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    Buckling restrained braces and damping steel structures
    41.
    发明申请
    Buckling restrained braces and damping steel structures 有权
    弯曲限制支架和阻尼钢结构

    公开(公告)号：US20050055968A1

    公开(公告)日：2005-03-17

    申请号：US10961007

    申请日：2004-10-07

    Applicant: Toru Takeuchi ,  Hiroshi Nakamura ,  Isao Kimura ,  Hisami Hasegawa ,  Eiichiro Saeki ,  Atsushi Watanabe

    Inventor： Toru Takeuchi ,  Hiroshi Nakamura ,  Isao Kimura ,  Hisami Hasegawa ,  Eiichiro Saeki ,  Atsushi Watanabe

    IPC: E04H9/02 ,  E04C3/30

    CPC classification number: E04H9/02 ,  E04H9/028

    Abstract: The present invention relates to a buckling restrained brace capable of absorbing vibration energy produced by an earthquake, wind power and the like, in a building and a steel structure. The buckling restrained brace of the present invention is accomplished by a buckling restrained brace 1 wherein a steel-made center axial member 3 is passed through a buckling-constraining concrete member 2 reinforced with a steel member 6, and an adhesion-preventive film 4 is provided to the interface between the steel-made center axial member and buckling-constraining concrete 5, the adhesion-preventive film showing a secant modulus in the thickness direction of at least 0.1 N/mm2 between a point which shows a compressive strain of 0% and a point which shows a compressive strain of 50%, and up to 21,000 N/mm2 between a point which shows a compressive strain of 50% and a point which shows a compressive strain of 75%, and having a thickness dt in the plate thickness direction of the steel-made center axial member and a thickness dw in the plate width direction thereof from at least 0.5 to 10% of the plate thickness t and from at least 0.5 to 10% of the plate width w, respectively, and by the application of the buckling restrained brace to a damping steel structure.

    Abstract translation: 本发明涉及一种能够吸收由建筑物和钢结构中的地震，风力等产生的振动能量的屈曲约束支架。 本发明的弯曲限制支架通过弯曲限制支架1实现，其中钢制中心轴向构件3穿过钢构件6加强的屈曲约束混凝土构件2，防粘接膜4为 提供给钢制中心轴向构件和屈曲约束混凝土5之间的界面，在显示压缩应变的点之间，在厚度方向上显示出至少0.1N / mm 2的割线模量的防粘附膜 为0％，在压缩应变为50％的点和显示75％的压缩应变的点之间显示50％的压缩应变和高达21,000N / mm 2的点，并具有 钢制中心轴构件的板厚方向的厚度dt和板宽度方向的厚度dw从板厚t的至少0.5〜10％，以及板宽度的至少0.5〜10％ w， 并且通过将屈曲约束支架应用于阻尼钢结构。

    Column-and-beam join structure
    42.
    发明授权
    Column-and-beam join structure 有权
    柱梁连接结构

    公开(公告)号：US06739099B2

    公开(公告)日：2004-05-25

    申请号：US10163475

    申请日：2002-06-05

    Applicant: Toru Takeuchi ,  Yasushi Maeda ,  Kazuaki Suzuki ,  Ken Okada ,  Satoshi Yamada ,  Akira Wada

    Inventor： Toru Takeuchi ,  Yasushi Maeda ,  Kazuaki Suzuki ,  Ken Okada ,  Satoshi Yamada ,  Akira Wada

    IPC: E04B198

    CPC classification number: E04B5/10 ,  E04B1/2403 ,  E04B2001/2415 ,  E04B2001/2439 ,  E04B2001/2442 ,  E04B2001/2448 ,  E04B2001/2454 ,  E04C3/04 ,  E04C3/30 ,  E04C2003/0413 ,  E04C2003/0421 ,  E04C2003/043 ,  E04C2003/0434 ,  E04C2003/0452 ,  E04C2003/0465 ,  Y10T403/73

    Abstract: The present invention provides a column-and-beam join structure which absorbs energy caused by a large earthquake or the like by split tees surely yielding at a prescribed value, does not cause other members to fracture, and thus makes it possible to replace only the split tees which have become unusable, and, more specifically, a column-and-beam join structure constructed by attaching and connecting, using bolts 9, the ends 8a of both the upper and lower flanges 8 of a steel beam (H-shaped steel beam) 7 between the webs 6 of a pair of upper and lower split tees 4 the flanges 5 of which are connected to a steel column 1 using bolts 3. The upper limit of the yield stress of the steel material used for the split tees 4 is defined to be not more than twice the lower limit thereof. Further, in order for the web 6 extending from the flange 5 of a split tee 4 in the axial direction of an H-shaped steel beam 7 to absorb earthquake energy by its plasticization, the cross-sectional area of the web 6 is reduced partially and the base end portion 6a of the web 6 is divided from the tip portion 6b which is connected to the flange 8 of the H-shaped steel beam 7.

    Abstract translation: 本发明提供了一种柱形梁接合结构，其通过分开的三通，由大的地震等引起的能量确定地产生规定的值，不会导致其他构件断裂，从而可以仅替换 更具体地说，是使用螺栓9连接和连接钢梁（H型钢）的上下凸缘8的端部8a而构成的柱梁连接结构 横梁）7在一对上，下开口三通4的腹板6之间，其凸缘5使用螺栓3连接到钢柱1上。用于分体三通4的钢材的屈服应力的上限 被定义为不超过其下限的两倍。 此外，为了从H形钢梁7的轴向方向从裂缝三通4的凸缘5延伸的纤维网6通过其增塑而吸收地震能量，纤维网6的横截面积部分地减小 腹板6的基端部6a与H形钢梁7的凸缘8连接的前端部6b分开。

    Vehicle-mounted record medium reproducing apparatus
    43.
    发明授权
    Vehicle-mounted record medium reproducing apparatus 有权
    车载记录介质再现装置

    公开(公告)号：US6147596A

    公开(公告)日：2000-11-14

    申请号：US225703

    申请日：1999-01-06

    Applicant: Yasunobu Tsuchiya ,  Toru Takeuchi ,  Sadao Nagata ,  Yoshiya Isezaki ,  Kazuhiro Ido ,  Toshiharu Fujiwara

    Inventor： Yasunobu Tsuchiya ,  Toru Takeuchi ,  Sadao Nagata ,  Yoshiya Isezaki ,  Kazuhiro Ido ,  Toshiharu Fujiwara

    IPC: B60R11/02 ,  B60Q1/00

    CPC classification number: B60R11/0241

    Abstract: A vehicle-mounted record medium reproducing apparatus having a personal computer function. The apparatus is equipped with a control panel tiltable manually through a tilting link mechanism provided to cover a record medium insertion opening of a reproducing apparatus body. Further, the apparatus is provided with a click sensation mechanism for providing a click sensation when the control panel is tilted to a record medium ejecting position, and further provided with a connecting member for establishing a connection between the control panel and the supporting plate and being released from its connecting condition when the supporting plate is moved to a connection release enabling position. With this apparatus, a record medium can be inserted and ejected safely and with certainty, and the control panel can be detached from the supporting plate in a safe condition.

    Abstract translation: 具有个人计算机功能的车载记录介质再现装置。 该装置配备有可通过设置用于覆盖再现装置主体的记录介质插入口的倾斜连杆机构手动地倾斜的控制面板。 此外，该装置设置有当控制面板倾斜到记录介质排出位置时提供咔哒声的点击感觉机构，并且还设置有用于在控制面板和支撑板之间建立连接的连接构件，并且 当支撑板移动到连接释放使能位置时从其连接状态释放。 利用这种装置，可以安全地并且确定地插入和弹出记录介质，并且可以在安全的状态下将控制面板从支撑板上拆下。

    Vacuum-pressure supply device
    45.
    发明授权
    Vacuum-pressure supply device 失效
    真空压力供应装置

    公开(公告)号：US4944249A

    公开(公告)日：1990-07-31

    申请号：US218235

    申请日：1988-07-12

    Applicant: Toru Takeuchi ,  Minoru Matsuzawa

    Inventor： Toru Takeuchi ,  Minoru Matsuzawa

    IPC: A01J5/04 ,  G05D16/16

    CPC classification number: G05D16/163 ,  A01J5/048 ,  Y10T137/7764

    Abstract: There is disclosed a vacuum-pressure regulating device which is attached to a vacumm system in connection with a vacuum pump so that it serves to ensure a constant vacuum pressure in the vacuum system and then to supply vacuum pressure from the vacuum system, after reduced to the required extent, to a desired space. The vacuum-pressure supply device of the present invention is suitable for adjusting vacuum in vacuum systems for milking cows. The vacuum-pressure supply device consists of such a structure that there are provided two independent but adjacent sections built of casings, one of them is partitioned by a diaphragm to form a first chamber and a second chamber, the other section is partitioned also by a diaphragm to form a third and a fourth chamber, a valve secured to each diaphragm is actuated according to a pressure difference between both sides of each diaphragm thereby automatically permitting air from the vacuum system or atmospheric air to flow into or flow out from each of the aforesaid chambers, thus maintaining two vacuum systems connected to the vacuum-pressure supply device as a desired high vacuum system and a desired low-pressure system respectively.

    Abstract translation: 公开了一种真空压力调节装置，该真空压力调节装置与真空泵连接在一个真空系统上，以便确保在真空系统中恒定的真空压力，然后在真空系统中减压至 所需的范围，到所需的空间。 本发明的真空压力供给装置适用于调整奶牛真空系统的真空度。 真空压力供给装置由这样一种结构构成，即由壳体构成的两个独立但相邻的部分构成，其中一个由隔膜隔开以形成第一腔室和第二腔室，另一部分也由 隔膜以形成第三和第四室，固定到每个隔膜的阀根据每个隔膜的两侧之间的压差而被致动，从而自动地允许来自真空系统或大气的空气流入或流出每个隔膜 从而将分别连接到真空压力供应装置的两个真空系统保持为期望的高真空系统和期望的低压系统。

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