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    MOMENT RESISTING BI-AXIAL BEAM-TO COLUMN JOINT CONNECTION
    1.
    发明公开
    MOMENT RESISTING BI-AXIAL BEAM-TO COLUMN JOINT CONNECTION 审中-公开
    抵抗双重横梁 - 柱连接

    公开(公告)号：EP3241952A1

    公开(公告)日：2017-11-08

    申请号：EP17167418.7

    申请日：2017-04-20

    Applicant: MiTek Holdings, Inc.

    Inventor： HOUGHTON, David L. ,  HUYNH, Quang Minh ,  RAFEZY, Behzad ,  ADAMS, Jared J

    IPC: E04B1/24

    CPC classification number: E04B1/1912 ,  B23K2201/28 ,  E04B1/2403 ,  E04B1/30 ,  E04B2001/1957 ,  E04B2001/1993 ,  E04B2001/2406 ,  E04B2001/2415 ,  E04B2001/2418 ,  E04B2001/2454 ,  E04B2001/2478

    Abstract: A prefabricated column assembly includes a hollow tubular column having a longitudinal axis. A gusset plate assembly includes a plurality of gusset plates connected to the column and extending laterally outward from the column in planes generally parallel to the longitudinal axis of the column. A first pair of the gusset plates extends laterally outward from the column along a first axis and defines a space for receiving an end portion of a first beam for mounting the first beam on the first pair of gusset plates. A second pair of the gusset plates extends laterally outward from the column along a second axis that is nonparallel and non-coincident with the first axis. The second pair of gusset plates defines a space for receiving an end portion of a second beam for mounting the second beam on the second pair of gusset plates to provide a bi-axial joint connection.

    Abstract translation: 预制柱组件包括具有纵向轴线的中空管状柱。 角撑板组件包括多个角撑板，所述多角撑板连接到立柱并且在大致平行于立柱纵轴的平面内从立柱侧向向外延伸。 第一对角撑板沿着第一轴从柱横向向外延伸，并限定用于接收第一梁的端部的空间，以将第一梁安装在第一对角撑板上。 第二对角撑板沿着与第一轴线不平行且不重合的第二轴线从柱横向向外延伸。 第二对角撑板限定用于接收第二梁的端部的空间，以用于将第二梁安装在第二对角撑板上以提供双轴接头连接。

    VERFAHREN UND VORRICHTUNG ZUR LASERBEARBEITUNG VON MONOLITISCHEN STRUKTUREN FÜR WÄGETECHNISCHE ANWENDUNGEN
    3.
    发明公开
    VERFAHREN UND VORRICHTUNG ZUR LASERBEARBEITUNG VON MONOLITISCHEN STRUKTUREN FÜR WÄGETECHNISCHE ANWENDUNGEN 审中-公开
    用于称量应用的单层结构激光加工的方法和装置

    公开(公告)号：EP3228417A1

    公开(公告)日：2017-10-11

    申请号：EP17162860.5

    申请日：2017-03-24

    Applicant: Wipotec Wiege- und Positioniersysteme GmbH

    Inventor： Rübel, Andreas ,  Schulzki, Alexander ,  Gottfriedsen, Jan ,  Herrmann, Dr. Thomas

    IPC: B23K26/08 ,  B23K26/10 ,  B23K26/362 ,  B23K26/40 ,  G01G7/02 ,  G01G23/36 ,  B23K101/20 ,  B23K101/28

    CPC classification number: B23K26/362 ,  B23K26/0876 ,  B23K26/106 ,  B23K26/40 ,  B23K2201/20 ,  B23K2201/28 ,  G01G7/02 ,  G01G21/244

    Abstract: Die Erfindung betrifft ein Verfahren zur Laserstrahlbearbeitung von monolithischen Strukturen (B) für wägetechnische Anwendungen, bei dem ein von außen auf die Struktur gerichteter Laserstrahl (L') zur materialabtragenden Bearbeitung auf eine Schar von Zielpunkten (P1, P2, ...) der Struktur (B) gelenkt wird. Das Verfahren umfasst die folgenden Schritte: Einführen eines Bearbeitungskopfes (K) in eine sich in Z-Richtung in die Struktur (B) ersteckenden Ausnehmung (A), Einleitung eines Laserstrahls (L') in den Bearbeitungskopf (K), Umlenkung des Laserstrahls (L') durch Umlenkmittel (U), so dass der umgelenkte Laserstrahl (L) einen Zielpunkt (P1, P2, ...) erreicht, wobei der Bearbeitungskopf (K) in Z-Richtung verfahren und/oder eine in Z-Richtung verlaufende Schwenkachse geschwenkt wird.

    Abstract translation: 本发明涉及用于整体结构（B）的激光束加工过程用于称重，其中来自外部的涉及用于材料加工的激光束（L“）的结构上的一组目标点的应用程序（P1，P2，...）的结构的 （B）被操纵。 该方法包括以下步骤：在该结构中插入的加工头（K）在Z方向上（B）ersteckenden凹部（A）的激光束的加工用头（K）（L“），偏转的激光束的导言（ L“）（通过偏转U），使偏转的激光束（L）到达目的地点（P1，P2，...），其特征在于，所述加工头在Z方向上和/或在Z方向上延伸的轴线移动（K） 旋转轴旋转。

    WIRE ROD FOR I-TYPE OIL RING, AND ITS MANUFACTURING METHOD
    5.
    发明公开
    WIRE ROD FOR I-TYPE OIL RING, AND ITS MANUFACTURING METHOD 有权
    WALZDRAHTFÜRÖLRINGVOM TYP I SOWIE DESSEN HERSTELLUNGSVERFAHREN

    公开(公告)号：EP2169281A4

    公开(公告)日：2016-11-09

    申请号：EP08765428

    申请日：2008-06-11

    Applicant: HITACHI METALS LTD

    Inventor： OCHIAI MASANORI ,  SASAKI MAKOTO ,  SATOH TOMOYUKI

    IPC: F16J9/06 ,  B23K26/00 ,  B23K26/14 ,  B23K26/16 ,  B23K26/354 ,  B23K31/02 ,  B23K37/08 ,  F02F5/00

    CPC classification number: B23K26/384 ,  B23K26/0006 ,  B23K26/0072 ,  B23K26/0081 ,  B23K26/14 ,  B23K26/16 ,  B23K26/354 ,  B23K37/08 ,  B23K2201/10 ,  B23K2201/26 ,  B23K2201/28 ,  B23K2203/04 ,  B23K2203/05 ,  B23P15/065 ,  F02F5/00 ,  F16J9/062

    Abstract: Provided is a wire rod for an I-type oil ring, which includes right and left rail portions and a web portion connecting the rail portions, which has an oil hole or a molten through hole formed in the web portion, and which has a circumscribing circle diameter of 10 mm or less in its transverse contour. The molten through hole has such a remolten portion formed on its exit side as encloses the exit of the molten through hole. The remolten portion exceeds such a molten portion in the transverse section along the center of the molten through hole as is formed in the molten through hole, and is formed to have 200 µm or less from the outer circumference of the molten through hole and 100 µm or less in the depth direction of the molten through hole.

    Abstract translation: 本发明提供一种用于I型油环的线材，其包括左右轨道部分和连接轨道部分的腹板部分，其具有形成在腹板部分中的油孔或熔融通孔，并且具有外接 圆直径为10mm以下的横向轮廓。 熔融通孔在其出口侧形成有包围熔融通孔的出口的这样的再熔化部分。 在熔融通孔中形成的沿着熔融通孔的中心的横截面中的再熔化部分超过这样的熔融部分，并且从熔融通孔的外周形成为200μm以下， 或更小的熔融通孔的深度方向。

    WELDED MATERIAL MANUFACTURING METHOD AND WELDING JIG
    6.
    发明公开
    WELDED MATERIAL MANUFACTURING METHOD AND WELDING JIG 有权
    方法焊接设备和焊接装置

    公开(公告)号：EP2937169A4

    公开(公告)日：2016-08-31

    申请号：EP12890193

    申请日：2012-12-19

    Applicant: MITSUBISHI HEAVY IND LTD

    Inventor： KATO YOSHINORI

    IPC: B23K20/12 ,  B61D17/00

    CPC classification number: B23K20/126 ,  B23K20/1225 ,  B23K20/1245 ,  B23K20/125 ,  B23K2201/28

    Abstract: The welded material manufacturing method is provided with: a process for preparing a welding jig, which is disposed so as to straddle a line extended from the abutment line of the abutting parts of two plates and supports an end tab from a position that intersects with said extension line, and in which a groove, which is disposed along the extension line and through which a first shoulder can pass, and an open section, which faces said groove, are formed; a process for disposing the plates to abut against each other; a process for disposing the welding jig on an end of the abutment line; a process for setting an end tab on the welding jig and positioning said end tab with respect to the plates; a process for disposing the first shoulder and a probe connected to the first shoulder in a position that is on the groove side of the extension line; a process for disposing a second shoulder in a position corresponding to the first shoulder and the probe; a process for connecting the second shoulder to the probe so as to interpose the end tab between the first shoulder and the second shoulder; and a process for executing the friction stir welding.

    FLANGE JOINT FOR STRUCTURAL MEMBER
    8.
    发明公开
    FLANGE JOINT FOR STRUCTURAL MEMBER 审中-公开
    FLANSCHVERBINDUNGFÜREIN STRUKTURELEMENT

    公开(公告)号：EP2319648A1

    公开(公告)日：2011-05-11

    申请号：EP08765486.9

    申请日：2008-06-11

    Applicant: Mitsubishi Heavy Industries, Ltd.

    Inventor： NUMAJIRI, Tomohiro

    IPC: B23K9/00 ,  E04B1/58 ,  F03D11/04

    CPC classification number: B23K31/02 ,  B23K33/004 ,  B23K2201/28 ,  B23K2203/04 ,  E04B2001/2415 ,  E04B2001/2442 ,  E04B2001/2448 ,  E04B2001/2457 ,  E04H12/08 ,  F05B2230/30 ,  F05B2240/14 ,  Y02E10/726

    Abstract: A flange joint for structural members is provided, wherein by avoiding stress concentration at a welded portion, the cross-sectional size can be determined based on the base material strength, and a structure can be reduced in weight and size. In a flange joint (20) for structural members, structural members are connected to each other in a state where an end face (21a), for example, of an H-shaped steel beam (21) is connected to a structural-member-connecting face (22a) of an end plate (22) by welding and a non-connection face (22b) of the end plate (22) is coupled to another structural member. The structural-member-connecting face (22a) of the end plate (22), to which the end face (21a) of the H-shaped steel beam (21) is connected, is provided with recessed grooves (23) along the shape of the welded portion of the end face (21a).

    Abstract translation: 提供了一种用于结构构件的凸缘接头，其中通过避免焊接部分处的应力集中，可以基于基材强度来确定横截面尺寸，并且可以减小重量和尺寸的结构。 在用于结构构件的凸缘接头（20）中，结构构件在例如H形钢梁（21）的端面（21a）连接到结构构件构件的状态下彼此连接， 通过焊接端板（22）的连接面（22a）和端板（22）的非连接面（22b）联接到另一结构构件。 连接有H形钢梁（21）的端面（21a）的端板（22）的结构构件连接面（22a）沿着该形状设置有凹槽（23） 的端面（21a）的焊接部分。

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