公开(公告)号：EP2053181B1

公开(公告)日：2016-06-01

申请号：EP08166430.2

申请日：2008-10-13

申请人： GEOPLAST S.p.A.

发明人： Pegoraro, Massimo ,  Pegoraro, Mirco

IPC分类号： E04G11/46 ,  E04G11/48

CPC分类号： E04G11/46

公开(公告)号：EP1537278A1

公开(公告)日：2005-06-08

申请号：EP03722074.6

申请日：2003-05-27

申请人： University of Western Sydney

发明人： PATRICK, Mark

IPC分类号： E04B5/40 ,  E04G11/44

CPC分类号： E04B5/40 ,  E04G11/46

摘要： A structural steel decking panel for supporting wet concrete and subsequently reinforcing the concrete after it has hardened is disclosed. The decking panel includes an elongate profiled steel sheet (12) having a top side (14) and an underside (16) and a plurality of elongate reinforcing members (20) connected to the sheet. The decking panel is characterised in that the strength of the longitudinal shear connection between the sheet and the reinforcing members is sufficiently high to resist longitudinal shear failure between the reinforcing members and the sheet when the decking panel is subjected to top loading with construction loads and wet concrete.

公开(公告)号：EP0240857A3

公开(公告)日：1989-11-29

申请号：EP87104475.6

申请日：1987-03-26

申请人： Epic Metals Corporation

发明人： Landis, Donald H.

IPC分类号： E04B5/40 ,  E04G11/46

CPC分类号： E04B5/40 ,  E04G11/46 ,  E04G13/04

摘要： A metal "U" shape channel form (22) is used to form a concrete beam (18), and has two laterally opposed outwardly extending horizontally disposed flanges (30) with two supporting areas (32,34) arranged in a stepped fashion for selectively supporting a metal deck (14) or both a metal deck and plywood (58) between the span of adjacently arranged channel forms used to form a slab therebetween, which slab may be composite in that the formed slab (12) integrally includes a metal deck. A "U" shape shoring head (48) of complementary shape to the channel form (22) is mounted on a shoring frame to hold the channel form (22) in place for the pouring of the concrete, and a shoring head (22) can be used with a structural member arranged to support the metal deck of variable spans for slabs of variable dimensions in the available space.

摘要翻译： 使用金属“U”型通道形式（22）形成混凝土梁（18），并且具有两个横向相对的向外延伸的水平设置的凸缘（30），其具有以阶梯式方式布置的两个支撑区域（32,34） 在用于在其间形成板坯的相邻布置的通道形式的跨度之间选择性地支撑金属甲板（14）或金属甲板和胶合板（58）两者，所述板坯可以是复合的，因为所形成的板坯（12）整体地包括金属 甲板。 与通道形式（22）互补形状的“U”型支撑头（48）安装在支撑框架上，以将通道形式（22）保持在适当位置，以便倾倒混凝土;以及支撑头（22） 可以与布置成在可用空间中支撑可变尺寸的板的可变跨度的金属甲板的结构构件一起使用。

公开(公告)号：EP3004481A4

公开(公告)日：2016-11-23

申请号：EP14807425

申请日：2014-06-05

申请人： PARODI FABIO

发明人： PARODI FABIO

IPC分类号： E04B5/32 ,  E02D27/01 ,  E04B5/21 ,  E04B5/36 ,  E04C5/16 ,  E04G9/02 ,  E04G9/08 ,  E04G11/46 ,  E04G15/00 ,  E04G17/00 ,  E04G17/06

CPC分类号： E04G17/00 ,  E04B5/21 ,  E04B5/36 ,  E04C5/168 ,  E04G9/021 ,  E04G9/086 ,  E04G11/46

摘要： A method and apparatus for forming a formwork for a ribbed or waffle concrete slab is provided. The apparatus includes a rectangular block having a ledge around the base, the ledge having a dimension of half the desired width of the base ribs of the concrete slab, and a keystone connector. The keystone connector has an engagement portion configured to attach to an engagement portion on each block. In a method, the blocks are laid out so that the ledges of adjacent blocks are in contact. A keystone connector is then placed at each intersection of four blocks by attaching the respective engagement portions of the keystone connector and each block so that the keystone connector holds each of the four blocks in place relative to one another. The keystone connector is also configured to retain a reinforcing rod laid in the channel between adjacent blocks.

摘要翻译： 提供了一种用于形成用于棱纹或华夫饼混凝土板的模板的方法和装置。 该装置包括具有围绕基座的凸缘的矩形块，所述突出部的尺寸为混凝土板的基座的所需宽度的一半，以及梯形连接器。 梯形连接器具有配置成附接到每个块上的接合部分的接合部分。 在一种方法中，块被布置成使得相邻块的凸缘接触。 然后通过安装梯形连接器和每个块的各个接合部分将梯形连接器放置在四个块的每个交叉处，使得梯形连接器将四个块中的每一个相对于彼此保持在适当位置。 梯形连接器还被构造成保持布置在相邻块之间的通道中的加强杆。

公开(公告)号：EP2053181A2

公开(公告)日：2009-04-29

申请号：EP08166430.2

申请日：2008-10-13

申请人： GEOPLAST S.p.A.

发明人： Pegoraro, Massimo ,  Pegoraro, Mirco

IPC分类号： E04G11/46

CPC分类号： E04G11/46

摘要： Modular formwork (F) for making reinforced concrete ribbed floors, comprising central modular elements (A) suited to rest on a temporary bearing structure, defining the nodes of a grid (E) with square or rectangular meshes, a plurality of joists (B), each one suited to rest and be constrained with its ends (B22) between two of said central modular elements (A) aligned with each other, said joists (B) being arranged in such a way as to define the lines of said grid (E), a plurality of dome-shaped modular elements (C), each one suited to rest on and be constrained to said joists (B) and/or to said central modular elements (A) with its edges (C1), in order to cover each one of said meshes.

摘要翻译： 用于制造钢筋混凝土肋板的模块化模板（F），包括适于搁置在临时轴承结构上的中心模块元件（A），用方形或矩形网格定义网格（E）的节点，多个托梁（B） ，每个适于休息并且被限制在其彼此对准的两个所述中央模块化元件（A）之间的端部（B22）之间，所述托梁（B）以限定所述格栅的线的方式布置（ E），多个圆顶形模块元件（C），每个适合于依次安置在所述托架（B）上和/或与其边缘（C1）一起被约束到所述托梁（B）和/或所述中央模块元件（A））上 覆盖所述网格中的每一个。

公开(公告)号：EP1836364A1

公开(公告)日：2007-09-26

申请号：EP04802370.9

申请日：2004-12-23

申请人： McNamara, Bernard

发明人： McNamara, Bernard

IPC分类号： E04G9/02

CPC分类号： E04G17/047 ,  E04G9/02 ,  E04G11/10 ,  E04G11/46 ,  E04G11/486 ,  E04G17/02 ,  E04G2009/028

摘要： A formwork assembly for casting a concrete structure. The formwork assembly comprises a support member which may support a conventional armature grid if any, and further comprises at least one liquid-tight and load-bearing formwork wall connected to the support member. The formwork wall includes at least two panels each defining a peripheral edging, each one of the panels having at least one first dovetail joint means about its peripheral edging. Each formwork wall also comprises a panel connector having at least two second dovetail joint means, each second dovetail joint means being complementary to the first dovetail joint means of a corresponding panel; wherein each second dovetail joint means of the connector is interlocked with the first dovetail joint means of a corresponding panel to form a dovetail joint therewith, in order for the connector to hold the panels in an edgewisely juxtaposed fashion to form a continuous formwork wall. The formwork assembly further includes a securing member for securing the connector and the panels together, and a supporting structure for supporting the formwork wall in the desired position.

摘要翻译： 用于铸造混凝土结构的模板组件包括用于支撑常规电枢网格的支撑构件，如果有的话，还包括连接到支撑构件的至少一个液密和承载模板壁。 模板壁包括至少两个面板，每个面板围绕其周边边缘限定具有至少一个第一燕尾形接头元件的周边边缘。 每个模板壁还具有具有至少两个第二燕尾接头元件的面板连接器，每个第二燕尾接头元件与相应面板的第一燕尾接头元件互补，并与相应面板的第一燕尾接头元件互锁，以形成 燕尾接头，连接器以平行并列的方式保持面板以形成连续的模板壁。 模板组件包括用于将连接器和面板固定在一起的固定构件和用于支撑模板壁的支撑结构。

公开(公告)号：EP0121744A2

公开(公告)日：1984-10-17

申请号：EP84102289.0

申请日：1984-03-03

申请人： Hünnebeck GmbH

发明人： Markewitz, Wolfgang ,  Schwechheimer, Heinz

IPC分类号： E04G11/40 ,  E04G11/46 ,  E04G13/04

CPC分类号： E04G13/04 ,  E04G11/40 ,  E04G11/46

摘要： Die Schalung zum Herstellen von Unterzügen an Betondecken hat zwei in veränderbarem Abstand voneinander anzuordnende Schalelemente, die jeweils eine etwa senkrecht stehende Schalhaut aufweisen, und mittels Lochraster höheneinstellbare Auflagen für eine horizontal anzuordnende Schalplatte. Die Schalelemente haben einen selbsttragenden, Längsträger enthaltenden Tragrahmen für die Schalhaut und können zu mehreren aneinander anschließend mit einem Verbindungselement hintereinander befestigt werden. Die Verbindungselemente sind als Rahmen ausgebildet, der an seinen beiden Enden jeweils Befestigungselemente zum Befestigen aneinander anstoßender Schalelemente aufweist und auf Stahlrohrstützen aufsetzbar ist. Die Befestigungselemente sind auf horizontalen Abschnitten des Rahmens mittels Lochraster verstell- und einstellbare Schieber.

摘要翻译： 该快门具有两个快门元件，它们被设置成彼此可变的距离，并且每个具有大致垂直的快门皮肤，并且通过一组孔可调节高度的支撑件，用于水平布置的挡板。 遮光元件具有自支撑承载框架，其包含用于挡板皮肤的纵向梁，并且可以通过连接元件一个固定在另一个之上，以形成多个相邻的挡板元件。 连接元件构造为框架，在其两端各具有固定元件，用于固定相互邻接的隔板元件并可安装在管状钢支架上。 固定元件是可以通过一组孔来调节和设置在框架的水平部分上的滑块。

公开(公告)号：EP0049599A1

公开(公告)日：1982-04-14

申请号：EP81304528.3

申请日：1981-09-30

申请人： Herrick, George

发明人： Herrick, George

IPC分类号： E04G11/46

CPC分类号： E04G11/50 ,  E04G11/38 ,  E04G11/46 ,  E04G21/12

摘要： The method includes assembling a supporting structure (10) at a predetermined level and laying a plurality of elongated forming members (14) of substantially rectangular cross section across the supporting structure in parallel spaced apart relationship. The forming members (14) have a pair of outwardly projecting shelves one on each of two opposite sides along the entire length of the member. By laying beam plates (20) on the shelves a beam channel (38) is formed by the opposed sides (40, 42) of adjacent forming members (14) and the top surface of the beam plate (20). Spaces between forming members (14) which do not define beam channels are covered by laying elongated bridging plates (22) on the tops of the adjacent spaced apart forming members, the combination of the top surfaces of the forming members (14), the beam channels (38) and the top surfaces of the bridging plates (22) provides the form for a bottom surface of a concrete slab section. Levelling of concrete poured over the combination results in a slab surface having a thin layer of concrete between spaced apart thickened beam portions. Forming the concrete slab in this way reduced the required amount of concrete and hence the weight of the slab.

摘要翻译： 该方法包括组装在预定水平的支撑结构（10），并在间隔开的关系平行铺设跨越支撑结构基本矩形横截面的细长的成形构件（14）的复数。 成形构件（14）有一对向外的突出架各一个沿着构件的整个长度相对两侧的。 通过在货架上铺设束板（20）的光束通道（38）通过形成相邻的构件（14）和梁板（20）的顶面的相对侧（40，42）形成。 （14）形成构件之间的空间即没有限定束通道由铺设在相邻的间隔开的成形构件的顶部细长桥接板（22），所述成形构件的顶面（14）的组合，光束覆盖的 桥接板（22）的通道（38）和顶表面提供用于混凝土板部的底表面的形式。 混凝土的流平倒在组合导致板坯表面具有混凝土的间隔开的加厚部分梁之间的薄层。 以这种方式形成的混凝土板减少混凝土的所需量和因此板坯的重量。

公开(公告)号：EP3298216A4

公开(公告)日：2018-05-16

申请号：EP16795563

申请日：2016-05-20

申请人： LIFTING POINT PRE FORM PTY LTD

发明人： MULLANEY NICHOLAS BRUCE ,  HOWELL JAMES RICHARD

IPC分类号： E04G11/42 ,  E02D27/01 ,  E02D27/32 ,  E04B5/16 ,  E04C5/06 ,  E04G9/00 ,  E04G11/36 ,  E04G11/46

CPC分类号： E02D27/01 ,  E02D27/013 ,  E02D27/016 ,  E04B5/40 ,  E04C5/0604 ,  E04C5/0609 ,  E04C5/0636 ,  E04C5/0645 ,  E04C5/065 ,  E04G11/46

摘要： A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

公开(公告)号：EP1941114A4

公开(公告)日：2013-05-01

申请号：EP06804280

申请日：2006-10-02

申请人： WILIAN HOLDING CO

发明人： PAULEY RANDY ,  WALDSCHMITT THOMAS ,  JENNINGS PAUL

IPC分类号： E04G11/20 ,  E04G9/08 ,  E04G11/40 ,  E04G11/46 ,  E04G11/48 ,  E04G17/00 ,  E04G17/16

CPC分类号： E04G17/16 ,  E04G9/08 ,  E04G11/40 ,  E04G11/46 ,  E04G11/48 ,  E04G17/001