JP2009241639
申请日：2009-10-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： URABE AI , OTA YOSHIHIRO , HIRAKAWA YASUAKI , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , E04B1/20 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall hardly causing shear buckling in a steel plate, a building having the earthquake-resisting wall and a construction method of the earthquake-resisting wall.
SOLUTION: A reinforcing rigid member 34 is fixed with a fixing member 30 to a corrugated steel plate 20 attached to a peripheral member 16. The reinforcing rigid member 34 is placed on the front face side of the corrugated steel plate 20, so that folding lines formed on the corrugated steel plate 20 and a material axis intersect with each other. Thus, out-of-plane deformation caused on the corrugated steel plate 20 is reduced by providing the corrugated steel plate 20 with rigidity by the reinforcing rigid member 34, and shear buckling hardly occurs in the corrugated steel plate 20.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种几乎不会在钢板上产生剪切弯曲的抗震墙体，具有抗震墙的建筑物和耐震墙的施工方法。解决方案：加固刚性构件34用固定构件30固定到附接到周边构件16的波纹钢板20上。加强刚性构件34被放置在波纹钢板20的正面侧，因此形成在波纹钢板20上的折线和材料轴彼此相交。因此，通过使波纹状钢板20由加强刚性构件34提供刚性，波纹状钢板20产生的平面外变形减少，波纹钢板20中几乎不发生剪切屈曲。版权所有：（C）2010，JPO＆INPIT

8. 发明专利

JP2010024682A Construction method for earthquake-resisting stud, earthquake-resisting stud and building structure 有权
标题翻译：地震电阻施工方法，地震结构和建筑结构
公开(公告)号：JP2010024682A
公开(公告)日：2010-02-04
申请号：JP2008185801
申请日：2008-07-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , URABE AI , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To install to transmit compressive axial force to an earthquake-resisting stud before constructing the uppermost floor of a building structure.
SOLUTION: A member height P of a vibration control member is shorter than the inner size heights L of upper and lower beams 26A, 26B forming a floor 14 of the building structure 12. Therefore, when inter-layer deformation is caused in the floor 14, a shear deformation angle of a vibration control member 20 causing shear deformation becomes larger than an inter-layer deformation angle of the floor 14, so that tensile force (tensile axial force) is applied to the vibration control member 20. By this tensile axial force, the initial compressive axial force loaded on the vibration control member 20 is canceled. That is, even if the initial compressive axial force is loaded to the vibration control member 20, the initial compressive axial force is canceled by the tensile axial force produced by the shear deformation of the vibration control member not to lower the vibration energy absorbing performance of the vibration control member 20.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：在建造建筑结构的最上层之前，安装以将抗压轴向力传递到抗震螺柱。解决方案：振动控制构件的构件高度P比构成建筑物结构12的地板14的上下梁26A，26B的内部高度L短。因此，当在地板14，造成剪切变形的振动控制构件20的剪切变形角度变得大于地板14的层间变形角度，使得向振动控制构件20施加张力（拉伸轴向力）。通过该拉伸轴向力抵消了加载在振动控制构件20上的初始压缩轴向力。也就是说，即使初始压缩轴向力被加载到振动控制构件20，初始压缩轴向力被振动控制构件的剪切变形产生的拉伸轴向力消除，从而不降低振动能量吸收性能振动控制构件20.版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2009174223A Building structure and designing method of building structure 有权
标题翻译：建筑结构与建筑结构设计方法
公开(公告)号：JP2009174223A
公开(公告)日：2009-08-06
申请号：JP2008015360
申请日：2008-01-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IKEDA HIDEMI , HIRAKAWA YASUAKI , OTA YOSHIHIRO , KANEKO HIROFUMI , SUMI AKIRA , TSUBAKI HIDEAKI
IPC分类号： E04H9/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide a building structure facilitating structure designing and having the stable performance of vibration energy absorption, and to provide a designing method of the building structure. SOLUTION: The building structure 10 is constructed of a moment resisting frame 18 of a plurality of layers. An earthquake-proof wall 22 is arranged on a structural plane of the moment resisting frame 18. The shearing proof stress of the earthquake-proof wall 22 is not lowered until the layer 20 where the earthquake-proof wall 22 is arranged reaches a horizontal load-carrying capacity. Thus, since the absorbing capacity (the value D 3 of the layer 20) of vibration energy generated by the deformation of the moment resisting frame 18 and the earthquake-proof wall 22 is the result of simply adding the absorbing capacity (the value D 1 of the moment resisting frame 18) of the hysteretic energy applied by the deformation of the moment resisting frame 18 and the absorbing capacity (the value D 2 of the earthquake-proof wall 22) of the hysteretic energy applied by the deformation of the earthquake-proof wall 22, the structure designing of the building structure 10 is facilitated. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供便于结构设计并具有稳定的振动能量吸收性能的建筑结构，并提供建筑结构的设计方法。解决方案：建筑结构10由多层的抗弯框架18构成。防震壁22设置在抗力框架18的结构平面上。防震壁22的剪切力应力不降低，直到设置防震壁22的层20达到水平载荷 -承载能力。因此，由于抗力框架18和抗震墙22的变形产生的振动能量的吸收能力（层20的值D 3 ）是简单地添加通过抗力框架18的变形施加的滞后能量和吸收能力（值D 2 1 ）通过防震墙22的变形而施加的滞回能量，便于建筑结构10的结构设计。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2008111249A Method and structure for climping connection of precast concrete beam-column joint 有权
标题翻译：预制混凝土梁柱接头连接方法与结构
公开(公告)号：JP2008111249A
公开(公告)日：2008-05-15
申请号：JP2006293993
申请日：2006-10-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KIMURA HIDEKI , MOCHIDA TETSUO , MIYAUCHI YASUMASA , ISHIKAWA YUJI , TAKATSU HIROTO
IPC分类号： E04H9/02 , E04B1/21 , E04B1/22 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a method and a structure for climping connection of a precast concrete beam-column joint, which prevent damage to the beam-column joint and bring about energy absorption, by making joint surfaces of upper and lower precast concrete columns cause horizontal shear slip, when a horizontal force acts on the beam-column joint during earthquakes.
SOLUTION: The upper and lower precast concrete columns 3 and 4 are butt-joined together via a dowel-type energy-absorbing member. A precast concrete beam 5 is arranged in such a manner that a center line of beam depth almost agrees with the joint surface 2a of the precast concrete column 2. Ends of pieces 7 and 7 of unbonded prestressing steel, which pass through the upper and lower columns 3 and 4 via the joint surface 2a and the beam 5, are prestressed and bound to the beam 5, so that the upper and lower precast concrete columns 3 and 4 and the beam 5 can be jointed by climping connection.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于攀登连接预制混凝土梁柱接头的方法和结构，其防止损伤梁柱接头并引起能量吸收，通过使上下的接头表面当地震期间水平力作用在梁柱接头时，预制混凝土柱引起水平剪切滑移。解决方案：上，下预制混凝土柱3和4通过榫式能量吸收件对接在一起。预制混凝土梁5布置成使得梁深度的中心线几乎与预制混凝土柱2的接合表面2a一致。未结合的预应力钢件的端部7和7穿过上下两端通过接头表面2a和梁5的柱3和4被预应力并且结合到梁5上，使得上下混凝土柱3和4以及梁5可以通过爬升连接来连接。版权所有（C）2008，JPO＆INPIT

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