MODULAR MOULD SYSTEM
    1.
    发明申请

    公开(公告)号:WO2021110228A1

    公开(公告)日:2021-06-10

    申请号:PCT/DK2020/050347

    申请日:2020-12-04

    Applicant: CONNOVATE APS

    Inventor: BRO, Karsten

    Abstract: Modular mould system for casting panels (180) made from a hardenable material, where the panel (180) comprises a front side (182) and a rear side (184) where ribs (188) are provided on the rear side (184), and where a top side, bottom side and edge sides are provided connecting the front (182) and rear (184) sides, and where a mould suitable for casting a specific panel (180) is assembled by parts of the mould system without cutting, drilling or welding.

    MODULAR HIGH STRENGTH CONCRETE SANDWICH PANEL
    2.
    发明申请
    MODULAR HIGH STRENGTH CONCRETE SANDWICH PANEL 审中-公开
    模块化高强度混凝土砂浆板

    公开(公告)号:WO2012041331A1

    公开(公告)日:2012-04-05

    申请号:PCT/DK2011/050372

    申请日:2011-09-30

    Abstract: Modular high strength concrete sandwich panel (1), for use as facade, wall and/or ceiling panel, wherein the panel comprises a high strength concrete part (10), said concrete part (10) having a front face and a rear face opposite said front face, defining a con- crete material thickness there between, and that side edges delimit the high strength concrete part, and an insulating part (20), where said insulating part (20) is partly embedded in the rear face of said high strength concrete part (10), where the material thickness between said front and rear faces is between 5 and 25 mm, and that a rigid profile (30, 32, 37) is embedded in or adjacent the side edges, and protruding from said side edges and the periphery of said concrete sandwich panel (1), where means(31,36) are provided in said profile (30, 32, 37) for fastening of the sandwich panel (1) to a construction, behind the sandwich panel (1).

    Abstract translation: 模块化高强度混凝土夹心板(1),用作立面,墙壁和/或天花板面板,其中所述面板包括高强度混凝土部件(10),所述混凝土部件(10)具有前表面和后表面 所述前表面在其之间限定混合材料厚度,并且限定高强度混凝土部分的侧边缘以及绝缘部分(20),其中所述绝缘部分(20)部分地嵌入所述高强度混凝土部分的后表面 强度混凝土部件(10),其中所述前后面之间的材料厚度在5至25mm之间,并且刚性轮廓(30,32,37)嵌入或邻近侧边缘,并且从所述侧面突出 所述混凝土夹层板(1)的边缘和周边,其中在所述型材(30,32,37)中设置有用于将所述夹芯板(1)紧固到夹层板后面的结构(31)的装置(31,36) 1)。

    CONCRETE MANUFACTURING PROCESS AND PANEL MANUFACTURED BY SAID PROCESS, WHERE SAID PANEL HAS A DECREASING DENSITY AWAY FROM AN EXPOSED DENSE SURFACE OF CON-CRETE OR HIGH PERFORMANCE CONCRETE (HPC)
    3.
    发明申请
    CONCRETE MANUFACTURING PROCESS AND PANEL MANUFACTURED BY SAID PROCESS, WHERE SAID PANEL HAS A DECREASING DENSITY AWAY FROM AN EXPOSED DENSE SURFACE OF CON-CRETE OR HIGH PERFORMANCE CONCRETE (HPC) 审中-公开
    混凝土制造工艺和由制造工艺制造的面板,面板由于高性能或高性能混凝土(HPC)的暴露渗透表面出现减小的密度,

    公开(公告)号:WO2012139587A1

    公开(公告)日:2012-10-18

    申请号:PCT/DK2012/050123

    申请日:2012-04-12

    Abstract: Method for manufacturing a concrete panel wherein a mould is provided, where said mould has a design corresponding to the desired concrete panel, and where: a) a flowable (homogenous) mixture comprising a high strength concrete mixture, said high strength concrete having a compressive strength of more than 65MPa and a lightweight granular aggregate and optionally add-mixtures is prepared; b) the flowable mixture is placed in the mould; c) the mould is vibrated, whereby the lightweight material will migrate towards the surface; d) the concrete is allowed to harden and cure either in the mould or after de-moulding.

    Abstract translation: 一种用于制造混凝土板的方法,其中设置有模具,其中所述模具具有对应于所需混凝土板的设计,并且其中:a)包括高强度混凝土混合物的可流动(均匀)混合物,所述高强度混凝土具有压缩 制备超过65MPa的强度和轻质颗粒聚集体和任选的添加混合物; b)将可流动的混合物置于模具中; c)模具振动,由此轻质材料将向表面迁移; d)允许混凝土在模具中或脱模后硬化和固化。

    ROOFING ELEMENTS
    4.
    发明申请
    ROOFING ELEMENTS 审中-公开
    屋顶元素

    公开(公告)号:WO2012041330A3

    公开(公告)日:2012-05-24

    申请号:PCT/DK2011050371

    申请日:2011-09-30

    CPC classification number: E04D3/352 E04C2/288 E04D1/28 E04D3/366

    Abstract: Roofing element (1) having upper (10) and inner (20) shell sections made from high strength concrete, where said shells are arranged on either side of an insulating core (30), where one or more reinforcement lattices (40) are arranged, said reinforcement lattice (40) being embedded both in the upper (10) and inner (20) concrete sections.

    Abstract translation: 具有由高强度混凝土制成的上部(10)和内部(20)壳体部分的屋顶元件(1),其中所述壳体布置在绝缘芯体(30)的两侧,其中布置有一个或多个加强网格(40) 所述加强网格(40)嵌入在上部(10)和内部(20)混凝土段中。

    JOINT SYSTEM
    5.
    发明申请
    JOINT SYSTEM 审中-公开
    联合系统

    公开(公告)号:WO2015043605A1

    公开(公告)日:2015-04-02

    申请号:PCT/DK2014/050304

    申请日:2014-09-26

    Applicant: CONNOVATE APS

    Inventor: BRO, Karsten

    CPC classification number: E04B1/68 E04B2/90 E04F13/0898 E04F13/12 E06B1/68

    Abstract: A joint system comprising a number of distinct profiles which together provide a complete joint system, where said system at least comprises: - a first profile having two sides where said profile has a cross section in the general shape of a V, where one leg of the V is longer than the other leg, and where the distal edges of the profile are bent away from the other side, creating bent side portions; - a second profile having two sides of substantially the same length from the bottom of the V where said profiles are made from a resilient metal or metal alloy.

    Abstract translation: 一种联合系统,其包括多个不同的轮廓,其共同提供完整的接头系统,其中所述系统至少包括: - 具有两侧的第一轮廓,其中所述轮廓具有V的一般形状的横截面,其中, V比另一条腿长,并且轮廓的远端边缘从另一侧弯曲,产生弯曲的侧部; - 第二轮廓,其具有与V的底部基本相同长度的两侧,其中所述轮廓由弹性金属或金属合金制成。

    METHOD OF MANUFACTURING A COMPLETE INSULATED HIGH STRENGTH CONCRETE ELEMENT HAVING A SUPERIOR SURFACE, AS WELL AS A HIGH STRENGTH CONCRETE ELEMENT MANUFACTURED BY SAID METHOD
    6.
    发明申请
    METHOD OF MANUFACTURING A COMPLETE INSULATED HIGH STRENGTH CONCRETE ELEMENT HAVING A SUPERIOR SURFACE, AS WELL AS A HIGH STRENGTH CONCRETE ELEMENT MANUFACTURED BY SAID METHOD 审中-公开
    具有高级表面的完全绝缘的高强度混凝土元件的制造方法,作为通过公式制造的高强度混凝土构件

    公开(公告)号:WO2013010545A1

    公开(公告)日:2013-01-24

    申请号:PCT/DK2012/050258

    申请日:2012-07-06

    Abstract: Method of manufacturing a high strength concrete element in a main mould (1), where the main mould (1) comprises at least two mould surfaces (2,3,4), where said at least two mould surfaces (2,3,4) are arranged at relative angles between 15° and 165° relative to each other where one mould surface (3) is substantially horizontal, comprising the steps of: • - spraying an outer skin layer (20) of reinforced high strength concrete mix against the mould sides (2,3,4); • - pouring a first backfilling (30) of a high strength concrete against the substantially horizontal surface (3) covered by the outer skin (20) • - placing an insulation layer (40) in the still wet backfilling (30) • - pouring a second backfilling (30') of a high strength concrete in the space between the insulation (40) and the outer skin layer (20) and the first backfilling concrete (30) • - allowing the outer skin layer (20) and the backfillings (30,30') to harden and chemically react hydraulically or pozzolanically together, to form one monolithic layer, where the insulation (40) is connected to the now hardened backfilling (30,30'); • - removing the mould (1).

    Abstract translation: 在主模具(1)中制造高强度混凝土元件的方法,其中所述主模具(1)包括至少两个模具表面(2,3,4),其中所述至少两个模具表面(2,3,4 )相对于彼此以15°至165°的相对角度布置,其中一个模具表面(3)基本上是水平的,包括以下步骤: - 将强化的高强度混凝土混合物的外表层(20)喷射到 模具侧面(2,3,4); 将高强度混凝土的第一回填(30)倾倒到由外表皮(20)覆盖的基本水平的表面(3)上 - 将绝缘层(40)放置在仍然湿的回填(30)倾倒 在绝缘体(40)和外表层(20)之间的空间中的高强度混凝土的第二回填(30')和第一回填混凝土(30)° - 允许外表层(20)和回填 (30,30')以液压或火山灰化方式硬化和化学反应在一起形成一个整体层,其中绝缘体(40)连接到现在硬化的回填(30,30'); ° - 去除模具(1)。

    ROOFING ELEMENTS
    7.
    发明申请
    ROOFING ELEMENTS 审中-公开
    屋顶元素

    公开(公告)号:WO2012041330A2

    公开(公告)日:2012-04-05

    申请号:PCT/DK2011/050371

    申请日:2011-09-30

    CPC classification number: E04D3/352 E04C2/288 E04D1/28 E04D3/366

    Abstract: Roofing element having upper and inner shell sections made from high strength concrete, where said shells are arranged on either side of an insulating core, where one or more reinforcement lattices are arranged, said lattice being embedded both in the upper and inner concrete sections.

    Abstract translation: 屋顶元件具有由高强度混凝土制成的上壳体和内壳部分,其中所述壳体布置在绝缘芯体的两侧,其中布置有一个或多个加强网格,所述网格嵌入在上部和内部混凝土部分中。

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