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    • 2. 发明申请
    • A SLAB FORMWORK SYSTEM
    • SLAB FORMWORK系统
    • WO2011002271A3
    • 2011-03-31
    • PCT/MY2010000053
    • 2010-04-13
    • KHOO TIAN
    • KHOO TIAN
    • E04G11/38E04C3/02E04G11/50
    • E04G11/50E04G11/38E04G11/48E04G11/486
    • A slab formwork system (100), consisting of a plurality of vertical supports supporting a plurality of panels is provided.characterized in that the slab formwork system (100) includes a plurality of vertical main members (101,102,103) whose height is adjustable by an operator such that each top of the vertical main member (101,102,103) is at the same level when referenced from an imaginary lower horizontal line, at least one primary bearer (301 ), wherein the primary bearer (301 ) is supported by the plurality of vertical main members (101,102,103) wherein each vertical main member (101,102,103) is perpendicular to each primary bearer (301 ), a pair of adjustable struts (246) in each vertical main member (101,102,103), wherein each adjustable strut (246) is diagonally connectable to the vertical main member (101,102,103) and the primary bearer (301), a plurality of height adjustable props (502) connectable perpendicularly to at least one filler panel (410), a plurality of secondary bearers (303) wherein the secondary bearers (303) are disposed perpendicular on top of the primary bearers (301), a longitudinally extendable element (315) connectable to terminal end of the primary bearer (301 ) supported by a plurality of vertical main members (103) and a plurality of panels (407) assembled on top of the secondary bearers (303) to receive concrete wherein each filler panel (410) is disposed between at least two panels (407).
    • 提供了由支撑多个面板的多个垂直支撑件组成的板坯模板系统(100),其特征在于,板坯模板系统(100)包括多个垂直主构件(101,102,103),其高度可由操作者调节 使得当从虚拟的下部水平线,至少一个主承载(301)参考时,垂直主要构件(101,102,103)的每个顶部处于相同的水平,其中主承载(301)由多个垂直主体 (101,102,103),其中每个垂直主构件(101,102,103)垂直于每个主承载件(301),每个垂直主构件(101,102,103)中的一对可调节支柱(246),其中每个可调节支柱(246)可对角地连接到 垂直主构件(101,102,103)和主承载件(301),垂直于至少一个填充板(410)可连接的多个高度可调节道具(502),多个次要花纹 (303),其中所述辅助承载件(303)垂直于所述主承载件(301)的顶部设置;可纵向延伸的元件(315),其可连接到由所述主承载件(301)的末端支撑的多个垂直主构件 (103)和组装在辅助承载器(303)的顶部上以接收混凝土的多个面板(407),其中每个填充板(410)设置在至少两个面板(407)之间。
    • 5. 发明申请
    • SISTEMA DE ENCOFRADO DE LOSAS
    • SLAB FORMWORK系统
    • WO2002084050A1
    • 2002-10-24
    • PCT/ES2001/000133
    • 2001-04-03
    • ULMA C Y E, S. COOP.AROZENA BERGARETXE, Alberto
    • AROZENA BERGARETXE, Alberto
    • E04G11/38
    • E04G11/50E04G11/38E04G11/48E04G11/486
    • El sistema se utiliza para realizar losas en grandes superficies, y es del tipo de los de encofrado por retículas, incluyendo una estructura reticular a base de puntales verticales (1), cabezales de caída (2), vigas principales (3) y vigas transversales (4), apoyadas todas ellas sobre los cabezales (2), determinando las vigas transversales (4) el medio de cierre de la retícula y proporcionado una rigidización a la estructura que permite el montaje de todo el emparrillado y posteriormente el posicionado de todos los paneles de encofrado (5). Los cabezales (2) están constituidos de manera tal que los medios de apoyo de las vigas pueden descender para ocupar una posición de desencofrado y recuperar, antes del fraguado definitivo del hormigón, tanto las vigas como los propios paneles (5). Las vigas longitudinales (3) cuentan con apoyos para los paneles (5), constituidos de manera tal que posibilitan la suspensión en vertical de tales panales (5) en el desencofrado. Las vigas transversales (4) se rematan en un perfil de caucho y similar (12) que determinan un medio de estanqueidad de la retícula, así como de absorción de posibles holguras originadas durante el montaje de los paneles (5).
    • 该系统用于在大表面上生产板坯,所述系统是一种网格模板系统,包括基于垂直柱(1),分头(2),主梁(3)和横梁(4)的网格结构 支持分支头(2)。 横梁(4)限定用于关闭网状物的装置,并为结构提供刚性,从而能够组装格栅工作并随后对模板(5)的所有面板进行定位。 分岔头(2)的构造方式使得梁支撑装置可以向下移动到模板剥离位置,并且在最终混凝土设定之前恢复梁和板(5)。 纵向梁(3)具有用于面板(5)的支撑件,其具有这样的方式构造,使得它们可以在模板的剥离期间使面板(5)垂直悬挂。 横梁(4)以由橡胶等制成的型材(12)端部,其用作网状物的密封元件,并吸收在组件(5)中产生的可能的松动。
    • 6. 发明申请
    • CASSETTE FOR CASTING OF FRAMEWORK
    • 框架铸件铸件
    • WO1984002734A1
    • 1984-07-19
    • PCT/SE1983000487
    • 1983-12-30
    • DOBEL ABSTALBYGGNADSINSTITUTETINGVARSSON, Lars, IngvarRAMSDEN, Jonathan, Anthony
    • DOBEL ABSTALBYGGNADSINSTITUTET
    • E04G11/38
    • E04B5/40
    • A framework cassette of thin sheet intended to be joined to adjacent cassettes so as to constitute a lost form when casting concrete framework and co-operating with the concrete in the finished framework as regards the absorption of forces. It consists of a rectangular bottom (11) along the two longitudinal sides of which edge beam sections are bent up. These edge beam sections consist in part of an upper, horizontal flange (5), a vertical web (3) with bulges (8) and furthest down a sleeve (6). On the sleeves (6) and between them is located a top section (9) which is also secured to them. The space between the top section (9) and bottom of the cassette can be filled with insulation or used for installation material (14). The concrete is cast over the top section (9) and between the webs (3).
    • 一种薄板的框架盒,用于连接到相邻的盒体,以便在浇铸混凝土框架并与完成的框架中的混凝土合作以形成关于吸力的混合物时的失落形式。 它包括沿着两个纵向侧面的矩形底部(11),边缘梁部分向上弯曲。 这些边缘梁部分由上部水平凸缘(5),具有凸起(8)并且最远向下的套筒(6)的垂直腹板(3)的一部分组成。 袖子(6)和它们之间位于顶部(9),该顶部也固定在它们上。 顶部(9)和盒底部之间的空间可以用绝缘材料填充或用于安装材料(14)。 混凝土浇筑在顶部(9)和网(3)之间。