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    • 85. 发明申请
    • ANCHORAGE DEVICE
    • 安装装置
    • WO2010047634A1
    • 2010-04-29
    • PCT/SE2009/000466
    • 2009-10-20
    • BENNITZ, AndersTÄLJSTEN, BjörnCOWI A/SSCHMIDT, Jacob, W.
    • BENNITZ, AndersTÄLJSTEN, BjörnSCHMIDT, Jacob, W.
    • E04C5/12F16G11/04
    • E04C5/122E04C5/127F16G11/105
    • The present invention relates to an anchorage device, preferably for fibre composite rods (S), which anchorage device comprises a sleeve (1), with an internal conical space (5), and an at least partly conical wedge element (7) which comprises a central duct (10), whereby in an operative state of the anchorage device the wedge element (7) is accommodated in the sleeve (1) and the fibre composite rod (S) is accommodated in the central duct (10), which wedge element (7) is provided with a first groove (11) which has an extent in both axial and radial directions relative to a central axis (C2-C2) of the wedge element (7), which first groove (11) breaks through to the central duct (10). Distinguishing features of the anchorage device according to the present invention are that the wedge element (7) is provided with at least one second groove (12) which has an extent in both radial and axial directions relative to the central axis (C2-C2) of the wedge element (7), and that there is a first material zone (14) between the central duct (10) and the bottom of the second groove (12).
    • 本发明涉及一种锚固装置,优选地用于纤维复合杆(S),该​​锚固装置包括具有内圆锥形空间(5)的套筒(1)和至少部分锥形的楔形元件(7),所述楔形元件 中心管道(10),其中在锚固装置的操作状态下,楔形元件(7)容纳在套筒(1)中,并且纤维复合材料杆(S)容纳在中心管道(10)中,该楔形件 元件(7)设置有相对于楔形元件(7)的中心轴线(C2-C2)在轴向和径向方向上具有一定程度的第一凹槽(11),该第一凹槽(11)突破到 中心导管(10)。 根据本发明的锚固装置的区别特征在于楔形元件(7)设置有至少一个第二凹槽(12),该凹槽在径向和轴向方向上相对于中心轴线(C2-C2) 并且在中心管道(10)和第二凹槽(12)的底部之间存在第一材料区域(14)。
    • 86. 发明申请
    • PSC GIRDER WITH MAIN AND AUXILIARY ANCHORAGES FOR MAINTENANCE
    • 主要和辅助锚固装置的PSC GIRDER维护
    • WO2009066877A1
    • 2009-05-28
    • PCT/KR2008/006299
    • 2008-10-24
    • WOO KYOUNG CONSTRUCTION CO., LTDNO, Yun KeunNO, Yok GeunNO, Sil Geun
    • NO, Yun KeunNO, Yok GeunNO, Sil Geun
    • E01D2/00
    • E01D22/00E01D2101/28E04C3/26E04C5/122
    • A PSC girder with main and auxiliary anchorages for maintenance is provided, which includes: a concrete anchorage block for maintenance 20 having a substantially trapezoid shape seen from a plan view of the concrete anchorage block far maintenance and attached to each of both side ends of the PSC girder at the time of manufacturing the PSC girder; a main anchorage for maintenance using a PS steel material and disposed at a lower portion of the concrete anchorage block for maintenance; and an auxiliary anchorage for maintenance using a non-removable PS steel material and disposed at an upper portion of the concrete anchorage block for maintenance so that frequent retension of the PS steel material under loading can be enabled and the PS steel material can be replaced with a new PS steel material.
    • 提供了具有用于维护的主和辅助锚固件的PSC梁,其包括:具有大致梯形形状的维护用混凝土锚固块20,其从所述混凝土锚固块的俯视图可见,并且附接到所述两侧的每个侧端 PSC大梁制造时的PSC大梁; 使用PS钢材进行维护的主要锚固件,并设置在混凝土锚固块的下部进行维护; 以及用于使用不可拆卸的PS钢材料进行维护的辅助锚固件,并且设置在混凝土锚固块的上部以进行维护,使得能够使PS钢材在加载下频繁地延长,并且可以将PS钢材料替换为 一种新的PS钢材料。
    • 88. 发明申请
    • ANCHOR WEDGE CONFIGURATION FOR TENDON ANCHORS
    • 锚固锚的锚固配置
    • WO2006062659A2
    • 2006-06-15
    • PCT/US2005/040537
    • 2005-11-09
    • HAYES SPECIALTY MACHINING, LTD.
    • HAYES, Norris, O.DRAGINIS, Randy
    • E04C5/08
    • E04C5/122E04C5/127
    • A wedge for a tendon retaining anchor includes at least two circumferential wedge segments adapted to be placed on an exterior of a tendon. The wedge segments have an exterior surface adapted to cooperate with a receiving bore of a load transfer device and an interior surface having gripping elements thereon. A circumferential dimension of the wedge segments is selected so that a total uncompressed gap between circumferential ends of the wedge segments when the segments are applied to an exterior surface of the tendon is at most about 2.4 times a height of the gripping elements. In another aspect, a tendon retaining system includes an anchor having a wedge receiving bore and wedge segments adapted to cooperate with the wedge receiving bore. The wedge segments include gripping elements on an interior surface thereof. The system includes a device adapted to limit lateral compression of the wedge segments.
    • 用于腱保持锚的楔子包括适于放置在腱的外部上的至少两个周向楔形段。 楔形段具有适于与负载传递装置的接收孔和其上具有夹紧元件的内表面配合的外表面。 选择楔形段的周向尺寸,使得当将段施加到腱的外表面上时,楔形段的圆周端之间的总未压缩间隙为夹持元件的高度的至多约2.4倍。 另一方面,腱保持系统包括具有楔接收孔和适于与楔接收孔配合的楔段的锚。 楔形部分包括在其内表面上的夹紧元件。 该系统包括适于限制楔形段的横向压缩的装置。
    • 90. 发明申请
    • METHOD AND APPARATUS FOR INSTALLING A MULTI-STRAND ANCHORAGE SYSTEM
    • 用于安装多条锚固系统的方法和装置
    • WO1997031167A1
    • 1997-08-28
    • PCT/US1997002475
    • 1997-02-14
    • SORKIN, Felix, L.
    • E04C03/10
    • E04C5/122
    • An anchorage apparatus (10) for a multi-strand anchorage system including an anchor plate (12) having a front side (22) and a back side (20), a plurality of tendon-receiving passageways (14, 16) formed in the anchor plate (12), and a hole (18) formed in the anchor plate (12) and extending so as to open on the front side (22) and back side (20) of the anchor plate (12). Each of the tendon-receiving passageways (14, 16) opens on the front side (22) and opens on the back side (20) of the anchor plate (12). Each of the tendon-receiving passageways (14, 16) tapers so as to have a narrow diameter adjacent the back side (20) of the anchor plate (12) and a wide diameter adjacent the front side (22) of the anchor plate (12). The hole (18) is an unmachined cast hole.
    • 一种用于多股锚固系统的锚固装置(10),包括具有前侧(22)和后侧(20)的锚板(12),多个腱接收通道(14,16) 锚定板(12)和形成在锚板(12)中并在锚板(12)的前侧(22)和后侧(20)上开口的孔(18)。 每个腱接收通道(14,16)在前侧(22)上开口,并在锚板(12)的后侧(20)上开口。 每个腱接收通道(14,16)逐渐变细,以便具有邻近锚定板(12)的后侧(20)的窄直径,并且与锚板的前侧(22)相邻的宽直径 12)。 孔(18)是未加工的铸孔。