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1. 发明授权

EP2019882B1 STACKABLE CONCRETE FORMING APPARATUS COMPONENTS 失效
标题翻译： STAPELBARE KOMPONENTENFÜRBETONFORMUNGSGERÄT
公开(公告)号：EP2019882B1
公开(公告)日：2012-05-30
申请号：EP07777012.1
申请日：2007-05-11
申请人： Wilian Holding Company
发明人： MCCRACKEN, Robert
IPC分类号： E02D5/16
CPC分类号： E04G25/06 , E04G25/061 , E04G25/063 , E04G2025/006
摘要： A stackable component for concrete forming systems is described. End plates are secured to opposite ends of a longitudinal element having a round profile that prevents stacking of the components. The end plates nest together and receive for retention the longitudinal element to permit orderly and stable stacking of the components.
摘要翻译：描述了用于混凝土成形系统的可堆叠部件。端板被固定到具有防止部件堆叠的圆形轮廓的纵向元件的相对端。端板嵌在一起并接收用于保持纵向元件，以允许组件的有序且稳定的堆叠。

2. 发明公开

EP0436277A1 Beam member for concrete forming system 失效
标题翻译： StützträgerfürBetonschalungssystem。
公开(公告)号：EP0436277A1
公开(公告)日：1991-07-10
申请号：EP90310737.3
申请日：1990-10-01
申请人： WILIAN HOLDING COMPANY
发明人： McCracken, Robert G.
IPC分类号： B21D47/01
CPC分类号： B21D47/01 , E04C3/09 , E04C3/32 , E04C2003/0413 , E04C2003/0452 , E04C2003/0473 , E04C2003/0478 , E04G11/50 , Y10T29/49632 , Y10T29/49634
摘要： A light-weight, high-strength beam member for use in concrete form assemblies. An end plate (16) is secured by weldment to each end of a pair of channel members (14) arranged in a back-to-back, spaced-apart relation. The channel members (14) include a pair of transversely opposite leg sections (20a, 20b) with inturned terminal edges (22a, 22b) and an interconnecting web section (24). The terminal end portion of the web section (24) is foreshortened (38) by one-half the thickness of an end plate (16). In assembly, an end plate (16) rests against the terminal edge (38) of the web sections (24) and is partially recessed in the leg sections (20a, 20b) and inturned edges (22a,22b) of the channel members (14). Upon welding of the end plates (16) to the channel members (14) a high-strength end connection is created which permits full strength beam assemblies to be constructed by interconnecting end-to-end a plurality of individual beam members.
摘要翻译：一种用于混凝土组合件的重量轻，高强度的梁构件。端板（16）通过焊件固定到以背对背间隔开的关系布置的一对通道构件（14）的每个端部。通道构件（14）包括一对横向相对的腿部（20a，20b），其具有内翻的端部边缘（22a，22b）和互连的腹板部分（24）。腹板部分（24）的末端部分（38）被缩短了端板（16）厚度的一半。在组装中，端板（16）靠在腹板部分（24）的端部边缘（38）上，并且部分地凹入通道构件的腿部（20a，20b）和折边（22a，22b） 14）。在将端板（16）焊接到通道构件（14）上时，产生高强度的端部连接，其允许通过将多个单独的梁构件的端对端互连而构成全强度梁组件。

3. 发明授权

EP2019889B1 METHOD OF ASSEMBLING A SHORE POST LEG ASSEMBLY 失效
标题翻译： VERFAHREN ZUM ZUSAMMENBAUEN EINERBAUSTÜTZE
公开(公告)号：EP2019889B1
公开(公告)日：2015-07-01
申请号：EP07794451.0
申请日：2007-05-01
申请人： Wilian Holding Company
发明人： MCCRACKEN, Robert
IPC分类号： E04G13/04 , E04G25/06
CPC分类号： E04G25/06 , E04G25/061 , E04G25/065 , Y10T29/4984 , Y10T29/49925 , Y10T29/49927 , Y10T29/49929 , Y10T29/49938
摘要： A method of assembling a metal shore post of a concrete forming assembly is disclosed. An outer telescoping tube is provided that has a main section with a first inside diameter and top portion with a section having a second inside diameter reduced relative to the first inside diameter of the outer tube. An inner telescoping tube is inserted for telescopic movement inside the outer tube. After assembly, a pair of pistons are inserted through access holes in the outer tube to provide a crushing force to the inner tube deforming it to create a region of increased diameter that is greater than that of the reduced diameter section but not so large as to prevent telescopic movement of the inner tube inside the outer tube. The increased dimension region thereby prevents accidental separation of the inner tube from the assembly, thereby improving safety and efficiency. Openings are provided in the inner tube in the region being crushed in order to control the region of deformation.
摘要翻译：公开了一种组装混凝土成形组件的金属岸柱的方法。提供外伸缩管，其具有主部分，该主部分具有第一内径和顶部部分，该部分具有相对于外管的第一内径减小的第二内径。插入内伸缩管，用于在外管内伸缩运动。在组装之后，一对活塞通过外管中的进入孔插入，以向内管提供破碎力使其变形，以形成直径增加的区域，其大于直径减小部分的直径，但不大于防止外管内管的伸缩运动。因此，增加的尺寸区域可防止内管从组件意外分离，从而提高安全性和效率。在被压碎的区域中的内管中设置开口，以便控制变形区域。

4. 发明授权

EP1134333B1 Support apparatus 有权
标题翻译：支持设备
公开(公告)号：EP1134333B1
公开(公告)日：2005-02-02
申请号：EP01302282.7
申请日：2001-03-13
申请人： Wilian Holding Company
发明人： McCracken, Robert
IPC分类号： E04G11/48 , E04G7/30
CPC分类号： E04G7/308 , E04G7/307 , E04G11/48

5. 发明公开

EP1061196A3 Spanning member with convoluted web, C-shaped flanges, and end plate (Z beam) 有权
标题翻译：具有卷绕网时，该C形法兰和端板纵向构件
公开(公告)号：EP1061196A3
公开(公告)日：2001-06-06
申请号：EP00301369.5
申请日：2000-02-22
申请人： Wilian Holding Company
发明人： McCracken, Robert G.
IPC分类号： E04C3/07 , E04G11/50
CPC分类号： E04G17/14 , E04C3/07 , E04C2003/0413 , E04C2003/0434 , E04C2003/0452 , E04C2003/0473 , E04G11/50
摘要： A spanning or beam member for use in construction having a pair of opposing C-shaped flanges and a corrugated web. Laterally extended protrusions of the web strengthens the beam member by stiffening the web and increasing the load bearing forces that may be carried by the beam member without crushing. The C-shape of the flanges allows welding of the flanges to the protrusions of the web to reduce the unbraced and unstiffened size of the compression elements to allow for construction of beam members of a given strength out of thinner sheet material. An end plate secures to the opposing flanges and to the corrugated web interposed therebetween, providing a superior means for interconnecting the beam members.

6. 发明公开

EP0900894A3 Spanning member with convoluted web and C-shaped flanges 审中-公开
标题翻译：具有卷绕的卷材和C形凸缘纵向构件
公开(公告)号：EP0900894A3
公开(公告)日：2000-10-04
申请号：EP98306978.2
申请日：1998-09-01
申请人： Wilian Holding Company
发明人： McCracken, Robert G.
IPC分类号： E04C3/07
CPC分类号： E04C3/07 , E04C2003/0413 , E04C2003/0434 , E04C2003/0452
摘要： A spanning or beam member for use in construction having a pair of opposing C-shaped flanges (12,14) and a corrugated web (16). Laterally extended protrusions (18a,18b) of the web strengthens the beam member by stiffening the web and increasing the load bearing forces that may be carried by the beam member without crushing. The C-shape of the flanges allows welding of the flanges to the protusions of the web to reduce the unbraced and unstiffened size of the compression elements to allow for construction of beam members of a given strength out of thinner sheet material.

7. 发明公开

EP0436392A1 Method for bracing a concrete form assembly 失效
标题翻译： Verfahren zum Stutzen von Schalungssystem。
公开(公告)号：EP0436392A1
公开(公告)日：1991-07-10
申请号：EP90314345.1
申请日：1990-12-27
申请人： WILIAN HOLDING COMPANY
发明人： McCracken, L. Scott
IPC分类号： E04G17/14
CPC分类号： E04G17/14 , Y10T29/49623 , Y10T29/49632 , Y10T29/49892 , Y10T29/49948
摘要： A method for bracing a concrete form assembly by the inter-connection of a first beam member (12) and a second beam member (16) by an inclined beam member (20). Each beam member is of a generally rectangular shape in transverse cross section and includes a pair of end plates (52). An adaptor unit (18a,18b) of a right isosceles triangular shape in side elevation is used to connect the inclined beam (20) to the first and the second beam (12,16). The hypotenuse section of a first adaptor unit (18b) is mounted on the first beam (12) and the hypotenuse section of a second adaptor unit (18a) is mounted on the second beam (16). The locations of attachment are selected such that the distance between oppositely facing side sections of the adaptor units (18a,18b) is equal to the length of the inclined beam member (20), which is inserted therebetween. Each end plate (52) of the inclined beam member (20) is bolted to the adjacent side section of an adaptor.
摘要翻译：一种用于通过倾斜梁构件（20）通过第一梁构件（12）和第二梁构件（16）的相互连接来支撑混凝土模板组件的方法。每个梁构件在横截面中具有大致矩形形状，并且包括一对端板（52）。使用侧视图中的右三角形三角形形状的适配器单元（18a，18b）将倾斜梁（20）连接到第一和第二梁（12,16）。第一适配器单元（18b）的斜边部分安装在第一梁（12）上，第二适配器单元（18a）的斜边部分安装在第二梁（16）上。选择附件的位置使得适配器单元（18a，18b）的相对面对的侧部之间的距离等于插入其间的倾斜梁构件（20）的长度。倾斜梁构件（20）的每个端板（52）被螺栓连接到适配器的相邻侧部分。

8. 发明公开

EP2019889A2 SHORE POST LEG ASSEMBLY 失效
标题翻译：方法组件的建设的支持力度
公开(公告)号：EP2019889A2
公开(公告)日：2009-02-04
申请号：EP07794451.0
申请日：2007-05-01
申请人： Wilian Holding Company
发明人： MCCRACKEN, Robert
IPC分类号： E04G13/04
CPC分类号： E04G25/06 , E04G25/061 , E04G25/065 , Y10T29/4984 , Y10T29/49925 , Y10T29/49927 , Y10T29/49929 , Y10T29/49938
摘要： A method of assembling a metal shore post of a concrete forming assembly is disclosed. An outer telescoping tube is provided that has a main section with a first inside diameter and top portion with a section having a second inside diameter reduced relative to the first inside diameter of the outer tube. An inner telescoping tube is inserted for telescopic movement inside the outer tube. After assembly, a pair of pistons are inserted through access holes in the outer tube to provide a crushing force to the inner tube deforming it to create a region of increased diameter that is greater than that of the reduced diameter section but not so large as to prevent telescopic movement of the inner tube inside the outer tube. The increased dimension region thereby prevents accidental separation of the inner tube from the assembly, thereby improving safety and efficiency. Openings are provided in the inner tube in the region being crushed in order to control the region of deformation.

9. 发明公开

EP1134333A1 Shoring post extrusion 有权
标题翻译： Unterstützungsvorrichtung
公开(公告)号：EP1134333A1
公开(公告)日：2001-09-19
申请号：EP01302282.7
申请日：2001-03-13
申请人： Wilian Holding Company
发明人： McCracken, Robert
IPC分类号： E04G11/48 , E04G7/30
CPC分类号： E04G7/308 , E04G7/307 , E04G11/48
摘要： A shoring post (16) for a support apparatus (10) includes an extruded hollow tubular body member having a longitudinal axis and a first, longitudinally extended projection (30) integrally formed with the body member and projecting generally radially outwardly therefrom. The projection includes a profile having a clamping engagement channel (34) running longitudinally on a first side thereof. A second longitudinally extended projection (32) is integrally formed with the body member and projects generally radially outwardly therefrom and is spaced from a second side of the first projection. It also has a profile that is symmetrically reversed from the profile of the first projection (30) about a plane of symmetry that is defined by the longitudinal axis of the body member and a midline between said projections thereby also forming a clamping engagement channel (38) running longitudinally along a first side. A channel (42) that is generally C-shaped in transverse cross-section is formed between the projections (30,32) by the symmetrically reversed profiles of the projections (30,32) along second sides thereof.
摘要翻译：用于支撑装置（10）的支撑柱（16）包括具有纵向轴线的挤压中空管状本体构件和与本体构件一体形成并从其大致径向向外突出的第一纵向延伸突起（30）。凸起包括具有在其第一侧上纵向延伸的夹紧接合通道（34）的轮廓。第二纵向延伸突起（32）与本体构件一体地形成并且从其大致径向向外突出并且与第一突起的第二侧间隔开。它还具有与第一突起（30）的轮廓相对称的轮廓，该轮廓围绕由主体部件的纵向轴线和所述突起之间的中线限定的对称平面，从而也形成夹紧接合通道（38 ）沿着第一侧纵向延伸。通过沿其第二侧的突起（30,32）的对称反转的轮廓，在突起（30,32）之间形成横截面为大致C形的通道（42）。

10. 发明公开

EP1134332A1 Clamp for interconnecting components of shoring apparatus 有权
标题翻译： Anschlussklemme zur Verbindung vonStützenelementen
公开(公告)号：EP1134332A1
公开(公告)日：2001-09-19
申请号：EP01302281.9
申请日：2001-03-13
申请人： Wilian Holding Company
发明人： Jennings, Bob
IPC分类号： E04G11/48 , E04G7/30
CPC分类号： E04G7/307 , E04G7/308 , E04G11/48 , Y10T403/30 , Y10T403/345 , Y10T403/7035
摘要： A clamp (26) for interconnecting two components (16,24) of a support apparatus such as components of a shoring apparatus for concrete forming systems. A clamp member (44) having swing arm (48) is received for pivotal movement in a housing (28) that is secured to one of the components (24). A plurality of flutes (52) disposed at an angle to the pivot axis of the clamp member (44) are received in coacting recesses (54) in the housing (28). Axial movement of the clamp member (44) will pivot the swing arm (48) and a coacting moveable jaw (39) toward a fixed jaw (38) formed in the housing (28) to releasably secure the clamp (26) to the other component (16).
摘要翻译：用于互连支撑装置的两个部件（16,24）的夹具（26），例如用于混凝土成形系统的支撑装置的部件。具有摆臂（48）的夹紧构件（44）被容纳在固定到部件（24）之一的壳体（28）中以枢转运动。以与夹紧构件（44）的枢转轴线成一定角度设置的多个凹槽（52）被容纳在壳体（28）中的共同作用的凹部（54）中。夹紧构件（44）的轴向运动将使摆臂（48）和共同作用的活动夹爪（39）朝向形成在壳体（28）中的固定夹爪（38）枢转，以将夹具（26）可释放地固定到另一个组件（16）。

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