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91. 发明公开

EP3388579A1 FIXING OF STAY CABLE 审中-公开
公开(公告)号：EP3388579A1
公开(公告)日：2018-10-17
申请号：EP17166568.0
申请日：2017-04-13
申请人： VSL International AG
发明人： ANNAN, Rachid , ADDISON, David
IPC分类号： E01D19/14
CPC分类号： E01D19/14
摘要： Method for installing a stay cable between a first connection point and second connection point of a construction comprising the following steps: pulling a first end of the stay cable (3) to the upper fixing point (1); fixing the first end of the stay cable in the fixing device (1); wherein the installation position of the fixing device (1) is changed from a first position to a second position after the first end of the stay cable pulled at least partly to the first connection point and/or after the first end of the stay cable is fixed to the fixing device.

92. 发明授权

EP3004461B1 CABLE ANCHORAGE WITH BEDDING MATERIAL 有权转让
标题翻译：电缆锚结合材料
公开(公告)号：EP3004461B1
公开(公告)日：2017-08-30
申请号：EP14727222.3
申请日：2014-05-30
申请人： VSL International AG
发明人： ANNAN, Rachid , GNÄGI, Adrian
IPC分类号： E01D19/14 , E01D19/16 , E01C5/12
CPC分类号： E01D19/14 , E01D19/16 , E01D21/00 , E04C5/12 , E04C5/122
摘要： A cable anchorage is described for anchoring a cable, for example a stay cable comprising multiple strands (50), against an axial tension force. Each strand (50) is individually sealed in an individual channel (6) of the anchorage against moisture ingress, and each strand (50) may be removed and replaced individually. A tight-fitting elastic annular seal (26) is fitted into a recess (27) in the channel. The annular seal (26) is inserted from the anchor block end (1) of the anchorage.
摘要翻译：描述了用于锚固电缆的电缆锚固件，所述电缆锚固件例如包括多根股线（50）的斜拉索抵抗轴向拉力。每根股线（50）单独密封在锚固件的单个通道（6）中以防止湿气侵入，并且每根股线（50）可以被单独移除和替换。紧配合的弹性环形密封件（26）装配在通道中的凹槽（27）中。环形密封件（26）从锚固件的锚块端部（1）插入。

93. 发明授权

EP2834420B1 METHOD OF PRODUCING GRAVEL COLUMNS 有权
标题翻译：生产砾石柱的方法
公开(公告)号：EP2834420B1
公开(公告)日：2016-10-05
申请号：EP12772982.0
申请日：2012-10-18
申请人： VSL International AG
发明人： HAYE, Olivier
IPC分类号： E02D3/08
CPC分类号： E02D3/08

94. 发明公开

EP3019433A1 ASSEMBLY AND METHOD FOR LIFTING LOADS 有权转让
标题翻译： ANORDNUNG UND VERFAHREN ZUM HEBEN VON LASTEN
公开(公告)号：EP3019433A1
公开(公告)日：2016-05-18
申请号：EP13736533.4
申请日：2013-07-08
申请人： VSL International AG
发明人： HAYNES, Scott , RUSSELL, Guy , ALMEIDA, Romao , HAUK, Thorsten
IPC分类号： B66C23/18 , F03D1/00 , B66C1/10
CPC分类号： B66C1/108 , F03D13/10 , Y02E10/72
摘要： The present invention relates to an assembly (20) for lifting a load element (11, 12, 1A, 1B, 15) from a base region of a construction (1), in particular a tower of a wind turbine, to another region of the construction (1), and/or for lowering the load element (11, 12, 1A, 1B, 15) from said other region of the construction (1) to the base region of the construction (1), the assembly comprising: a platform element (20A) for supporting the load element (11, 12, A, 1B, 15); lifting means for lifting the platform element (20A) from the base region of the construction (1) to said other region of the construction (1) and/or for lowering the platform element (20A) from said other region of the 10 construction (1) to the base region of the construction (1); and a shifting element (27) arranged to be able to change its position with respect to the platform element (20A) in order to move the load element (11, 12, 1A, 1B, 15) in said other region of the construction (1) from a load lifting position on the platform element (20A) to a load installation position on the construction (1), wherein the lifting means are supported by an anchoring assembly (2) able to be secured in the top region of the construction (1) and in that, in the load installation position, the platform element (20A) is disposed at least partly below the top of the construction (1). At the same time, the present invention also relates to a corresponding lifting and/or lowering method.
摘要翻译：本发明涉及一种用于将负载元件（11,12,2A，1B，15）从建筑物（1）的基部区域特别是风力涡轮机的塔架提升到另一区域的组件（20）所述结构（1）和/或用于将所述结构（1）的所述其它区域的所述负载元件（11,12,2A，1B，15）降低到所述结构（1）的基部区域，所述组件包括：用于支撑所述负载元件（11,12，A，1B，15）的平台元件（20A）; 用于将平台元件（20A）从结构（1）的基部区域提升到结构（1）的其他区域和/或用于将平台元件（20A）从所述10构造的其它区域（... 1）到建筑物的基础区域（1）; 以及移动元件（27），其布置成能够相对于所述平台元件（20A）改变其位置，以便移动所述结构的所述另一区域中的所述负载元件（11,12,2A，1B，15） 1）从平台元件（20A）上的负载提升位置到结构（1）上的负载设置位置，其中提升装置由能够固定在结构的顶部区域中的锚定组件（2）支撑，（1），并且在负载安装位置中，平台元件（20A）至少部分地设置在结构（1）的顶部的下方。同时，本发明还涉及相应的提升和/或降低方法。

95. 发明公开

EP2850251A1 RETAINING WALL 有权
标题翻译： STÜTZWAND
公开(公告)号：EP2850251A1
公开(公告)日：2015-03-25
申请号：EP12723423.5
申请日：2012-05-14
申请人： VSL International AG
发明人： KUSUMA, Surya , SCHWARZ, Andreas
IPC分类号： E02D29/02
CPC分类号： E02D29/0233 , B28B7/04 , B28B7/16 , E02D29/02 , E02D29/0266 , E04G15/068
摘要： Void former assembly for casting facing elements (1) for reinforced earth. Anchoring recesses (2) are cast into its rear face (5) so that earth- reinforcing strips can be looped through. The anchoring recesses (2) are each formed as a loop channel (10) having a convex inner surface and a concave outer surface, at least one of which has a radius of curvature which increases from the deepest part of the recess (2) towards the rear face (5). A removable void former assembly and method for casting such facing elements (1) are also described. Because of the varying radius of curvature of the surfaces of the channel, and the rotational and translational withdrawal path of the void formers, the channel (10) can be cast deeper, and with openings (3, 4) which are closer together, than has hitherto been possible using removable void formers.
摘要翻译：用于铸造用于加固地球的元件的空隙前组件。锚固凹槽被浇注到其后表面，使得土体加固条可以环绕。锚固凹槽各自形成为具有凸形内表面和凹形外表面的环形通道，其中至少一个具有从凹部的最深部分向后表面增加的曲率半径。还描述了用于铸造这种面向元件的可移除的空隙成形器组件和方法。由于通道表面的曲率半径以及空心成形器的旋转和平移退出路径，通道可以被铸造得更深，并且与更靠近在一起的开口比迄今为止可能使用可移除的空心成形器。

96. 发明授权

EP2516772B1 METHOD AND SYSTEM FOR EQUALLY TENSIONING MULTIPLE STRANDS 有权
标题翻译： VERFAHREN UND系统ZURGLEICHMÄSSIGENSPANNUNG MEHRERERSTRÄNGE
公开(公告)号：EP2516772B1
公开(公告)日：2015-03-25
申请号：EP09799644.1
申请日：2009-12-24
申请人： VSL International AG
发明人： DOMAGE, Jean-Baptiste
IPC分类号： E04G21/12
CPC分类号： E04G21/12 , E04G2021/128

97. 发明授权

EP2480737B1 METHOD AND STRUCTURE FOR DAMPING MOVEMENT IN BUILDINGS 有权
标题翻译：方法和结构，用于建筑运动损失
公开(公告)号：EP2480737B1
公开(公告)日：2013-05-08
申请号：EP09783411.3
申请日：2009-09-25
申请人： VSL International AG
发明人： LIM, Koi, Kee
IPC分类号： E04H9/02
CPC分类号： E04H9/021 , E04H9/028

98. 发明公开

EP2550400A1 SEALING ARRANGEMENT 有权转让
标题翻译：密封安排
公开(公告)号：EP2550400A1
公开(公告)日：2013-01-30
申请号：EP10710851.6
申请日：2010-03-26
申请人： VSL International AG
发明人： COLLIN DELAVAUD, Thibault , ANNAN, Rachid
IPC分类号： E01D19/14 , E04C5/12
摘要： The present invention relates to a sealing arrangement (202) for a building element comprising tension members. The sealing arrangement (202) is arranged to seal off an internal part of the building element. The sealing arrangement (202) comprises: (a) a first pressing element (500) of rigid material; (b) a transition pad (501) of deformable material; (c) a sealing pad (503) of elastic material; and (d) a second pressing element (505; 507) comprising a rigid layer (507) for pressing the transition pad (501) and the sealing pad (503) against the first pressing element (500). The transition pad (501), the sealing pad (503) and the second pressing element (505; 507) are provided with holes for the tension elements to pass through. When operationally in place, the first pressing element (500), the transition pad (501), the sealing pad (503) and the second pressing element (505; 507) are pressed together.
摘要翻译：本发明涉及一种用于包括张紧构件的建筑构件的密封装置（202）。密封装置（202）被布置成密封建筑元件的内部部分。密封装置（202）包括：（a）刚性材料的第一压制元件（500）; （b）可变形材料的转换垫（501）; （c）弹性材料的密封垫（503）; （d）包括用于将所述过渡垫（501）和所述密封垫（503）压靠在所述第一按压元件（500）上的刚性层（507）的第二按压元件（505; 507）。过渡垫（501），密封垫（503）和第二按压元件（505; 507）设有供张力元件穿过的孔。当操作就位时，第一按压元件（500），过渡垫（501），密封垫（503）和第二按压元件（505; 507）被压在一起。

99. 发明公开

EP2488778A1 METHODS, SYSTEMS AND APPARATUSES FOR SEGMENTAL DUCT COUPLERS 审中-公开
标题翻译：方法，为了进行分段KANALKOPPLER系统和装置
公开(公告)号：EP2488778A1
公开(公告)日：2012-08-22
申请号：EP10824001.1
申请日：2010-10-13
申请人： VSL International AG
发明人： CRIGLER, John, R. , MOUSSA, Michael, R. , YOUNG, James, G.
IPC分类号： F16L21/02
CPC分类号： F16L25/0027 , E04C5/10 , F16L25/0018
摘要： The subject matter disclosed herein relates to methods, systems and apparatuses for segmental duct couplers for use during and after formation of concrete segments. Segmental duct coupling systems can include a number of components for coupling ducts both during and after formation of the concrete segments. In one aspect, the coupling system can include a locking member and forming member disposed between coupling ends of segmental ducts. In another aspect, a coupling system can include a deformable member disposed between coupling ends of ducts cast within pre-cast and match-cast concrete segments.

100. 发明公开

EP2480737A1 METHOD AND STRUCTURE FOR DAMPING MOVEMENT IN BUILDINGS 有权
标题翻译：方法和结构，用于建筑运动损失
公开(公告)号：EP2480737A1
公开(公告)日：2012-08-01
申请号：EP09783411.3
申请日：2009-09-25
申请人： VSL International AG
发明人： LIM, Koi, Kee
IPC分类号： E04H9/02
CPC分类号： E04H9/021 , E04H9/028
摘要： Damping arrangement for low, medium and high-rise structures (1) using bidirectional damping means (5) such as visco-elastic Gensui damping devices, placed between two parallel elements of the structure (1), such as a core (2) and a perimeter column (3), or between two cores. Oscillatory or other flexural or shear deformations of the structure (1) are damped by damping axial movements between the two elements (2, 3), and simultaneously damping orthogonal movements between the two elements (2, 3). Outriggers (6, 7, 8) are used to enhance the axial damping moment, and the bidirectional damping means (5) may be installed in pairs, working in opposition to each other to damp dynamic shear or flexural forces in the orthogonal plane.

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