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71. 发明专利

JP2012246621A Tower-like structure 有权
标题翻译：塔式结构
公开(公告)号：JP2012246621A
公开(公告)日：2012-12-13
申请号：JP2011117008
申请日：2011-05-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , WATANABE FUMIO , KIMURA HIDEKI , TAKEUCHI MITSURU
IPC分类号： E04H12/16
摘要： PROBLEM TO BE SOLVED: To effectively introduce prestress required by a lower side of a tower-like structure.SOLUTION: Prestress is vertically introduced into an upper precast concrete unit 110C of a tower-like structure 100 only by a prestressing steel wire 150C. The prestress is vertically introduced into a middle precast concrete unit 110B by the prestressing steel wire 150C and a prestressing steel wire 150B. The prestress is vertically introduced into a lower precast concrete unit 110C by the prestressing steel wires 150C and 150B, and a prestressing steel wire 150A.
摘要翻译：要解决的问题：有效地引入塔式结构的下侧所需的预应力。解决方案：预应力仅通过预应力钢丝150C垂直引入塔式结构100的上预制混凝土单元110C。预应力由预应力钢丝150C和预应力钢丝150B垂直引入中间预制混凝土单元110B。预应力由预应力钢丝150C和150B以及预应力钢丝150A垂直地引入到下预制混凝土单元110C中。版权所有（C）2013，JPO＆INPIT

72. 发明专利

JP2012172308A Stud 审中-公开
标题翻译：螺柱
公开(公告)号：JP2012172308A
公开(公告)日：2012-09-10
申请号：JP2011032171
申请日：2011-02-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NAKANE KAZUTOMI , ASO NAOKI , OGURA FUMITAKA , SAITO TAKASHI , OTA YOSHIHIRO
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a stud capable of simplifying a structure while reducing compressive axial force to be introduced.SOLUTION: A web part 20 has two reinforced regions S reinforced by a flange part 22, and a non-reinforced region T not reinforced by the flange part 22. In the reinforced region S, the flange part 22 is provided respectively on both ends in the width direction of the web part 20, and a horizontal cross sectional shape of the stud 10 is roughly H-shaped. In the non-reinforced region T, the flange part is not provided on both ends in the width direction of the web part 20, and the flange part does not exist. That is, the flange part 22 is provided only in the reinforced regions S evading the non-reinforced region T. Thus, in the non-reinforced region T, the web part 20 is expandable and contractible in the vertical direction.
摘要翻译：要解决的问题：提供能够简化结构同时减小要引入的压缩轴向力的螺柱。解决方案：腹板部分20具有由凸缘部分22加强的两个加强区域S和未被凸缘部分22加强的非加强区域T.在加强区域S中，凸缘部分22分别设置在腹板部20的宽度方向的两端部，螺柱10的水平截面形状大致为H字状。在非加强区域T中，在腹板部20的宽度方向上的两端不设置凸缘部，并且不存在凸缘部。也就是说，凸缘部22仅设置在避开非加强区域T的加强区域S.因此，在非加强区域T中，腹板部分20在垂直方向上是可膨胀的和可收缩的。版权所有（C）2012，JPO＆INPIT

73. 发明专利

JP2011241627A Steel earthquake resisting wall, and building equipped with the same 有权
标题翻译：钢铁地震墙，以及与此相同的建筑物
公开(公告)号：JP2011241627A
公开(公告)日：2011-12-01
申请号：JP2010115576
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： E04H9/02 , E04B2/56
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 wall body 22 comprises: wall portions 22A, 22B, and 22C. The wall portions 22A and 22C are made of flat steel plates and the wall portion 22B is made of a corrugated steel plate. Also in another example, a wall body 42 includes wall portions 42A, 42B, and 42C which are all made of corrugated steel plates, and the wavelength of the wall portion 42B is shorter than that of the wall portions 42A and 42C. The wall portions 42B and 22B are arranged in the middle between upper and lower beams 16 in the wall bodies 22 and 42. In this way, the shear yield strength for buckling of the whole steel earthquake resisting walls 10 and 40 can be 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：壁体22包括：壁部22A，22B和22C。壁部22A和22C由扁钢板制成，壁部22B由波纹钢板制成。此外，在另一实例中，壁体42包括全部由波纹钢板制成的壁部42A，42B和42C，并且壁部42B的波长比壁部42A和42C的波长短。壁部分42B和22B布置在壁体22和42中的上梁16和下梁16之间的中间。这样，可以增加整个钢抗震墙10和40的弯曲的剪切屈服强度。版权所有（C）2012，JPO＆INPIT

74. 发明专利

JP2011226071A Reinforcement structure of structural member and reinforcement method thereof 审中-公开
标题翻译：结构构件的加固结构及其加固方法
公开(公告)号：JP2011226071A
公开(公告)日：2011-11-10
申请号：JP2010094026
申请日：2010-04-15
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 improve bending yield strength of a structural member at its joint portion.SOLUTION: Tension members 14A, 14B to which tensile force is applied are provided helically to reinforcing members 12A to 12D which surround an outer surface of a structural member 20 so as to contact with the outer surface thereof. The tensile force applied to the tension members 14A, 14B is transmitted to a support portion 106 through transmitting portions 16A, 16B, whereby the reinforcing members 12A, 12B are fixed to the support portion 106. As a result, the bending yield strength of a support joint part 38 of the structural member 20 is improved by compression stress produced at the support joint part 38.
摘要翻译：要解决的问题：提高结合部件的接合部的弯曲屈服强度。解决方案：施加拉力的张紧构件14A，14B螺旋地设置在围绕结构构件20的外表面以与其外表面接触的加强构件12A至12D。施加到张紧构件14A，14B的张力通过传递部分16A，16B传递到支撑部分106，由此将加强构件12A，12B固定到支撑部分106.结果，弯曲屈服强度结构构件20的支撑接头部分38通过在支撑接合部分38处产生的压缩应力而得到改善。版权所有：（C）2012，JPO＆INPIT

75. 发明专利

JP2011196118A Structural member 有权
标题翻译：结构会员
公开(公告)号：JP2011196118A
公开(公告)日：2011-10-06
申请号：JP2010065148
申请日：2010-03-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA AI , WATANABE FUMIO , KIMURA HIDEKI , OTA YOSHIHIRO , TAKEUCHI MITSURU
IPC分类号： E04C5/08 , E04B1/22 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a structural member, introducing pre-stress to a concrete body by pulling one end, the other end or both ends of a tension member provided on the concrete body.SOLUTION: Tension is applied to the tension members 14, 16 spirally provided on the concrete body 12, thereby introducing pre-stress in the material axial direction and in the circumferential direction of the concrete body 12. Thus, the structural member 10 can be improved in crazing resistance, tensile strength, compressive strength and bending strength.
摘要翻译：要解决的问题：提供一种结构构件，通过拉动一端，设置在混凝土体上的张力构件的另一端或两端将预应力引入混凝土体。解决方案：张力施加到张紧构件14上螺旋地设置在混凝土主体12上，从而在材料轴向和混凝土主体12的圆周方向上引入预应力。因此，结构构件10可以提高耐龟裂性，抗拉强度，抗压强度和弯曲强度。

76. 发明专利

JP2011141010A Base isolation construction and structure 审中-公开
标题翻译：基础隔离结构与结构
公开(公告)号：JP2011141010A
公开(公告)日：2011-07-21
申请号：JP2010003174
申请日：2010-01-08
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： F16F15/04 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To exhibit the base isolation effect even if large disturbance is added by a big earthquake.
SOLUTION: A PC steel material 104 supports a construction 20 in the vertical direction (the Z direction), and floats the structure 20. Thus, when vibration is generated in the horizontal direction and the vertical direction in the construction 20 by thee disturbance by the earthquake, the construction 20 and a base isolation pit 50 exhibit the base isolation effect by being relatively displaced in the horizontal direction and the vertical direction, and exhibit restoring force by rigidity of a chord of the PC steel material 104.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：即使大地震引起大扰动，也能展现基地隔离效应。解决方案：PC钢材104在垂直方向（Z方向）上支撑结构20，并浮动结构20.因此，当在构造20中由水平方向和垂直方向产生振动时地震的干扰，结构20和基底隔离坑50通过在水平方向和垂直方向上相对移位而表现出基部隔离效果，并且通过PC钢材104的弦的刚度呈现恢复力。
版权所有（C）2011，JPO＆INPIT

77. 发明专利

JP2010127037A Boundary beam, method for designing boundary beam, method for constructing boundary beam, and building 有权
标题翻译：边界梁，边界梁设计方法，构造边界梁的方法和建筑
公开(公告)号：JP2010127037A
公开(公告)日：2010-06-10
申请号：JP2008304453
申请日：2008-11-28
申请人： Susumu Kono , Takenaka Komuten Co Ltd , Fumio Watanabe , 株式会社竹中工務店 , 進河野 , 史夫渡邉
发明人： WATANABE FUMIO , KONO SUSUMU , OTA YOSHIHIRO , NAKANE KAZUTOMI , HIRAKAWA YASUAKI , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , E04C3/07 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a boundary beam capable of damping the vibrations of a structure while dispensing with or reducing reinforcements to a member for damping the vibrations generated in the structure, and to provide a method for designing the boundary beam, a method for constructing the boundary beam, and a building with the boundary beam.
SOLUTION: A corrugated steel plate 18 is bridged and fixed to the adjacent vibration damping members 14A to 14D provided to the structure 12 so as to form a wall surface therebetween. Accordingly, a shear deformation is generated in the corrugated steel plate 18 when the structure 12 is swayed by earthquakes or the like, so as to damp the vibrations of the structure 12.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种边界梁，其能够在分配或减少构件的加强件的同时阻尼结构的振动，以阻尼在结构中产生的振动，并且提供一种用于设计边界梁的方法，用于构造边界波束的方法和具有边界波束的建筑物。解决方案：波纹钢板18桥接并固定到设置在结构12上的相邻减振构件14A至14D，以便在它们之间形成壁面。因此，当结构体12被地震等振动时，在波纹状钢板18中产生剪切变形，以便抑制结构12的振动。（C）2010，JPO＆INPIT

78. 发明专利

JP2010121383A Seismic retrofitting method and building 审中-公开
标题翻译：地震改造方法与建筑
公开(公告)号：JP2010121383A
公开(公告)日：2010-06-03
申请号：JP2008297286
申请日：2008-11-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： URABE AI , OTA YOSHIHIRO , TAKEUCHI MITSURU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic retrofitting method capable of reducing labor for work. SOLUTION: To connect a corrugated steel earthquake-resisting wall 26 and a stiffening existing wall 40A together, the out-of-plane direction rigidity of the corrugated steel earthquake-resisting wall 26 is increased, and the shear buckling strength and bearing force of the corrugated steel earthquake-resisting wall 26 is increased. This prevents shear buckling. Thus, the corrugated steel earthquake-resisting wall 26 is installed in a frame 12 by utilizing the existing wall 40, so that seismic retrofitting superior in earthquake-resisting performance can be performed. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供能够减少工作劳动的地震改造方法。解决方案：为了将波纹钢抗震墙26和加固现有壁40A连接在一起，波纹钢抗震墙26的面外方向刚度提高，剪切屈曲强度和轴承波纹钢抗震墙26的力增加。这样可以防止剪切屈曲。因此，通过利用现有的壁40将波纹钢抗震壁26安装在框架12中，从而可以进行抗震性能优异的地震改造。版权所有（C）2010，JPO＆INPIT

79. 发明专利

JP2010071044A Aseismatic structure and building 有权
标题翻译： ASEISMATIC STRUCTURE AND BUILDING
公开(公告)号：JP2010071044A
公开(公告)日：2010-04-02
申请号：JP2008242730
申请日：2008-09-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： URABE AI , OTA YOSHIHIRO , TAKEUCHI MITSURU
IPC分类号： E04B2/56 , E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic structure and a building having improved freedom in a position of installation of an aseismatic member. SOLUTION: The aseismatic structure 10 is provided with stud members 60, 62, 64, 66. Vertical rigidity is imparted to the joint part of an upper horizontal member 18 of a reinforcing layer 14 with the stud members 60, 62. Vertical rigidity is imparted to the joint part of the lower horizontal member 20 of the reinforcing layer 14 with the stud members 64, 66. Thus, the upper horizontal member 18 of the reinforcing layer 14 and the upper horizontal member 70 of an upper layer 56 jointly resist the vertical force transmitted from the vertical flanges 38A, 38B of a corrugated steel plate 16, and the lower horizontal member 20 of the reinforcing layer 14 and a lower horizontal member 72 of a lower layer 58 jointly resist the vertical force. Consequently, the vertical deformation of the joint part of the upper horizontal member 18 and the lower horizontal member 20 of the reinforcing layer 14 is inhibited, and the aseismatic property that the corrugated steel plate 16 has by nature can be exerted. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种在抗震构件的安装位置具有改进的自由度的抗震结构和建筑物。解决方案：抗震结构10设置有螺栓构件60,62,64,66。垂直刚性被赋予加强层14的上水平构件18的接头部分与螺柱构件60,62。垂直刚性被赋予加强层14的下水平构件20的接合部分与螺柱构件64,66。因此，加强层14的上水平构件18和上层56的上水平构件70共同抵抗从波纹钢板16的垂直凸缘38A，38B传递的垂直力，加强层14的下水平构件20和下层58的下水平构件72共同抵抗垂直力。因此，能够抑制上部水平构件18与加强层14的下部水平构件20的接合部的垂直变形，能够发挥波纹状钢板16本质上具有的抗震性。版权所有（C）2010，JPO＆INPIT

80. 发明专利

JP2010070989A Earthquake-resistant structure, method for designing earthquake-resistant structure, and building 审中-公开
标题翻译：防地震结构，抗震结构设计方法及建筑
公开(公告)号：JP2010070989A
公开(公告)日：2010-04-02
申请号：JP2008240426
申请日：2008-09-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , TAKEUCHI MITSURU , NARITA HIDEYUKI
IPC分类号： E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resistant structure, a method for designing an earthquake-resistant structure, and a building having the earthquake-resistant structure, which can secure the shearing buckling strength-proof stress of a corrugated steel sheet and which can improve the degree of freedom in arrangement.
SOLUTION: When a corrugated steel sheet 20 is viewed from the outward direction (an arrow A), the corrugated steel sheet 20 and a corrugated steel sheet 22 are placed opposite to each other so that the folding line 20A of the corrugated steel sheet 20 and the folding line 22A of the corrugated steel sheet 22 intersect each other and are joined together with a bolt 40. Then, the cross-sectional secondary moment in the circumference of the weak shaft of the corrugated steel sheet 20 and the corrugated steel sheet 22 is complemented by the cross-sectional secondary moment in the circumference of the strong shaft of the other opposing corrugated steel sheet 22 or the corrugated steel sheet 20. Thus, the whole elastic buckling strength of both the corrugated steel sheet 20 and the corrugated steel sheet 22 increases, and the shearing buckling of both the corrugated steel sheet 20 and the corrugated steel sheet 22 is prevented.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供抗震结构，设计抗震结构的方法和具有抗震结构的建筑物，其可以确保波纹钢的剪切抗弯强度的应力并可以提高安排的自由度。
解决方案：当从向外的方向（箭头A）观察波纹状钢板20时，波纹状钢板20和波纹状钢板22彼此相对设置，使得波纹钢的折叠线20A 波纹状钢板22的片材20和折叠线22A彼此交叉并且用螺栓40接合在一起。然后，波纹状钢板20的弱轴的周围的横截面二次矩和波纹状钢板在另一个相对的波纹状钢板22或波纹状钢板20的强轴的圆周上由横截面的二次矩补充板22。因此，波纹状钢板20和波纹状钢板22的整体的弹性屈曲强度钢板22增加，并且防止了波纹钢板20和波纹钢板22的剪切弯曲。版权所有（C）2010，JPO＆INPIT

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