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    • 5. 发明专利
    • Pile head junction structure
    • 桩头结构
    • JP2009287390A
    • 2009-12-10
    • JP2009207063
    • 2009-09-08
    • Hitachi Metals Techno Ltd日立機材株式会社
    • TAKAHASHI ICHIROUMEZAWA SEIJI
    • E02D27/12E02D5/28E02D5/30E02D27/34
    • PROBLEM TO BE SOLVED: To provide a pile head junction structure capable of reducing the value of a maximum bending moment transmitted from a foundation pile to a building foundation section and capable of suppressing the fluctuation of a degree (a rotational rigidity) capable of absorbing a bending moment.
      SOLUTION: The pile head junction structure has a bending moment absorbing means composed of an upper junction member 20 being fitted between the building foundation section 26 and the foundation pile 54 and having a spherical surface 20a absorbing the bending moment and a lower junction member 18 with the spherical surface 18a slidably brought into contact with the upper junction member 20 and anchor bolts 30 suppressing the fluctuation of the degree capable of absorbing the bending moment. The upper end sections of the anchor bolts 30 are engaged with the upper junction member 20, and the lower end sections of the anchor bolts 30 are penetrated to a plate 56 and engaged with washers 62 while belleville springs 64 are fitted among the lower end sections and the washers 62. The peripheral sections of openings 22 formed among a peripheral section on the outside of the bending moment absorbing means and the anchor bolts are sealed by sealing members 24.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种能够将从基础桩传递到建筑物基础部分的最大弯矩的值减小的桩头结合结构,并且能够抑制具有能力的程度(旋转刚性)的波动 吸收弯矩。 解决方案:桩头接合结构具有弯曲力矩吸收装置,该弯曲力矩吸收装置由上部接合构件20构成,上部接合构件20装配在建筑基础部分26和基础桩54之间,并且具有吸收弯曲力矩的球形表面20a和下部结 球形表面18a与上接合构件20和锚定螺栓30可滑动地接触以抑制能够吸收弯矩的程度的波动。 锚固螺栓30的上端部与上接合构件20接合,并且锚​​固螺栓30的下端部分被穿入板56并与垫圈62接合,同时,在下端部分 在弯矩吸收装置的外侧的周边部分和地脚螺栓之间形成的开口22的周边部分由密封构件24密封。(C)2010,JPO&INPIT
    • 6. 发明专利
    • Beam through hole reinforcing fitting
    • 光束通孔加固配件
    • JP2007138451A
    • 2007-06-07
    • JP2005330755
    • 2005-11-15
    • Hitachi Metals Techno Ltd日立機材株式会社
    • TAKAHASHI ICHIROTANAKA HIDENORI
    • E04C3/08
    • PROBLEM TO BE SOLVED: To provide a beam through hole reinforcing structure in which a fitting exerts sufficient reinforcing effect even if the fitting is bolt-connected to a beam.
      SOLUTION: The beam through hole reinforcing fitting 1 is formed like a ring, and a main body 3 of the fitting has a through hole 11 formed therein. The main body 3 has projections 7 formed on a front surface thereof, which projections 7 project like concentric blades. When the beam through hole reinforcing fitting 1 is mounted on the beam, the former is clamped to the latter by means of a bolt, and at the time of the clamping, the projections 7 engage in the beam, which generates a resistance due to digging by the projections. As a result an apparent friction coefficient between the beam through hole reinforcing fitting 1 and the beam 11 is increased, and therefore slippage between the beam through hole reinforcing fitting 1 and the beam 11 can be prevented.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了提供一种通孔加强结构,其中即使配件螺栓连接到梁上,配件也发挥足够的增强效果。 解决方案:梁通孔加强配件1形成为环形,并且配件的主体3具有形成在其中的通孔11。 主体3具有形成在其前表面上的凸起7,突起7突出成同心叶片。 当梁通孔加强配件1安装在梁上时,前者通过螺栓被夹紧在后者上,并且在夹紧时,突起7接合在梁中,由于挖掘而产生阻力 通过预测。 结果,梁通孔加强配件1和梁11之间的明显的摩擦系数增加,因此可以防止梁通孔加强配件1和梁11之间的滑动。 版权所有(C)2007,JPO&INPIT
    • 7. 发明专利
    • Beam reinforcing metal fitting
    • 梁加固金属接头
    • JP2007009501A
    • 2007-01-18
    • JP2005190992
    • 2005-06-30
    • Hitachi Metals Techno Ltd日立機材株式会社
    • TAKAHASHI ICHIRO
    • E04C3/08
    • PROBLEM TO BE SOLVED: To provide a beam reinforcing metal fitting, inexpensively manufacturable with an excellent yield of a material.
      SOLUTION: This beam reinforcing metal fitting 1 is composed of platy members 3a and 3b, and a hexagonal through-hole 5 is arranged in a substantially central part. When installing the beam reinforcing metal fitting 1 on a beam 13, the metal fitting is installed in a position of circumscribing a through-hole 15 of the beam 13 on the through-hole 5 of the beam reinforcing metal fitting 1, and the periphery is welded, and the beam 13 and the beam reinforcing metal fitting 1 are fixed by a welding part 17. The platy members 3a and 3b may be installed on the beam 13 after being integrated in advance by welding, or may be separately installed. The platy members 3a and 3b are manufactured by cutting a crest part of a trapezoid after cutting a plate a long plate shape in a waveform of the trapezoid.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种能够以优异的材料产率廉价地制造的梁加强金属配件。 解决方案:该梁加强金属配件1由板状构件3a和3b构成,六边形通孔5布置在大致中央部分。 当将梁加强金属配件1安装在梁13上时,将金属配件安装在横梁13的通孔15的外侧的加强金属配件1的通孔5上,周边是 并且梁13和梁加强金属配件1由焊接部17固定。板状构件3a和3b可以通过焊接预先集成在一起而安装在梁13上,或者可以单独安装。 板状构件3a和3b通过在梯形的波形中切割长板状的板之后切割梯形的顶部而制造。 版权所有(C)2007,JPO&INPIT
    • 8. 发明专利
    • Seismic response control column base structure and seismic response control structure using this structure
    • 使用此结构的地震响应控制柱基础结构和地震响应控制结构
    • JP2006233445A
    • 2006-09-07
    • JP2005045796
    • 2005-02-22
    • Hitachi Metals Techno Ltd日立機材株式会社
    • MATSUO HIDENARITAKAHASHI ICHIRO
    • E04H9/02E04B1/24F16F15/02
    • PROBLEM TO BE SOLVED: To provide a seismic response control column base structure and a seismic response control structure using this structure, for constituting a friction damper in a column base part.
      SOLUTION: This column base structure 101 supports a lower end part of a column 10 by a baseplate 22 fixed on base concrete 12 by screw fastening of an anchor bolt 24 and a nut 26, and is constituted to generate frictional force of the predetermined size by mutually pressurizing mutual these contact surfaces 10b and 15d by force in the right-angled direction to these surfaces, by directly or indirectly contacting a side surface 10b of a column lower end part with opposed surfaces of an installation member 15 erected on the baseplate and having the opposed surfaces 15d opposed to a side surface of the column lower end part. The mutually pressurized and contacted opposed surfaces between the the side surface of the column lower end part and the installation member, constitute the friction damper for absorbing energy of external force by mutually frictionally sliding mutual these surfaces when force of the frictional force or more acts between these surfaces when the external force such as an earthquake is inputted.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种使用该结构的地震响应控制列基础结构和地震响应控制结构,用于在列基部中构成摩擦阻尼器。 解决方案:该柱基础结构101通过固定在基础混凝土12上的底板22支撑立柱10的下端部,通过螺栓固定锚固螺栓24和螺母26,并且构成为产生摩擦力 通过直接或间接地将柱下端部的侧表面10b直接或间接地接触到竖立在其上的安装构件15的相对表面,通过相互将这些接触表面10b和15d相互加压而将这些接触表面10b和15d相互加压 底板,并且具有与柱下端部的侧表面相对的相对表面15d。 在柱下端部的侧面与安装构件之间相互加压和接触的相对表面构成摩擦阻尼器,用于通过在摩擦力或更大的力作用下相互摩擦地相互摩擦地滑动外力的能量 当输入诸如地震的外力时,这些表面。 版权所有(C)2006,JPO&NCIPI
    • 9. 发明专利
    • Reinforcement designing support system and program, fabricator computer, structure computer, selection computer, construction computer, program for fabricator computer, program for structure computer, program for selection computer, and program for construction computer
    • 加固设计支持系统和程序,布线计算机,结构计算机,选型计算机,建筑计算机,制造计算机程序,结构计算机程序,选型计算机程序和建筑计算机程序
    • JP2007164322A
    • 2007-06-28
    • JP2005357384
    • 2005-12-12
    • Hitachi Metals Techno Ltd日立機材株式会社
    • TAKAHASHI ICHIRONAKANO KENZO
    • G06F17/50E04C3/08
    • PROBLEM TO BE SOLVED: To provide a reinforcement designing support system and the like not unnecessarily interrupting construction. SOLUTION: In this reinforcement designing support system, the fabricator computer 100, the construction computer 200, and the structure computer 300 are connected mutually via a network. The fabricator computer 100 includes a temporary selection part 103 temporarily selecting the type of a reinforcement metal fitting 600 applicable to a through-hole in a steel beam 500, a structural calculation data request part 104 transmitting a structural calculation data request requiring structural calculation data to the network when the type of the reinforcement metal fitting is temporarily selected by the temporary selection part 103, and a final selection part 109 selecting a reinforcement metal fitting, which gives yield strength not less than predetermined strength to the steel beam, among reinforcement metal fittings belonging to the type of the temporarily selected reinforcement metal fitting. The structure computer 300 includes a structural calculation data transmission part transmitting the structural calculation data to the fabricator computer 100 in receipt of the structural calculation data request from the fabricator computer 100. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供加强设计支撑系统等不会不必要地中断施工。 解决方案:在该加固设计支撑系统中,制造者计算机100,施工计算机200和结构计算机300通过网络相互连接。 制造者计算机100包括临时选择部件103,临时选择可应用于钢梁500中的通孔的加强金属配件600的类型,结构计算数据请求部件104,其将需要结构计算数据的结构计算数据请求发送到 当临时选择部件103临时选择加强金属配件的类型时,网络,以及选择对钢梁产生不小于预定强度的屈服强度的加强金属配件的最终选择部件109在加强金属配件 属于暂时选用的加固金属配件的类型。 结构计算机300包括结构计算数据传输部分,以便从制造者计算机100接收到结构计算数据请求,向结构计算数据传送结构计算数据。(C)2007年,JPO&INPIT
    • 10. 发明专利
    • Pile head joining structure
    • 桩头接合结构
    • JP2005083125A
    • 2005-03-31
    • JP2003318381
    • 2003-09-10
    • Hitachi Metals Techno Ltd日立機材株式会社
    • TAKAHASHI ICHIROUMEZAWA SEIJI
    • E02D27/12
    • PROBLEM TO BE SOLVED: To provide a pile head joining structure for suppressing a degree (rotation rigidity) of absorbing bending moment transmitted from a pile head part to a building foundation part from fluctuating by preventing horizontal force transmitted from the building foundation part to a foundation pile from fluctuating.
      SOLUTION: The pile head joining structure is provided with bending moment absorption means 18 and 20 provided between the building foundation part 26 and the foundation pile 14 and for absorbing the bending moment. The bending moment absorption means 18 and 20 are composed of an upper joining member 20 having a recess-like spherical face 20a, and a lower joining member 18 having projection-like spherical face 18a slidably coming into contact with the spherical face 20a. A height component of the contact part of a pair of the projection-like and recess-like spherical face coming into contact with each other is set a half or more of a radius of the spherical faces 18a and 20a.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种用于通过防止从建筑物基础部件传递的水平力来抑制从桩头部件到建筑物基础部件传递的吸收弯矩的程度(旋转刚度)从波动的绒头接合结构 来自波动的基础桩。 解决方案:桩头接合结构设置有设置在建筑基础部件26和基础桩14之间并用于吸收弯矩的弯矩吸收装置18和20。 弯矩吸收装置18和20由具有凹形球面20a的上接合构件20和具有可滑动地与球面20a接触的突出状球面18a的下接合构件18组成。 一对彼此接触的一对突起状凹部状球面的接触部的高度成分被设定为球面18a,20a的半径的一半以上。 版权所有(C)2005,JPO&NCIPI