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    • 8. 发明申请
    • CLIMBING EQUIPMENT AND CLIMBING METHOD FOR THE CONSTRUCTION OF BUILDINGS
    • 建筑物的爬升装置和爬升方法
    • WO2017072654A1
    • 2017-05-04
    • PCT/IB2016/056400
    • 2016-10-25
    • DESPE S.P.A.
    • PANSERI, GiuseppePANSERI, StefanoPANSERI, Roberto
    • E04G3/28
    • E04G3/28E04G2003/286
    • Climbing equipment (1) for the construction of a building, or building under construction (2), said building under construction (2) comprising a plurality of building floors (3), wherein said climbing equipment (1) comprises at least one scaffold or scaffolding (7), adapted to surround at least partially the perimeter of at least one building floor (3); and wherein said scaffold (7) comprises at least one work platform (8), adapted to form a walkable surface and adapted to project like a cantilever from said scaffold (7) towards said building under construction (2), wherein at least some of said at least one work platform (8) being adapted to close the open space between said scaffold (7) and said building under construction (2); and wherein said climbing equipment (1) further comprises a traction device (10) comprising at least a first portion (11), or first ascending portion (11), integral with said scaffold (7), and at least a second portion (12), or second ascending portion (12), connected to said first portion (11); and wherein said at least a first portion (11) comprises at least a first coupling element (21), and wherein said at least a second portion (12) comprises at least a second coupling element (22), and wherein said first coupling element (21) is adapted to grip a first coupling portion (31) of said building under construction (2); and wherein said second coupling element (22) is adapted to grip a second coupling portion (32) of said building under construction (2); and wherein said first coupling portion (31 ) is arranged at a different level with respect to said second coupling portion (32); and wherein said climbing equipment (1) further comprises a moving system (15), adapted to perform a relative movement between said first portion (11) and said second portion (12) of said traction device (10); and wherein when at least either said first coupling element (21) or said second coupling element (22) is released from the respective coupling portion (31, 32), said moving system (15) is adapted to perform a relative movement between said first portion (11) and said second portion (12) of said traction device (10), so as to move said scaffold (7) by a predetermined movement.
    • (2)中的建筑物(2)的攀登设备(1),所述建筑中的建筑物(2)包括多个建筑地板(3),其中所述攀爬设备( 1)包括至少一个脚手架或脚手架(7),其适于至少部分地围绕至少一个建筑物地板(3)的周边; 并且其中所述支架(7)包括至少一个工作平台(8),所述工作平台适于形成步行表面并且适于从所述支架(7)朝向所述建造中的建筑物(2)像悬臂那样突出,其中至少一些 所述至少一个工作平台(8)适合于关闭所述脚手架(7)和所述建造中的建筑物(2)之间的开放空间; 并且其中所述攀登设备(1)还包括牵引装置(10),所述牵引装置包括与所述支架(7)一体的至少第一部分(11)或第一上升部分(11),以及至少第二部分 )或连接到所述第一部分(11)的第二上升部分(12); 并且其中所述至少第一部分(11)至少包括第一联接元件(21),并且其中所述至少第二部分(12)包括至少第二联接元件(22),并且其中所述第一联接元件 (21)适于夹持正在建造的所述建筑物(2)的第一联接部分(31); 并且其中所述第二联接元件适于夹持正在建造的所述建筑物的第二联接部分。 并且其中所述第一联接部分(31)相对于所述第二联接部分(32)布置在不同的高度上; (10)的所述第一部分(11)和所述第二部分(12)之间的相对运动;以及其中所述攀登设备(1)还包括移动系统(15),适于执行所述牵引装置(10)的所述第一部分(11)和所述第二部分 并且其中当所述第一联接元件(21)或所述第二联接元件(22)中的至少一个从相应联接部分(31,32)释放时,所述移动系统(15)适于在所述第一联接元件 部分(11)和所述牵引装置(10)的所述第二部分(12),以便通过预定运动移动所述脚手架(7)。
    • 10. 发明申请
    • ARRANGEMENT FOR IMPARTING MOTION THROUGH COUNTER-ROTATION OF OPPOSING TERMINATIONS OF ARCHED FLEXIBLE MEMBER
    • 通过反向安装柔性会员终止运动来减少运动的安排
    • WO2013142047A1
    • 2013-09-26
    • PCT/US2013/029250
    • 2013-03-06
    • GARSIDE, Ross
    • GARSIDE, Ross
    • E04G3/28
    • A63B27/00A01G23/08A01M31/02F16H19/025Y10T74/18056
    • An arrangement for imparting translational movement of a load with respect to a columnar structure that takes the form of at least one flexible elastic member (e.g., bungee cord) that is disposed to surround a portion of the structure and a platform coupled to the opposing ends of the flexible elastic member. The platform is used to support the load and the ends of the flexible member are coupled to the platform in a manner such that the ends are free to rotate. Thus, the application of counter-rotational forces to these opposing end terminations will impart a tension to the flexible elastic member that ultimately causes the flexible member to flip over to relieve the tension. By continuing to apply the counter- rotational forces, the flexible member will continue to flip, and progress in translational movement along the columnar structure.
    • 用于赋予负载相对于圆柱形结构的平移运动的布置,所述柱状结构呈现为围绕所述结构的一部分设置的至少一个柔性弹性构件(例如,蹦极绳)的形式,以及联接到所述相对端的平台 的柔性弹性构件。 该平台用于支撑负载,并且柔性构件的端部以使得端部自由旋转的方式联接到平台。 因此,将反向旋转力施加到这些相对的端部端部将给柔性弹性构件施加张力,最终导致柔性构件翻转以减轻张力。 通过继续施加反向旋转力,柔性构件将继续翻转,并且沿着柱状结构的平移运动进行。