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1.发明公开Horizontal stiffening diagonal for system scaffolding 审中-公开Horizontale VersteifungsdiagonalefürSystemgerüst
公开(公告)号：EP1785549A1
公开(公告)日：2007-05-16
申请号：EP05077568.3
申请日：2005-11-10
摘要： Stiffening diagonal (2) for the horizontal stiffening of scaffold systems (1), which consist of vertical modular system posts (4) and horizontal modular longitudinal and cross girders (5, 6), wherein the ends (7) are adjusted in a specific inventive way for a direct centric discharge of the pressure forces to said vertical system post (4) and wherein further means are applied of the tensile fixed eccentric connection of the stiffening diagonal (2) with the rosette (3) of the vertical system post.
摘要翻译： 脚手架系统（1）的水平加强的加强对角线（2），其包括垂直模块化系统柱（4）和水平模块化纵向和横向梁（5,6），其中端部（7）被调整为特定 用于将压力直接中心排放到所述垂直系统柱（4）的创造性方式，并且其中另外的装置将加强对角线（2）的拉伸固定的偏心连接与垂直系统柱的玫瑰（3）一起施加。
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公开(公告)号：EP0457377B1
公开(公告)日：1994-11-09
申请号：EP91200665.7
申请日：1991-03-25
CPC分类号： E04G11/483 , E04G25/00 , E04G25/06 , E04G25/061 , E04G25/063 , E04G25/065 , E04G25/066 , Y10T403/7079
摘要： For supporting of formwork in constructing buildings, use is made of steel post shores (props) having a pin 15 with recessed areas thereon. When the prop has to be brought from the loaded to the unloaded position, such pin is changed of position in the prop so as to allow the inner tube to be lowered within the outer tube of the prop. The invention provides a new pin-design such that after assembling the prop it can be clearly seen wether the pin finds itself in the correct position or not. For that purpose, use is made of a pin (15) having a recess (27) and a flattened portion (29); by axial displacement of the pin this portion rests (in fig.2,10) on ring (12) or on inner tube (3) under changing its angular position, which is well visible for the user. Alternativily the cylindrical pin (35) of fig. 4 has two cams (39, 41) resting on ring 12; by axially displacing this pin, it will rotate over 90 DEG and the inner tube (3) will be lowered in the outer tube (1), which position is clearly visible for the user.
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公开(公告)号：EP0234657A2
公开(公告)日：1987-09-02
申请号：EP87200269.6
申请日：1987-02-18
CPC分类号： E04G1/154 , E04G5/16 , E04G7/308 , E04G2001/158
摘要： Scaffolding systems should have the facility of building extensions to it when needed. Yet required extensions, while using the known systems, are not feasible since mounting and dismounting possibilities are not provided for except for mounting and dismounting complete scaffolding floor stages. Intermediate mounting or dismounting cannot be effected while using known systems.
The invention provides for an interlocking scaffolding system which also facilitates unlocking of platforms and flattened end sections 14 of struts 3,4 thereby maintaining all required stability of the cooperating scaffolding parts having been erected.
This is achieved by the the function of angular rotational movement between the interlocking member parts of a joint i and inherent use of special brackets 12 for not only interlockingly clamping platform ends to the bracing frames but also by the additional use of special brackets 12 for interlocking flattened end portions 14 of struts 3,4, each having its own matching opening 15 passing over a recessed protrusion which is welded to the standard or post of the bracing frame, whereafter an interlocking nose or cam member 16, integrally forming part of said matching opening 15 is hooked in, thereby blocking said recess 13. The matching opening 15 is so no longer allowed to give free passage to the protrusion 12 any longer, thereby giving an immediate interlocking function.
For interlocking the platform end sections to special brackets, a similar angular rotation is required while positioning or taking away the platforms, which in their ultimate operational position are automatically interlocked with respect to said brackets.摘要翻译： 在需要的时候，脚手架系统应该具有建筑扩展的功能。 然而，在使用已知系统的同时，所需的扩展是不可行的，因为除了安装和拆卸完整的脚手架平台之外，不提供安装和拆卸的可能性。 使用已知系统时，不能进行中间安装或拆卸。 本发明提供了一种联锁脚手架系统，其还有助于平台和平坦化的支柱3,4的端部部分14的解锁，从而保持已架设的配合的脚手架部件的所有所需的稳定性。 这是通过接头的互锁构件部件之间的角度旋转运动的功能和特殊支架12的固有使用的功能来实现的，不仅将平台端部互锁地夹紧到支撑框架，而且还通过额外使用特殊支架12来互锁平展 支柱3,4的端部14各自具有通过焊接到支撑框架的标准或柱上的凹入突起的自己的匹配开口15，然后形成一体地形成所述匹配开口的一部分的互锁的鼻部或凸轮构件16 15被钩住，从而阻塞所述凹槽13.匹配开口15不再允许给予突出部12更多的自由通道，从而提供立即的互锁功能。 为了将平台端部部分互锁到特殊支架，在定位或取走平台期间需要类似的角度旋转，这些平台在其最终操作位置相对于所述支架自动地互锁。
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4.发明公开Stiffened scaffold system with optimal application possibilities 审中-公开BaugerüstmiterhöhterSteifigkeit
公开(公告)号：EP1731692A1
公开(公告)日：2006-12-13
申请号：EP05076340.8
申请日：2005-06-08
摘要： Scaffold system (1) for executing work on outer walls (18) of buildings (17), which is placed before the mentioned outer wall (18) with an intermediate space, and is constructed of the usual system posts (5, 6) with junctions (14), in between which at a multiple of junction distances, the so called stroke height H, longitudinal and cross girders (7, 8) with floorboards (12) are applied, in which adjustable consoles (3, 4) are mounted to the inner posts (5) for bridging the mentioned intermediate space, in which the number of anchorages (2) in a vertical as well as in a horizontal sense of the scaffold system (1) to the building (17) is strongly lessened in order to simplify the work, in which for the usual loads on the floorboards (12) the inner posts (5) are strengthened vertically with couplable stiffening frames (10, 11) and beneath the floorboards a truss of stiffening diagonals (13) is applied, whilst the mentioned consoles (3, 4) are constructed foldable.
摘要翻译： 用于在建筑物（17）的外壁（18）上执行工作的脚手架系统（1），其被放置在所述外壁（18）之前具有中间空间，并且由通常的系统柱（5,6）构成，具有 连接处（14）之间，在多个连接距离处，施加所谓的行程高度H，具有地板块（12）的纵向和横向梁（7,8），其中安装有可调整的控制台（3,4） 连接到用于桥接所述中间空间的内部柱（5），其中在脚手架系统（1）的垂直方向和水平方向上的锚固件（2）的数量到建筑物（17）被强烈地减小 为了简化工作，其中对于地板（12）上的通常负载，内部柱（5）在可耦合的加强框架（10,11）的垂直方向上被加强，并且在地板下方施加加强对角线（13）的桁架 ，而上述的控制台（3,4）被构造为可折叠的。
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5.发明公开Steel post shore, or prop, for supporting of formwork in constructing buildings 失效StahlrohrstützefürBauschalungen。
公开(公告)号：EP0457377A1
公开(公告)日：1991-11-21
申请号：EP91200665.7
申请日：1991-03-25
CPC分类号： E04G11/483 , E04G25/00 , E04G25/06 , E04G25/061 , E04G25/063 , E04G25/065 , E04G25/066 , Y10T403/7079
摘要： For supporting of formwork in constructing buildings, use is made of steel post shores (props) having a pin 15 with recessed areas thereon. When the prop has to be brought from the loaded to the unloaded position, such pin is changed of position in the prop so as to allow the inner tube to be lowered within the outer tube of the prop.
The invention provides a new pin-design such that after assembling the prop it can be clearly seen wether the pin finds itself in the correct position or not.
For that purpose, use is made of a pin (15) having a recess (27) and a flattened portion (29); by axial displacement of the pin this portion rests (in fig.2,10) on ring (12) or on inner tube (3) under changing its angular position, which is well visible for the user. Alternativily the cylindrical pin (35) of fig. 4 has two cams (39, 41) resting on ring 12; by axially displacing this pin, it will rotate over 90° and the inner tube (3) will be lowered in the outer tube (1), which position is clearly visible for the user.摘要翻译： 对于在建筑物的建造中支撑模板，使用具有在其上具有凹陷区域的销15的钢柱岸（道具）。 当支柱必须从装载到卸载位置时，这种销在支柱中的位置改变，以允许内管在支柱的外管内降低。 本发明提供了一种新的销钉设计，使得在组装支架之后，可以清楚地看出，销子将自身置于正确的位置。 为此，使用具有凹部（27）和平坦部分（29）的销（15）; 通过销的轴向位移，该部分在改变其角位置时在环（12）或内管（3）上搁置（在图2,10中），这对于用户来说是可见的。 替代地，图1的圆柱形销（35） 4具有搁置在环12上的两个凸轮（39,41） 通过轴向移动该销，它将旋转超过90度，并且内管（3）将在外管（1）中降低，该位置对于使用者是清楚可见的。
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公开(公告)号：EP0234657A3
公开(公告)日：1988-06-08
申请号：EP87200269
申请日：1987-02-18
IPC分类号： E04G07/30
CPC分类号： E04G1/154 , E04G5/16 , E04G7/308 , E04G2001/158
摘要： Scaffolding systems should have the facility of building extensions to it when needed. Yet required extensions, while using the known systems, are not feasible since mounting and dismounting possibilities are not provided for except for mounting and dismounting complete scaffolding floor stages. Intermediate mounting or dismounting cannot be effected while using known systems. The invention provides for an interlocking scaffolding system which also facilitates unlocking of platforms and flattened end sections 14 of struts 3,4 thereby maintaining all required stability of the cooperating scaffolding parts having been erected. This is achieved by the the function of angular rotational movement between the interlocking member parts of a joint i and inherent use of special brackets 12 for not only interlockingly clamping platform ends to the bracing frames but also by the additional use of special brackets 12 for interlocking flattened end portions 14 of struts 3,4, each having its own matching opening 15 passing over a recessed protrusion which is welded to the standard or post of the bracing frame, whereafter an interlocking nose or cam member 16, integrally forming part of said matching opening 15 is hooked in, thereby blocking said recess 13. The matching opening 15 is so no longer allowed to give free passage to the protrusion 12 any longer, thereby giving an immediate interlocking function. For interlocking the platform end sections to special brackets, a similar angular rotation is required while positioning or taking away the platforms, which in their ultimate operational position are automatically interlocked with respect to said brackets.
摘要翻译： 在需要时，脚手架系统应具备建造扩建的能力。 然而，在使用已知系统时所需的延伸部分是不可行的，因为除了安装和拆卸完整的脚手架地板阶段之外不提供安装和拆卸可能性。 在使用已知系统时不能进行中间安装或拆卸。 本发明提供了一种互锁式脚手架系统，该系统还便于将支柱3,4的平台和扁平端部14解锁，从而保持已经竖立的协作脚手架部件的所有所需的稳定性。 这通过接头i的互锁构件部分之间的角度旋转运动的功能以及特殊支架12的固有使用来实现，所述特殊支架12不仅将平台端部互锁地夹紧到支撑框架，而且还通过额外使用用于互锁的特殊支架12 扁平的支柱3,4的端部14，每个支柱具有其自己的匹配开口15，该开口15通过焊接到支撑框架的标准或支柱上的凹入突起，此后形成一体形成所述匹配的一部分的互锁鼻或凸轮构件16 开口15被钩住，从而阻挡所述凹槽13.匹配开口15不再允许自由通过突出部12，由此提供立即互锁功能。 为了将平台端部互锁到特定支架，在定位或取走平台时需要类似的角度旋转，平台在其最终操作位置相对于所述支架自动互锁。
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公开(公告)号：EP1662070A1
公开(公告)日：2006-05-31
申请号：EP04078244.3
申请日：2004-11-29
摘要： Scaffold system (1) consisting of, amongst other things, system posts (21,42), longitudinal and cross girder elements (10,11), floor elements (3,3 1 ), adjustable brackets (22) for the mason, especially suitable for stoke height H, being floor heights for residential and office buildings, of approximately 3000mm, in which the posts (21) must be strengthened or stiffened near the outer walls, especially due to the creation of scaffold buffers and higher loads due to storage of building bricks and mortar barrels, with a stiffening construction in the shape of ladder-shaped frames (2,31) or only by an extra post tube (25), which are coupled with a standard post (21,42) or replace this (31), through which, together with a special connection of the floor elements (3,3 1 ) with hook-shaped ends (4,5) the vertical and to a lesser degree horizontal stiffness or strength of the modular scaffold system (1) is enlarged.
摘要翻译： 尤其是系统柱（21,42），纵梁和十字梁元件（10,11），地板元件（3,3 1），用于泥浆的可调节支架（22）的脚手架系统（1） 适合高架高度H，住宅和写字楼的地板高度约为3000mm，其中柱子（21）必须在外墙附近加强或加固，特别是由于脚手架缓冲器的产生和储存的较高载荷 建筑砖和砂浆桶，具有梯形框架（2,31）形状的加强结构，或只有通过额外的柱管（25），与标准柱（21,42）结合或更换 （31），通过该连接件，连接着具有钩状端部（4,5）的地板元件（3,3 1）与模块化脚手架系统（1）的垂直和较小程度的水平刚度或强度的特殊连接 ）被放大。
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8.发明授权
公开(公告)号：EP0535177B1
公开(公告)日：1997-08-20
申请号：EP92905018.5
申请日：1992-01-27
CPC分类号： E04G7/307 , E04G25/06 , E04G25/061 , E04G25/065
摘要： PCT No. PCT/NL92/00019 Sec. 371 Date Sep. 24, 1992 Sec. 102(e) Date Sep. 24, 1992 PCT Filed Jan. 27, 1992 PCT Pub. No. WO92/13156 PCT Pub. Date Aug. 6, 1992.Supporting element for building constructions, comprising an outer tube (3) made of sheet steel, in which an inner tube (1) can be telescoped, the outer tube having ridges (13) intentionally provided by way of deformation and constituting a guide for the inner tube (1). As a result, lateral damages such as dents caused during construction operations may be absorbed by the wider portions of the outer tube (3) without impeding the telescopic capability of the inner tube (1). For coupling this element, a ring (23) is welded to the outer tube (3) which ring has a widened portion (31) at the location of each ridge (13), so that between the tube and the ring a cavity (33) is created which may accommodate the hooked end (35) of a coupling element (37). This end can be locked in that cavity by means of a lever (39) clamped with its end portion (54) against the bottom of the ring (23) by way of a displacing mechanism (41).
摘要翻译： PCT No.PCT / NL92 / 00019 Sec。 371日期：1992年9月24日 102（e）1992年9月24日PCT PCT 1992年1月27日PCT公布。 WO92 / 13156 PCT公开号 日期：1992年8月6日。建筑结构的支撑元件，包括由钢板制成的外管（3），其中内管（1）可以伸缩，外管具有脊部（13），其有意地通过 变形并构成内管（1）的引导件。 结果，在施工作业期间引起的诸如凹陷的横向损伤可能被外管（3）的较宽部分吸收，而不会妨碍内管（1）的伸缩能力。 为了联接该元件，将环（23）焊接到外管（3），该环在每个脊（13）的位置具有加宽部分（31），使得在管和环之间形成空腔（33） ），其可以容纳耦合元件（37）的钩端（35）。 借助于通过移位机构（41）将其端部（54）夹紧在环（23）的底部上的杠杆（39），该端可以锁定在该空腔中。
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公开(公告)号：EP0227151B1
公开(公告)日：1992-07-29
申请号：EP86202129.2
申请日：1986-12-01
IPC分类号： E04G11/48
CPC分类号： E04G11/50 , E04G11/486
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公开(公告)号：EP0227151A2
公开(公告)日：1987-07-01
申请号：EP86202129.2
申请日：1986-12-01
IPC分类号： E04G11/48
CPC分类号： E04G11/50 , E04G11/486
摘要： Various components in use for present different decking systems unfortunately are not fully interchangeable. Form panels in use for form work cannot always be uniformly applied for as e.g. the circumferential panel edges of certain panels of one decking system constitute an obstruction as they cannot be hooked down while using as a replacement in another decking system.
The invention relates to a decking system, comprising longitudinal beams and cross beams which, altogether with decking panels are supported by variable height support standards provided at their top with a drophead unit, wherein at least each drophead at its side facing a beam's end is provided with holding means and also each end of a beam being connectable to said drophead is provided with a hooking means enabling such interconnection.
This can simply take place by a structure enabling the cross beams to be hooked down upon a raised edge provided along both supporting flanges of the longitudinal beams. However such longitudinal beams were unsuitable for supporting panels of another type, because of the presence of the raised edge which constituted an obstruction to the circumferential panel edges. Besides, such edges tend to build a kind of a gutter which is easily clogged by concrete leaking through the abutting joints between an edge of a longitudinal beam and a circumferential edge of a form panel or form sheet.
These disadvantages are removed by the novel decking system providing for uniform use of form panels and sheets which can easily be placed in any known decking system which is provided with the invented means.
According to the invention in a decking system a drophead for supporting said beam's end provision is designed for one or more first accomodating means located between the center line of the drophead and the vertical projection of the external edge of the top plate of said drophead.
Another advantage is obtained in a prefferred embodiment wherein each longitudinal beam on each one of its sides is provided with a supporting flange extending in a direction to the center line and beyond the vertical projection of the top edge of said longitudinal beam.摘要翻译： 不幸的是，用于现在不同甲板系统的各种部件并不完全可互换。 用于成型加工的成型板不能总是均匀地应用于例如钢板。 一个甲板系统的某些面板的圆周面板边缘构成障碍物，因为它们在另一个甲板系统中用作替代物时不能被钩住。 本发明涉及一种甲板系统，包括纵向梁和横梁，其总体上与甲板面板由其顶部设置有落料单元的可变高度支撑标准支撑，其中至少在其侧面面向梁端的每个液滴头 具有保持装置，并且梁的每个端部可连接到所述液压头设置有能够进行这种互连的钩装置。 这可以简单地通过一种结构实现，使得横梁能够沿着沿着纵向梁的两个支撑凸缘设置的凸起边缘钩住。 然而，这种纵向梁不适合用于支撑另一种类型的板，因为存在构成对周向板边缘的阻碍物的凸起边缘。 此外，这种边缘倾向于构成一种沟槽，其容易被混凝土中通过纵向梁的边缘与成形板或成形板的周向边缘之间的抵接接头渗漏而堵塞。 这些缺点通过提供均匀使用形式的板和片材的新型装饰系统来消除，其可以容易地放置在提供有本发明装置的任何已知的甲板系统中。 根据本发明，在甲板系统中，用于支撑所述梁的端部设置的液压头被设计用于位于液滴头的中心线和所述液滴头顶板的外部边缘的垂直突起之间的一个或多个第一容纳装置。 在预先提供的实施例中获得另一个优点，其中每个侧面上的每个纵向梁设置有沿着中心线的方向延伸并且超过所述纵向梁的顶部边缘的垂直突出部的支撑凸缘。
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