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    • 2. 发明专利
    • Isolator protective device and base isolation device
    • 隔离器保护装置和基座隔离装置
    • JP2008215442A
    • 2008-09-18
    • JP2007051925
    • 2007-03-01
    • Maeda CorpTokyo Institute Of TechnologyZenitaka Corp前田建設工業株式会社国立大学法人東京工業大学株式会社錢高組
    • WADA AKIRAFUJINAMI YASUTAKETATSUGAMI HIROAKIMORIMOTO TOSHIYUKIIGARASHI HARUTO
    • F16F15/04E04B1/36E04H9/02F16F15/08
    • PROBLEM TO BE SOLVED: To reduce risk of damaging an isolator protective device itself by its tensile force, while inexpensively realizing the isolator protective device for protecting an isolator by reducing the tensile force in the vertical direction acting on the isolator, in a base isolation device of interposing the isolator between a foundation and a structure on the foundation.
      SOLUTION: A bolt 33 is projected on the foundation 11. Laminated rubber 20 and the foundation 11 are relatively displaceably engaged in the separating direction in a state of inserting the bolt 33 into a bolt hole 211 of a lower flange 21. A rubber elastic body 31 is arranged on the upper side of the lower flange 21, and a steel pipe 32 is arranged on its inner peripheral surface side, in a state of being inserted into the bolt 33. A circular steel plate 34 is arranged on the upper side of the rubber elastic body 31 and the steel pipe 32 in a state of being inserted into the bolt 33.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了降低隔离器保护装置本身的张力损坏的风险,同时通过减小作用在隔离器上的垂直方向上的张力来廉价地实现用于保护隔离器的隔离器保护装置, 将隔离器置于基础和基础上的结构之间的基础隔离装置。 解决方案:螺栓33突出在基座11上。在将螺栓33插入下凸缘21的螺栓孔211的状态下,层压橡胶20和基座11在分离方向上相对可移动地接合。 橡胶弹性体31设置在下凸缘21的上侧,并且在插入螺栓33的状态下在其内周面侧配置有钢管32.圆钢板34 橡胶弹性体31的上侧和钢管32插入螺栓33的状态。(C)2008,JPO&INPIT
    • 3. 发明专利
    • Vibration control device for building
    • 用于建筑的振动控制装置
    • JP2005220714A
    • 2005-08-18
    • JP2004048054
    • 2004-02-24
    • Maeda Corp前田建設工業株式会社
    • YAMAMOTO KENICHIROWATANABE TOMOYUKIFUJINAMI YASUTAKE
    • E04H9/02F16F15/02
    • PROBLEM TO BE SOLVED: To provide a vibration control device for a building capable of absorbing energy even when the inter-layer deformation of the building by earthquake is small, capable of developing large damping force, easily installable in an existing or newly built building since its size is compact.
      SOLUTION: This vibration control device for the building installed in the existing or the newly built building comprises upper and lower stubs 11 and 12, upper and lower damping materials 13 and 13, and a pendulum member 14 formed by connecting its upper and lower end parts to the upper and lower damping materials 13. The pendulum member 14 is formed to be connected to the upper and lower stubs when the projections 11a and 12a of the upper and lower stubs are inserted into opening holes 14a and 14a. Accordingly, the deformation of the damping material 13 can be amplified, for example, to 1.2 to 2.5 times by transferring the inter-layer deformation of the building to a relative deformation between the projections 11a and 12a and amplifying the relative deformation by the pendulum member 14. As a result, since the vibration control device 10 is allowed to act effectively from a time when the deformation of the building is small and can absorb the energy efficiently, it can develop the large damping force.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:为了提供一种能够吸收能量的建筑物的振动控制装置,即使当地震的建筑物的层间变形小时,能够发展大的阻尼力,可以容易地安装在现有的或新的 建筑物的尺寸紧凑。 解决方案:这种安装在现有或新建建筑中的建筑物的振动控制装置包括上和下短管11和12,上下阻尼材料13和13以及摆动构件14,其通过将其上部和下部 上端部和下部阻尼材料13的下端部分构成。当上,下短截线体的突起11a,12a插入开孔14a,14a时,摆动部件14形成为连接于上下短截线。 因此,通过将建筑物的层间变形转移到突起11a和12a之间的相对变形并且通过摆动构件放大相对变形,阻尼材料13的变形可以被放大到例如1.2至2.5倍 结果,由于振动控制装置10能够在建筑物的变形小并且能够有效地吸收能量的时候有效地起作用,所以能够产生较大的阻尼力。 版权所有(C)2005,JPO&NCIPI
    • 4. 发明专利
    • Aseismatic reinforcing structure of existing building
    • 现有建筑的ASEISMATIC加固结构
    • JP2007332555A
    • 2007-12-27
    • JP2006162334
    • 2006-06-12
    • Maeda CorpSanko Techno Co Ltdサンコーテクノ株式会社前田建設工業株式会社
    • FUJINAMI YASUTAKEMIYAZAWA SHIGERUIMAIZUMI TAKAYUKIHOSOKAWA YOJIIMAI SEISHISUGA TOSHINOBUHANDA KIYOKAZU
    • E04G23/02
    • PROBLEM TO BE SOLVED: To provide an aseismatic reinforcing structure of an existing building, achieving effective aseismatic reinforcement by connecting an existing building with a frame using a post-construction anchor having higher performance.
      SOLUTION: The existing building 1 and the frame 2 are connected using the post-construction anchor 3, and the post-construction anchor 3 includes: an anchor body 30 inserted in a prepared hole 10 of an outer wall 1a; an extensible extension part 31; and a cone 32 fitted in the inside of the extension part 31. The prepared hole 10 is filled with a bonding resin material 4. The extension part 31 is extended to be pressed to the prepared hole 10 in the innermost part 10a of the prepared hole by driving the anchor body 30 into the cone 32 abutting on the prepared hole innermost part 10a. Thus, high shearing rigidity and tensile yield strength can be obtained, and post-construction anchor having higher performance can be obtained to perform effective aseismatic reinforcement.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供现有建筑物的抗震加固结构,通过使用具有较高性能的后施工锚杆将现有建筑物与框架连接,实现有效的抗震加固。 解决方案:现有建筑物1和框架2使用后施工锚固件3连接,后施工锚固件3包括:插入外壁1a的预制孔10中的锚固体30; 可延伸部31; 以及安装在延伸部31的内部的锥体32.准备好的孔10填充有接合树脂材料4.延伸部31延伸以被压到预备孔的最内部10a中的预定孔10 通过将锚固体30驱动到与准备好的孔最内部分10a邻接的锥体32中。 因此,可以获得高的剪切刚度和拉伸屈服强度,并且可以获得具有较高性能的后施工锚固件来进行有效的抗震加固。 版权所有(C)2008,JPO&INPIT