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    • 1. 发明申请
    • SCAFFOLDING NODE
    • 帧节点
    • WO1997027372A1
    • 1997-07-31
    • PCT/DE1997000100
    • 1997-01-22
    • PERI GMBHSCHWÖRER, Artur
    • PERI GMBH
    • E04G07/30
    • E04G7/307Y10T403/30Y10T403/4645
    • The invention concerns an arrangement for forming a scaffolding node with a cross-strut and a pole from the outer surface of which protrudes at least one projection extending radially to the pole axis. The projection has a recess into which a hook disposed on the strut end can be introduced from above. Disposed on the strut end is a wedge (47) which, in the position which it automatically assumes when the hook (7) has been introduced into the recess (4), protrudes to such an extent from the hook profile, below the recess (4), that it prevents a vertical movement of the strut end upwards through the recess (4). Before the hook (7) is fully introduced into the recess, the lower end of the wedge (47) projects laterally beyond the contour of the hook (7) and comes to rest on the recess edge. As the hook is introduced further into the recess, the lower end of the wedge (47) can be pushed upwards through the edge.
    • 本发明涉及一种装置,用于与横向支撑件的支架接头的形成和看台,在其外表面上延伸的至少一个径向延伸的具有从上面布置在支柱钩子的端部的凹部的定子轴投影被插入,在该 撑杆末端,一个楔(47)布置,在其在所述凹部(4)自动地占用的位置,但下面的凹部的钩(7)的插入之后(4)远离钩子轮廓突出,所述撑杆末端的上下移动后 向上通过所述凹部(4)通过锁,其特征在于,突出的楔的下端(47)来完成引入在所述凹部的钩(7)的侧向超出钩的轮廓之前(7)和来自于所述凹部的边缘的轴承和 可以通过向上的边缘进一步的介绍所述钩的过程中推压。
    • 2. 发明申请
    • STRUCTURE SUPPORT WITH MULTIDIRECTIONAL NODE
    • 结构支持与多方位节点
    • WO1996019626A1
    • 1996-06-27
    • PCT/ES1995000111
    • 1995-10-10
    • DEL CASTILLO CABELLO, Eugenio
    • E04G07/30
    • E04G7/307
    • Applicable to scaffolds, cradlings, shelving and dismountable structures in general, the device comprises a tubular support which incorporates a series of anchoring elements (2) forming the node, which elements have a tubular square configuration with a longitudinal groove through which the fixing element (3) may slide and to which the horizontal bar (4) is welded, the anchoring element being provided with holes (5) drilled at the lower part thereof and through which is introduced the pin (6) forming the articulation of the multidirectional positioning bar (7), the fixing element (3) being provided with a slot through which is introduced a wedge (8) which couples the fixing element (3) to the anchoring element.
    • 该装置一般适用于支架,吊架,搁架和可卸下的结构,该装置包括一个管状支撑件,该管状支架结合了一系列形成该节点的锚定元件(2),该元件具有一个具有纵向槽的管状方形结构,固定元件 3)可以滑动并且水平杆(4)被焊接到其上,锚固元件设置有在其下部钻出的孔(5),并且通过该孔引入形成多向定位杆的铰接的销(6) (7)中,所述固定元件(3)设置有槽,通过所述槽引入将所述固定元件(3)联接到所述锚定元件的楔(8)。
    • 7. 发明申请
    • WEDGE-OPERATED SCAFFOLD JOINT
    • WEDGE-OPERED SCAFFOLD JOINT
    • WO1994016172A1
    • 1994-07-21
    • PCT/CA1994000004
    • 1994-01-07
    • LUBINSKI, Ronald
    • E04G07/30
    • E04G7/307E04G7/32Y10T403/30Y10T403/44
    • A releasable joint connects an upright (10) and a transverse brace (16) in an aluminum scaffold frame. A horizontal aluminum flange (12) is attached to the upright (10) and an aluminum connector (18) to the brace (16). The connector (18) has a mouth (50) which receives the flange (12). A steel wedge (20) is inserted through a vertical passage (52) in the connector (18) and an opening (28) in the flange (12). The opening (28) contains a vertical, planar wedge-seating surface (36) of uniform horizontal cross section. The connector (18) contains a pair of parallel, planar wedge-seating surfaces (54, 56), one above and one below the flange (12). These surfaces (54, 56) extend downwardly and radially outwardly relative to the upright (10) at a predetermined angle relative to vertical and have uniform horizontal cross sections. The wedge (20) has a vertical edge surface (64) that mates with the wedge-seating surface (36) in the opening (28) and a pair of edge surfaces (66, 68) inclined at the predetermined angle and mated with the wedge-seating surfaces (54, 56) in the connector (18). The various mated surfaces slide relative to one another as the wedge (20) is forcefully inserted or released from the joint, reducing wear. The wedge (20) also forces the connector (18) downwardly against the flange (12), during wedge (20) insertion, ensuring that the joint is reliably locked.
    • 可拆卸接头连接铝脚手架框架中的直立(10)和横向支架(16)。 水平铝合金法兰(12)连接到立柱(10)和铝连接器(18)连接到支架(16)上。 连接器(18)具有容纳凸缘(12)的口(50)。 钢楔(20)通过连接器(18)中的竖直通道(52)和凸缘(12)中的开口(28)插入。 开口(28)包含具有均匀水平横截面的垂直的平面楔形座表面(36)。 连接器(18)包含一对平行的平面楔形座表面(54,56),一个在凸缘(12)的上方和下方一个。 这些表面(54,56)相对于立柱(10)以相对于垂直方向以预定角度向下并径向向外延伸并且具有均匀的水平横截面。 楔形件(20)具有垂直边缘表面(64),其与开口(28)中的楔形安置表面(36)配合,并且一对边缘表面(66,68)以预定角度倾斜并与 连接器(18)中的楔形座表面(54,56)。 当楔形件(20)从接头强制地插入或松开时,各种配合的表面相对滑动,从而减少磨损。 在楔(20)插入期间,楔(20)还迫使连接器(18)向下抵靠凸缘(12),确保接头被可靠地锁定。
    • 9. 发明申请
    • SCAFFOLD AS WELL AS METHOD FOR ITS ASSEMBLY
    • SCAFFOLD作为其组装方法
    • WO1997005347A1
    • 1997-02-13
    • PCT/NL1996000298
    • 1996-07-23
    • SGB HOLDINGSVAN OERS, Petrus, Christianus, Johanna, MariaPAPADOPOULOS, Demetrios, GeorgiouGARRITSEN, Alphonsus, Antonius
    • SGB HOLDINGS
    • E04G07/30
    • E04G7/308E04G5/14E04G5/147
    • A scaffold comprises a construction assembly (5) and a frame (3) that is provided with a foot (13). The foot (13) is in an embodiment provided with a stepped opening (25), a first part (27) of which is limited by a wall which forms a supporting surface (29) with which the frame (3) rests on a construction member (15) of the construction assembly (5) when being assembled. The stepped opening (25) comprises further a second part (31) that lies deeper in which the construction member (15) is situated when assembled. When coupling the frame (3) to the construction assembly the frame is placed at an angle to the construction member (15). The frame (3) is then tilted up into a vertical position in which the frame rests with its supporting surface on the construction member (15) and pivots on the construction member (15). In an embodiment the foot (13) is then moved horizontally where the supporting surface is freed from the construction member (15) as a result of which the frame (3) moves downwards with respect to the construction member (15) and coupling is effected.
    • 支架包括构造组件(5)和设置有脚(13)的框架(3)。 脚部(13)在设置有阶梯式开口(25)的实施例中,其第一部分(27)由形成支撑表面(29)的壁限制,框架(3)通过该支撑表面搁置在构造 组装时(5)的构件(15)。 阶梯式开口(25)还包括第二部分(31),其在组装时位于构造构件(15)所在的较深处。 当将框架(3)联接到构造组件时,框架以与构造构件(15)成一定角度放置。 然后,框架(3)向上倾斜到垂直位置,在该垂直位置,框架以其支撑表面搁置在构造构件(15)上并在构造构件(15)上枢转。 在一个实施例中,脚部(13)然后水平地移动,其中支撑表面与构造构件(15)脱离,结果框架(3)相对于构造构件(15)向下移动并且进行联接 。
    • 10. 发明申请
    • A DEVICE FOR A SCAFFOLD
    • 一个SCAFFOLD的设备
    • WO1996006251A1
    • 1996-02-29
    • PCT/NO1995000139
    • 1995-08-21
    • ALUSTAR A/SHUSEBO, MartinSKÖLD, Johnny
    • ALUSTAR A/S
    • E04G07/30
    • E04G7/32E04G7/307
    • A scaffold comprises vertical struts or spires (7) and horizontal struts, which may be jetting out struts, each supported by a diagonal strut (1) which, at each end thereof, is provided with a fastener (2) for connection to rims (6) on horizontal struts and spires (7) in the junction points of the scaffold, and wherein the interconnection between the diagonal strut fastener (2) and the rim (6) is secured by means of a locking means, which may have the shape of a wedge (4) or another interconnecting insertion means, e.g. a bolt, passing through registering hole portions of holes (3', 3'', 5) in diagonal strut fastener (2) and rim (6). One has aimed at providing a pressure force transferring arrangement wherein the wedge (4) is not loaded or is loaded minimally. To this end, the diagonal strut fastener (2) is formed with at least one first land area (10, 10') for resting pressure force transferringly against an opposing, adjacent face portion (7') on a spire (7) and at least one second land area (11) for resting pressure force transferringly against an opposing, adjacent face portion (6') on the rim (6) on the spire (7).
    • 支架包括垂直的支柱或突出物(7)和水平支柱,水平支柱可以是喷射支柱,每个支柱由对角撑杆(1)支撑,该支柱在其每个端部处设置有用于连接到轮辋的紧固件(2) 6)在支架的连接点处的水平支柱和尖顶(7)上,并且其中对角支柱紧固件(2)和边缘(6)之间的互连通过锁定装置固定,锁定装置可具有形状 楔形物(4)或另一互连插入装置,例如, 穿过对角支柱紧固件(2)和轮辋(6)中的孔(3',3“,5)的配准孔部分的螺栓。 一个目的在于提供一种压力传递装置,其中楔形件(4)没有被装载或者被最小化地装载。 为此,对角支柱紧固件(2)形成有至少一个用于将静压力传递抵靠尖塔(7)上的相对的相邻面部分(7')的第一平台区域(10,10'),并且在 至少一个第二陆地区域(11),其用于静止压力力传递抵靠在所述尖塔(7)上的所述轮辋(6)上的相对的相邻面部分(6')。