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158 条记录 (耗时 0.029 秒)

    Laser beam-detonatable blasting cap
    1.
    发明授权
    Laser beam-detonatable blasting cap 失效
    激光束可爆炸喷头

    公开(公告)号：US4898095A

    公开(公告)日：1990-02-06

    申请号：US180882

    申请日：1988-04-13

    申请人： Yoji Tasaki ,  Koichi Kurokawa ,  Katsuhide Hattori ,  Mikio Takano ,  Toshikazu Miyajima ,  Toshifumi Sato ,  Katsura Ogasawara

    发明人： Yoji Tasaki ,  Koichi Kurokawa ,  Katsuhide Hattori ,  Mikio Takano ,  Toshikazu Miyajima ,  Toshifumi Sato ,  Katsura Ogasawara

    IPC分类号： C06C7/00 ,  F42B3/113

    CPC分类号： F42B3/113 ,  C06C7/00

    摘要： A laser beam-detonatable blasting cap containing secondary explosives charged therein in the upper and lower portions, wherein the explosive charged in the upper portion contains a laser beam-absorbing black material and is contacted with an optical fiber at the top. The loading density of the explosive charged in the lower portion is higher than that of the explosive charged in the higher portion, and only the side of the explosive charged in the upper portion is surrounded with a restraining wall. The blasting cap can be easily and surely detonated by a laser beam having a low peak output power generated by means of a pulse-oscillation system without using Q-switching or a continous oscillation system.

    摘要翻译： 一种在上部和下部装有二次炸药的激光束可爆炸喷头，其中装在上部的炸药含有激光束吸收黑色材料，并与顶部的光纤接触。 装在下部的炸药的装载密度高于装在上部的炸药的装载密度，只有装在上部的炸药的一侧被限制壁包围。 通过不使用Q开关或连续振荡系统的脉冲振荡系统产​​生的具有低峰值输出功率的激光束，可以容易且可靠地引爆爆破盖。

    Internal-resistance measuring device for response-delay type fuel cell
    5.
    发明授权
    Internal-resistance measuring device for response-delay type fuel cell 失效
    用于响应延迟型燃料电池的内阻测量装置

    公开(公告)号：US08426045B2

    公开(公告)日：2013-04-23

    申请号：US12921985

    申请日：2008-10-29

    申请人： Akira Yamazawa ,  Yoshiyuki Ueno ,  Kazuya Watanabe ,  Takefumi Shimoyama

    发明人： Akira Yamazawa ,  Yoshiyuki Ueno ,  Kazuya Watanabe ,  Takefumi Shimoyama

    IPC分类号： H01M8/16

    CPC分类号： H01M8/16 ,  G01R31/3662 ,  H01M8/04544 ,  H01M8/04634 ,  H01M8/04895 ,  Y02E60/527

    摘要： One object is to provide a measuring device configured to evaluate the power generation characteristics of a response-delay type fuel cell automatically, precisely, and with excellent reproducibility with consideration of the response delay against power load fluctuations, and effectively acclimatize and develop microorganisms that are provided to generate power. A potentio-galvanostat is connected to a microbial fuel cell provided as an exemplary response-delay type fuel cell. Further, an automatic measuring device is connected to the potentio-galvanostat. The automatic measuring device has a program function and measures the internal resistance of the microbial fuel cell at set time. The internal resistance measurement is executed through the automatic measuring device that instructs the potentio-galvanostat to change a current value flowing to the microbial fuel cell and that repeatedly executes the process of measuring and recording a voltage value of the microbial fuel cell and the current value while changing a current control value in stages after the voltage value is stabilized.

    摘要翻译： 一个目的是提供一种测量装置，其被配置为考虑到对电力负载波动的响应延迟来自动，精确地且以优异的再现性来评估响应延迟型燃料电池的发电特性，并且有效地适应和开发微生物 提供发电。 电位恒温器连接到作为示例性响应延迟型燃料电池提供的微生物燃料电池。 此外，自动测量装置连接到电位恒流器。 自动测量装置具有程序功能，并在设定的时间测量微生物燃料电池的内部电阻。 通过自动测量装置执行内部电阻测量，该自动测量装置指示电位计电位器改变流向微生物燃料电池的电流值，并且重复执行测量和记录微生物燃料电池的电压值和当前值的过程 同时在电压值稳定后分阶段改变电流控制值。

    Method for cleaning structural surface
    7.
    发明授权
    Method for cleaning structural surface 失效
    清洁结构表面的方法

    公开(公告)号：US6123777A

    公开(公告)日：2000-09-26

    申请号：US38978

    申请日：1998-03-12

    申请人： Nobuo Sakurai ,  Hanako Nagai ,  Boon Keng Lim ,  Gun-ichi Kobayashi

    发明人： Nobuo Sakurai ,  Hanako Nagai ,  Boon Keng Lim ,  Gun-ichi Kobayashi

    IPC分类号： B08B7/00 ,  C09D5/20 ,  B08B7/04

    CPC分类号： B08B7/0014

    摘要： A method for cleaning structural surface 1 by forming a substratum membrane 17a thereon through application and drying of a thin layer 16 of aqueous solution 5 of membrane-forming polymer 2 on a structural surface, spreading a fibrous reinforcing member 15 on the thin layer 16 before drying or the substratum membrane 17a after dried, and applying the aqueous solution 5 on the outer surface of the reinforcing member 15 while wetting it in such a manner that, upon drying, an overlying membrane 17b integral with both the substratum membrane 17a and the reinforcing member 15 is formed so as to generate a multi-layer membrane 18 having the substratum and overlying membranes sandwiching the reinforcing member. After causing foreign matters on the structural surface 1 to adhere onto the substratum membrane 17a, the multi-layer membrane 18 is peeled off from the structural surface 1.

    摘要翻译： 通过在结构表面上施加和干燥成膜聚合物2的水溶液5的薄层16，通过在其上形成基膜17a来清洁结构表面1的方法，将纤维增强构件15铺展在薄层16上 干燥后的干燥或底膜17a，并且将水溶液5施加到加强构件15的外表面上，同时使其湿润，使得在干燥时，与基底膜17a和增强体两者一体的上覆膜17b 构件15形成为产生具有夹层加强构件的基底和上覆膜的多层膜18。 在结构面1上产生异物附着在基膜17a上之后，多层膜18从结构面1剥离。

    Cold air supply unit
    8.
    发明授权
    Cold air supply unit 失效
    冷气供应单元

    公开(公告)号：US5823008A

    公开(公告)日：1998-10-20

    申请号：US647941

    申请日：1996-07-19

    申请人： Isao Nikai ,  Motohisa Uda ,  Naoki Shindo ,  Takeshi Fuse

    发明人： Isao Nikai ,  Motohisa Uda ,  Naoki Shindo ,  Takeshi Fuse

    IPC分类号： F24F5/00 ,  F25B9/00 ,  F28D9/00 ,  F28F13/12 ,  F25D9/00

    CPC分类号： F24F5/0085 ,  F25B9/004 ,  F28D9/0037 ,  F28F13/12

    摘要： A mobile cold air supply unit which comprises, as housed in a single casing, an air compressor-expander constituted of an integral combination of a motor, an air compressor and an air expander, an air-to-water heat exchanger and an air-to-air heat exchanger, is furnished in the casing with air tubing for interconnecting the aforesaid components at an air pressure not higher than 5 kg/cm.sup.2, and is provided with a cold air discharge connection, a return air intake connection, a cooling water outlet connection and a cooling water intake connection.

    摘要翻译： PCT No.PCT / JP95 / 02031 Sec。 371日期：1996年7月19日 102（e）日期1996年7月19日PCT提交1995年10月4日PCT公布。 公开号WO96 / 11367 日期：1996年04月18日移动式冷气供给单元，其由容纳在单个壳体内的空气压缩机 - 膨胀机构成，其由电动机，空气压缩机和空气膨胀机的一体组合构成，空气 - 水热 交换器和空气 - 空气热交换器，在壳体中设置有用于在不高于5kg / cm 2的空气压力下将前述部件互连的空气管，并且设置有冷空气排放连接，回气进气口 连接，冷却水出口连接和冷却水进水连接。

    Method of constructing gravity-type marine structure and structure by same
    9.
    发明授权
    Method of constructing gravity-type marine structure and structure by same 失效
    重力式海洋结构和结构的构造方法

    公开(公告)号：US5803668A

    公开(公告)日：1998-09-08

    申请号：US663275

    申请日：1996-09-03

    申请人： Atushi Seki ,  Yoichi Nojiri ,  Kenji Yanagiya ,  Jiro Takase

    发明人： Atushi Seki ,  Yoichi Nojiri ,  Kenji Yanagiya ,  Jiro Takase

    IPC分类号： E02B20060101 ,  E02B17/02 ,  E02B17/00

    CPC分类号： E02B17/027 ,  E02B17/021 ,  E02B2017/0069 ,  E02B2017/0086

    摘要： In case of constructing a gravity-type marine structure at a spot with a comparatively great depth of water, a footing 2 serving as a float is constructed in a dry dock, and a cylindrical body 4 constituting an underwater substructure is constructed on the footing 2 in a shallow sea yard. The cylindrical body 4 is telescopically assembled and an upper cylinder 4C is made to function as a float. Ballast water W.sub.b is filled in the footing 2 at the installing spot with a great depth of water to submerge the footing 2, and a lower cylinder is extended with the upper cylinder 4C as a float. After the footing 2 has landed, the footing 2 and the cylindrical body 4 are charged with a filler, and an upper structure on the sea is constructed on the upper part of the cylindrical body 4. Since the cylindrical underwater substructure is constructed in the telescopic form on the footing serving as the float, a structure adapted for a sea area with a great depth of water is constructed while the stability as the float is easily kept, even in an area incapable of ensuring a quiet coastal area with a great depth of water. In the installing spot with a great depth of water, the buoyancy and gravity are utilized to easily extend the structural body without any large-scale driving apparatus, and a huge structure is easily installed in a submerged state.

    摘要翻译： PCT No.PCT / JP93 / 01836 Sec。 371日期1996年9月3日 102（e）1996年9月3日PCT 1993年12月17日PCT PCT。 公开号WO95 / 16829 日期1995年6月22日在水深较大的地方构造重力型海洋结构的情况下，在干坞上构成作为浮子的基脚2，构成水下子结构的圆筒体4 在浅海码头的基础上建造。 圆柱形主体4可伸缩地组装，并且使上缸4C用作浮子。 压载水Wb在安装地点的足底部分2处填充有大量的水以淹没基脚2，并且下部气缸以上部气缸4C作为浮子延伸。 在基脚2着陆之后，底脚2和圆筒体4装有填料，海底的上部结构构造在圆柱体4的上部。由于圆柱形水下结构构造在伸缩臂 形成为浮动的基础，构建适应海水深度较大的海域的结构，而浮力稳定性容易保持，即使在不能确保具有较大深度的安静的沿海地区 水。 在水深很大的安装点，利用浮力和重力轻松地延伸结构体而无需任何大型驱动装置，并且在沉没状态下容易安装巨大的结构。

    Method of manufacture of a concrete-filled steel bearing wall
    10.
    发明授权
    Method of manufacture of a concrete-filled steel bearing wall 失效
    混凝土填充钢轴承墙的制造方法

    公开(公告)号：US5653082A

    公开(公告)日：1997-08-05

    申请号：US502143

    申请日：1995-07-13

    申请人： Taizo Shinoda ,  Yutaka Okuda ,  Hisashi Sekimoto ,  Shigeyuki Akimoto ,  Eiji Kokubo ,  Kazuo Nakanishi ,  Tadafumi Asamura ,  Akio Yabuuchi ,  Ippei Matsuo ,  Kiyoshi Hara

    发明人： Taizo Shinoda ,  Yutaka Okuda ,  Hisashi Sekimoto ,  Shigeyuki Akimoto ,  Eiji Kokubo ,  Kazuo Nakanishi ,  Tadafumi Asamura ,  Akio Yabuuchi ,  Ippei Matsuo ,  Kiyoshi Hara

    IPC分类号： E04B1/16 ,  E04B2/86 ,  G21C13/024 ,  G21C13/093 ,  E04B1/30

    CPC分类号： G21C13/093 ,  E04B1/161 ,  G21C13/024 ,  E04B2/8635 ,  E04B2/8647 ,  G21Y2002/302 ,  G21Y2004/301 ,  Y02E30/40

    摘要： Disclosed is a concrete-filled steel bearing earthquake resistant wall which shows combined resistance to shearing forces exerted in the surface plane of an earthquake resistant wall. The wall comprises connecting members 1, a pair of surface steel plates 2 and 2' which are arranged in a parallel relationship to each other and secured by the connecting members 1 so that each space between these surface steel plates 2 is filled with the wall unit concrete 7, and wall unit periphery binding steel reinforcements 8 constructed from inverted U-shaped steel bars or similar material and arranged along the peripheral part of the wall unit concrete 7 at predetermined intervals so as to be fixed to said concrete 7. In addition, the slippage preventing members 6 are arranged in a staggered arrangement on the aforementioned surface steel plates 2 and 2'. Finally, belt-shaped steel members 11 are attached to the top of the connecting members 1 which are planted on one side of the surface steel plates 2, and the other surface steel plate members 2' are connected by plug welding to said belt-shaped steel members 11.

    摘要翻译： 公开了一种混凝土填充钢轴承抗震墙，其显示了结合抵抗施加在抗震墙表面的剪切力。 该壁包括连接构件1，一对表面钢板2和2'，它们彼此平行地布置并且被连接构件1固定，使得这些表面钢板2之间的每个空间被壁单元 混凝土7和由倒置的U形钢筋或类似材料构成的壁单元周边装订钢筋8，并以预定间隔沿着墙单元混凝土7的周边部分布置，以便固定到所述混凝土7.另外， 防滑构件6在上述表面钢板2和2'上以交错排列布置。 最后，将带状钢构件11安装在连接构件1的顶部上，该连接构件1被种植在表面钢板2的一侧，而另一个表面钢板构件2'通过插塞焊接连接到所述带状 钢构件11。