NARROW EDGE LIFTING INSERT
    2.
    发明公开

    公开(公告)号:EP3313769A4

    公开(公告)日:2018-06-20

    申请号:EP16813381

    申请日:2016-05-25

    申请人: MACKAY SIM RODNEY

    发明人: MACKAY SIM RODNEY

    IPC分类号: B66C1/66 E04G15/04 E04G21/14

    摘要: An lifting insert (106), particularly for embedment in the edges of thin concrete elements (11) is disclosed. The insert has a head (120) at one end which has a through aperture for the connection of a co-operating lifting link (1) and another end 121 for embedment within the concrete. The head of the insert has an interior region (150) bounded on each side by an exterior region (160) which extends to the longitudinal edges (124) of the insert. The exterior region is thicker than the interior region and the boundary (155) between the two regions defines an abutment surface (156). The thickness and width of the interior region is dimensioned to allow the lifting link (1) to be connected to the head (120) of the insert and the thickness of the outer region is dimensioned so as to restrict the rotation of the lifting link when a load is applied normal to the axis of the insert, and to effectively transfer the load by a couple developed across the full cross- section of the insert e.g. when tilting the concrete element from a horizontal position to a vertical position.

    RECESS FORMER FOR CONCRETE PANELS
    3.
    发明公开
    RECESS FORMER FOR CONCRETE PANELS 有权
    设备技术凹痕混凝土墙体培训

    公开(公告)号:EP2027343A1

    公开(公告)日:2009-02-25

    申请号:EP07719067.6

    申请日:2007-06-13

    发明人: MACKAY SIM, Rod

    摘要: A recess former (30) is disclosed for use with anchors (35) which are to be cast into a concrete slab (61). The recess former (30) preferably includes a removable plug (36) and preferably rectangular lugs (57) which engage with corresponding apertures in the attachment head (34) of the lifting anchor and prevent the ingress of cement during casting of the slab (61). In addition, flaps (51) are preferably provided on the recess former to prevent the sides of the attachment head (34) from being encased in the concrete. Preferably the former is pivoted between open and closed positions and has a slightly V-shaped base which when abutted against a mold or formwork, urges the recess former into the closed position. Furthermore, a recess former (60-60I) is disclosed which stays behind after the casting and remains embedded in the concrete in order to provide a waterproof membrane between the recess (62) and adjacent reinforcing rods (58, 59, 71) thereby preventing corrosion of the reinforcing rods.

    VOID FORMER
    4.
    发明公开
    VOID FORMER 有权
    用于形成空腔的装置

    公开(公告)号:EP1943071A1

    公开(公告)日:2008-07-16

    申请号:EP06795426.3

    申请日:2006-09-05

    摘要: A void former particularly for use with a lifting anchor cast into a concrete component is of two piece construction comprising a flexible element and a separate body which is substantially rigid. The flexible element is engageable with the head of the lifting anchor and is maintained in position by the rigid body which also acts to maintain the shape of the void during casting. After casting the rigid body is removed from the flexible element to thereby permit the flexible element to be disengaged from the lifting anchor by manipulation. The void former is thereby removable after casting without destruction of the void former and is thereby suitable for repeated use.

    Anchoring member
    6.
    发明公开
    Anchoring member 审中-公开
    固定元件

    公开(公告)号:EP1449985A2

    公开(公告)日:2004-08-25

    申请号:EP04380041.6

    申请日:2004-02-20

    IPC分类号: E04G21/14

    摘要: An anchoring member for hoisting pieces of concrete, cement or the like, of the type consisting in a lost tube inserted in the concrete piece, shaped from a length of tubing of a length smaller than the height of the concrete piece in which it will be inserted, with a rectangle-shaped upper mouth (6). Near the opposite mouth it has a flattening in its wall that shapes two opposite triangle-shaped angular folds (2) defining on the inner surface of the tube two straight edges (3) of a length greater than diameter of said tube, which shape a widening in the flattened area. There are two slight transversal grooves (5) in a perpendicular direction to said widening in the upper zone from this flattened area where the flattening starts.
    The anchoring member is such that the inner surfaces of the triangle-shaped angular folds (2) remain in contact with or near each other along the edges of said folds.
    It is furthermore such that the rectangle-shaped upper mouth has dimensions such that it allows entry in it of the rectangular foot (10) of a hoisting eyebolt (7) and which remains locked inside of the rectangular mouth (6) of the anchoring member when this rectangular foot (10) is turned in a right angle.

    摘要翻译: 用于提升混凝土,水泥或类似物件的锚定构件,其类型包括插入在混凝土件中的丢失的管,其长度小于混凝土件的高度的管子长度 插入,具有矩形上口(6)。 在相对的口附近,它在其壁上具有扁平化,其形成在管的内表面上限定两个长度大于所述管的直径的直边缘(3)的两个相对的三角形角折叠(2),其形成 在扁平化区域扩大。 在平坦化开始的平坦区域中,在与上部区域中的所述加宽部垂直的方向上具有两个微小的横向槽(5)。 锚固构件使得三角形角折叠(2)的内表面沿着所述褶皱的边缘保持与彼此接触或彼此接近。 此外,此外,矩形上口具有使得其允许进入提升吊环螺栓(7)的矩形脚(10)并且保持锁定在矩形嘴(6)内部的尺寸, 当该矩形脚部(10)以直角转动时,该固定构件。

    NARROW EDGE LIFTING INSERT
    10.
    发明公开
    NARROW EDGE LIFTING INSERT 审中-公开
    窄边提升插页

    公开(公告)号:EP3313769A1

    公开(公告)日:2018-05-02

    申请号:EP16813381.7

    申请日:2016-05-25

    IPC分类号: B66C1/66 E04G21/14

    摘要: A lifting insert, particularly for embedment in the edges of thin concrete elements is disclosed. The insert has a head at one end which has a through aperture for the connection of a co-operating lifting link and another end for embedment within the concrete. The head of the insert has an interior region bounded on each side by an exterior region which extends to the longitudinal edges of the insert. The exterior region is thicker than the interior region and the boundary between the two regions defines an abutment surface. The thickness and width of the interior region is dimensioned to allow the lifting link to be connected to the head of the insert and the thickness of the outer region is dimensioned so as to restrict the rotation of the lifting link when a load is applied normal to the axis of the insert, and to effectively transfer the load by a couple developed across the full cross-section of the insert e.g. when tilting the concrete element from a horizontal position to a vertical position.