AUTOMATED CONCRETE STRUCTURAL MEMBER FABRICATION SYSTEM, APPARATUS AND METHOD
    1.
    发明申请
    AUTOMATED CONCRETE STRUCTURAL MEMBER FABRICATION SYSTEM, APPARATUS AND METHOD 审中-公开
    自动混凝土结构构件制造系统,装置和方法

    公开(公告)号:WO2017147090A1

    公开(公告)日:2017-08-31

    申请号:PCT/US2017/018764

    申请日:2017-02-21

    Abstract: A casting machine (722) for fabrication of precast concrete structural members (1) is disclosed, which includes side walls with integrally formed end dams (784) which are movable from an open position (78) to a closed position (80), and a bottom casting surface (88), where the bottom casting surface (788) and side walls (784) serving to form a mold (812) surrounding a cavity (108) configured to contain wet concrete (26). Concrete (26) is pumped into the cavity (108) when the self-releasing mold (812) is in closed position (80). The side walls (784) are automatically movable to the open position (78) when the concrete (26) has solidified so that a precast concrete structural member (30) is automatically released from the self -releasing mold (812). Also disclosed is a precast modular system (710) for automated concrete structural member fabrication, which includes a concrete mixing system (716), a concrete delivery subsystem (764), a block transport subsystem (720), and a plurality of casting machines (722), where each casting machine (722) includes a self-releasing mold (812).

    Abstract translation: 公开了一种用于制造预制混凝土结构构件(1)的浇铸机(722),其包括具有一体形成的端部坝(784)的侧壁,所述端部坝可从打开位置(78)移动到 封闭位置80和底部铸造表面88,其中底部铸造表面788和侧壁784用于形成围绕腔体108的模具812, 26)。 当自释放模具(812)处于关闭位置(80)时,混凝土(26)被泵入空腔(108)中。 当混凝土(26)凝固时,侧壁(784)可自动移动到打开位置(78),从而自动释放模具(812)自动释放预制混凝土结构构件(30)。 还公开了一种用于自动化混凝土结构构件制造的预制模块化系统(710),其包括混凝土搅拌系统(716),混凝土输送子系统(764),砌块输送子系统(720)和多个浇铸机 722),其中每个铸造机(722)包括自动释放模具(812)。

    PROCEDURE FOR MANUFACTURING OF COMPACT MODULES FOR CONSTRUCTION
    2.
    发明申请
    PROCEDURE FOR MANUFACTURING OF COMPACT MODULES FOR CONSTRUCTION 审中-公开
    制造紧凑型结构件的程序

    公开(公告)号:WO2011151475A8

    公开(公告)日:2013-01-31

    申请号:PCT/ES2010000306

    申请日:2010-08-25

    Abstract: The aim of the invention is to obtain prefabricated reinforced-concrete modules for a living space that may or may not be divided into compartments, in which the six walls thereof are made as a single piece, which means that the resulting module is 100% monolithic in nature, which cancels out any vibration or expansion and prevents the appearance of cracks or dampness in the module. To that end, six pieces - floor, walls and ceiling - of interior lost shuttering are produced in the factory and joined to one another via the edges thereof using high-strength filler, the lower base having spacer plugs (9) on the floor or the chosen supporting surface, the outer face of the lost shuttering (1, 2, 3, 4, 5 and 6) having the utility installations (11) and, thereon, the insulation material (12), where necessary, followed by a reinforcement (13) and, lastly, recoverable exterior shuttering (14).

    Abstract translation: 本发明的目的是获得用于可以分成或可以不分成隔间的生活空间的预制钢筋混凝土模块,其中六个壁被制成单件,这意味着所得模块是100%整体式 在本质上,它消除任何振动或膨胀,并防止模块中出现裂纹或潮湿。 为此,在工厂生产内部失物快门的六件 - 地板,墙壁和天花板,并使用高强度填料将它们的边缘彼此接合,下底部在地板上具有间隔塞(9) 所选择的支撑表面,具有公用设施(11)的绝缘体(1,2,3,4,5和6)的外表面以及绝缘材料(12),在必要时,随后加固 (13),最后是可恢复的外部遮光(14)。

    MODULAR BUILDING CONSTRUCTION ARRANGEMENT
    3.
    发明申请
    MODULAR BUILDING CONSTRUCTION ARRANGEMENT 审中-公开
    模块化建筑施工安排

    公开(公告)号:WO2010091452A1

    公开(公告)日:2010-08-19

    申请号:PCT/AU2010/000123

    申请日:2010-02-05

    CPC classification number: B28B7/22 B28B7/0002 B28B7/30 E04G11/02

    Abstract: This invention relates to modular building construction apparatus and in particular to a mould having movable framework used to construct a basic building module where any miss-alignment at the junction of framework elements is enough to make the imperfection noticeable. If the imperfection is a ridge it will be readily apparent on the inside surface of the formed building module and it will not be disguised by painting over it. What is disclosed is a movable corner arrangement for a mould for forming at least one of the inner corner surfaces of a mouldable building module. The inner mould for a mouldable building module has an upper support panel for forming the ceiling surface of the building module and a plurality of movable side walls that depend from the upper support panel using flexible peripheral edge elements. The side walls have mould facing side wall surfaces movable to a position to form corresponding internal wall surfaces of the mouldable building module. The movable side walls are movable inwards and away from their respective formed internal wall surfaces to release the formed building module from the inner mould. A movable corner arrangement is used to form the internal corners of the mouldable building module located between adjacent movable side walls. The movable corner arrangement includes a corner post having at least one side wall abutment surface; a corner post support coupling adapted to adjust the vertical and sideways position of, and verticality of the corner post with respect to the desired position of adjacent movable side walls such that the mould facing surface of the corner post is flush with the mould facing surface of respective adjacent movable side walls during the moulding process.

    Abstract translation: 本发明涉及模块化建筑施工设备,特别涉及一种具有用于构造基本建筑模块的可移动框架的模具,其中在框架元件的接合点处的任何错过对准足以使不完整性显着。 如果缺陷是脊,则在形成的建筑模块的内表面上将会显而易见,并且不会通过在其上进行涂装来伪装。 公开的是用于形成可模制建筑模块的至少一个内角面的模具的可移动角装置。 用于可模制建筑模块的内模具具有用于形成建筑模块的顶表面的上支撑板和使用柔性周边边缘元件从上支撑板取决于多个可移动侧壁。 侧壁具有面向模具的侧壁表面,其可移动到形成可模制建筑模块的相应内壁表面的位置。 可移动侧壁可向内移动并远离其各自形成的内壁表面,以将形成的建筑模块从内模上释放。 使用可移动的角部布置来形成位于相邻的可动侧壁之间的可模制建筑模块的内角。 可动角配置包括具有至少一个侧壁邻接表面的角柱; 角柱支撑联轴器,其适于相对于相邻可移动侧壁的期望位置调节角柱的垂直和侧向位置和垂直度,使得角柱的面向模具的表面与面向模具的表面齐平 在模制过程中各自相邻的活动侧壁。

    METHOD FOR PRODUCING CONCRETE PREFINISHED PARTS
    4.
    发明申请
    METHOD FOR PRODUCING CONCRETE PREFINISHED PARTS 审中-公开
    生产混凝土制备部件的方法

    公开(公告)号:WO2009121581A3

    公开(公告)日:2009-12-17

    申请号:PCT/EP2009002374

    申请日:2009-04-01

    Abstract: A method is disclosed for producing concrete prefinished parts, in particular tower segments. Concrete is cast in a casting mold having a planar floor to implement a planar bottom side. After the concrete has reached a predetermined minimum strength, an equalization layer is applied to a join surface (110) of the concrete prefinished part (100), which is opposite to the bottom side. As soon as the equalization layer has reached a predetermined minimum strength, the concrete prefinished part (100) is placed on an exactly horizontally oriented surface and the equalization layer on the top side is abraded plane-parallel.

    Abstract translation: 提供了用于生产预制混凝土部件,特别是塔段的方法。 将混凝土倒入具有平坦底部的模具中以形成平坦的底部表面。 在混凝土达到预定的最小强度之后,在与预制混凝土部件(100)的邻接表面(110)相对的底表面上施加流平层。 一旦找平层达到规定的最小强度,就将预制混凝土构件(100)放置在精确水平对齐的表面上,并将上侧的找平层平面平行移除。

    FLANGE FOR SELF-SUPPORTING RIGID HOLLOW BODY, METHOD FOR MAKING SUCH A HOLLOW BODY USING SUCH FLANGES, AND EQUIPMENT FOR IMPLEMENTING SAID METHOD
    5.
    发明申请
    FLANGE FOR SELF-SUPPORTING RIGID HOLLOW BODY, METHOD FOR MAKING SUCH A HOLLOW BODY USING SUCH FLANGES, AND EQUIPMENT FOR IMPLEMENTING SAID METHOD 审中-公开
    用于自支撑刚性空心体的法兰,使用这种法兰制造这种空心体的方法和用于实施所述方法的设备

    公开(公告)号:WO2009060339A3

    公开(公告)日:2009-07-02

    申请号:PCT/IB2008054448

    申请日:2008-10-28

    CPC classification number: B28B7/30 B28B1/42 B28B7/22 B28B19/00 Y10T29/49623

    Abstract: The invention relates to a flange for a self-supporting rigid hollow body having large dimensions and intended for building constructions, to a method for making such a hollow body using such flanges, and to equipment for implementing said method. The rigid flange (6) is intended to be part of a self-supporting rigid hollow body having large dimensions and intended for building constructions, of the type comprising a thin wall (4) having a generally cylindrical shape relative to an axis, made of a coating and resistance material containing concrete or the like and reinforced with fibres, and two such end flanges (6) oriented towards the outside, wherein said flange includes, on the hand, a main portion (9) generally in the shape of a flattened hollow cylinder to be visible in the body upon completion and, on the other hand, a talon (10) extending in an axial direction from a transverse face (11) of the main portion (9) and having inner radial overall dimensions equal to or close to the inner radial overall dimensions of the main portion (9), and outer radial overall dimensions lower than the outer radial overall dimensions of the main portion (9).

    Abstract translation: 本发明涉及一种大尺寸自支撑刚性空心体用于建筑结构的法兰,一种用这种法兰制造这种空心体的方法以及用于实施所述方法的设备。 刚性凸缘(6)旨在成为大尺寸且用于建筑结构的自支撑刚性空心体的一部分,其类型包括相对于轴线具有大致圆柱形形状的薄壁(4),由 包含混凝土等并用纤维增强的涂层和阻力材料,以及朝向外部定向的两个这种端部凸缘(6),其中所述凸缘在手部上包括大致呈扁平形状的主要部分(9) 空心圆柱在完成时在本体中可见,另一方面,从主要部分(9)的横向面(11)沿轴向方向延伸并且具有等于或小于或等于内部径向总尺寸的爪(10) 接近主要部分(9)的内部径向总体尺寸,并且外部径向总体尺寸低于主要部分(9)的外部径向总体尺寸。

    TRANSPORTABLE BUILDING
    6.
    发明申请
    TRANSPORTABLE BUILDING 审中-公开
    运输建筑

    公开(公告)号:WO1998017882A1

    公开(公告)日:1998-04-30

    申请号:PCT/EP1997005878

    申请日:1997-10-24

    Abstract: The invention relates to a transportable building with a transporting weight of less than 30 t, which can be positioned at the setting-up site on a foundation and in which exterior walls, a roof and floor slab confine a living area closed off from the surroundings. The invention provides a building that is stable and can be better transported over extended distances in that the exterior walls, the roof and the floor slab are formed from weather-proof material, that the exterior walls are of a self-supporting design and that when the building is transported the entire weight of the building weighs on the exterior walls. Furthermore, the invention specifies a method for producing such a building.

    Abstract translation: 本发明涉及一种运输重量小于30吨的可运输建筑物,其可以位于基础上的设置位置,并且外墙,屋顶和地板限制了与周围环境相邻的居住区域 。 本发明提供了一种稳定的建筑物,并且能够在更长的距离内更好地运输,因为外墙,屋顶和楼板由防风雨材料形成,外壁具有自支撑设计, 建筑物运输整个建筑物的重量重在外墙上。 此外,本发明规定了一种用于生产这种建筑物的方法。

    ENVIRONMENTAL ENCLOSURE STRUCTURE AND METHOD OF MANUFACTURE
    7.
    发明申请
    ENVIRONMENTAL ENCLOSURE STRUCTURE AND METHOD OF MANUFACTURE 审中-公开
    环境外观结构及其制造方法

    公开(公告)号:WO1994026634A1

    公开(公告)日:1994-11-24

    申请号:PCT/US1993004304

    申请日:1993-05-06

    CPC classification number: B28B1/523 B28B7/22 B28B13/021 E04H9/10 E04H9/12

    Abstract: An environmental enclosure structure formed of a cement-based slurry infiltrated fiber composite material. The enclosure structure is a box-like enclosure (V) formed of the composite material which is produced by first placing a plurality of individual short fibers or fiber mats of organic or inorganic materials into a form to create a bed of fibers substantially filling the form and having a predetermined fiber volume density and then adding a cement-based slurry mixture includes a composition of Portland cement, fly ash, water, a high-range water reducer (superplasticizer), and may also include fine grain sand, chemical admixtures, and other additives. Due to its fiber volume density and method of manufacture, the resulting structure has thinner walls (10, 11), greater strength, and a gross weight significantly less than conventional reinforced and pre-stressed concrete structures of the same size, and a much higher bending capacity approximating that of structural steel.

    Abstract translation: 由水泥基浆料渗透的纤维复合材料形成的环境封闭结构。 外壳结构是由复合材料形成的盒状外壳(V),其通过首先将多个单独的短纤维或有机或无机材料的纤维垫放置成形式以产生基本上填充形式的纤维床 并且具有预定的纤维体积密度,然后添加水泥基浆料混合物包括波特兰水泥,飞灰,水,高效减水剂(超增塑剂)的组合物,还可以包括细粒砂,化学混合物和 其他添加剂。 由于其纤维体积密度和制造方法,所得到的结构具有较薄的壁(10,11),更大的强度和总重显着小于相同尺寸的常规增强和预应力混凝土结构,并且高得多 弯曲能力近似于结构钢。

    VORRICHTUNG UND VERFAHREN ZUR EINSTÜCKIGEN HERSTELLUNG EINES DREI SEITENELEMENTE SOWIE EIN BODENELEMENT UND/ODER EIN DECKENELEMENT AUFWEISENDEN RAUMMODULS, SOWIE DERARTIGES RAUMMODUL
    8.
    发明申请
    VORRICHTUNG UND VERFAHREN ZUR EINSTÜCKIGEN HERSTELLUNG EINES DREI SEITENELEMENTE SOWIE EIN BODENELEMENT UND/ODER EIN DECKENELEMENT AUFWEISENDEN RAUMMODULS, SOWIE DERARTIGES RAUMMODUL 审中-公开
    装置及其制造方法的一块三面元素和地板部件和/或天花板元件,其空间模块,这样的空间模块

    公开(公告)号:WO2018073325A1

    公开(公告)日:2018-04-26

    申请号:PCT/EP2017/076663

    申请日:2017-10-19

    Inventor: LECHNER, Tobias

    CPC classification number: B28B7/22 B28B7/30 E04B1/34823 E04G11/02

    Abstract: Die Erfindung betrifft eine Vorrichtung zur einstückigen Herstellung eines drei Seitenelemente (24) sowie ein Bodenelement (25) und/oder ein Deckenelement (26) aufweisenden Raummoduls (8), wobei die Vorrichtung als quaderförmige und hohle Kernschalung (10) ausgebildet ist, um welche eine Außenschalung (9) für das herzustellende Raummodul (8) anordenbar ist. Dabei ist vorgesehen: a) ein rechteckiges, aus ersten Flächenelementen (1) und zweiten Flächenelementen (2) bestehendes Kopfelement (11), b) senkrecht zu dem Kopfelement (11) in dessen Randbereichen angeordnete, aus dritten Flächenelementen (3) und vierten Flächenelementen (4) bestehende Seitenelemente (12, 13, 14, 15), wobei wenigstens die dritten Flächenelemente (3) oder die vierten Flächenelemente (4) Eckbereiche (17) der Seitenelemente (12, 13, 14, 15) aufweisen, c) die ersten Flächenelemente (1) unter die zweiten Flächenelemente (2) des Kopfelementes (11) absenkbar sowie gegeneinander verschiebbar sind und nachfolgend die zweiten Flächenelemente (2) unter Verringerung der Rechteckfläche des Kopfelementes (11) zusammenschiebbar sind und d) dann die senkrecht zu dem Kopfelement (11) angeordneten dritten Flächenelementen (3) und vierten Flächenelementen (4) der Seitenelemente (12, 13, 14, 15) nacheinander in Richtung einer Mittellängsachse (16) des Kopfelements (11) beziehungsweise der Kernschalung (10) verfahrbar sind.

    Abstract translation:

    本发明涉及一种设备,用于一旦导航使用ckigen制造三个侧构件(24)和底部构件(25)和/或具有房间模块(8),该装置作为一个平行六面体&ouml天花板元件(26); 形成中空和空心模板(10),在该模板(10)周围可以布置外部模板(9)用于待制造的房间模块(8)。 它提供了:a)一种矩形的,从第一FLÄ chenelementen(1)和第二FLÄ chenelementen(2布置)现有头元件(11),b)中垂直于(在边缘区域中的顶部构件11)其中,第三FL&AUML的; chenelementen (3)和第四FLÄ chenelementen(4)现有侧构件(12,13,14,15),其中,至少所述第三FLÄ chenelemente(3)或所述第四FLÄ所述侧面元件的chenelemente(4)角部(17)(12 ,13,14,15)中,c是第一FL&AUML); chenelemente(1)根据第二FL BEAR可以降低,并且相对于彼此chenelemente(2)的头元件(11)和随后的第二FL&AUML的; chenelemente(2)在还原 头元件(11)的Rechteckfl BEAR表面可被推到一起,以及d)然后布置为垂直(顶端构件11)第三FLÄ chenelementen(3)和第四FLÄ chenelementen(4)的侧面元件(12,13,14,15) 一个接一个地朝着M.的方向 它可以穿过头部元件(11)或核心模板(10)的横向轴线(16)。

    VORRICHTUNG ZUR HERSTELLUNG EINER RAUMZELLE IN MONOLITHISCHER BAUWEISE
    9.
    发明申请
    VORRICHTUNG ZUR HERSTELLUNG EINER RAUMZELLE IN MONOLITHISCHER BAUWEISE 审中-公开
    设备用于在整体结构的植物细胞。

    公开(公告)号:WO2014020009A1

    公开(公告)日:2014-02-06

    申请号:PCT/EP2013/065959

    申请日:2013-07-30

    Inventor: WENZEL, Reiner

    CPC classification number: B28B7/0014 B28B7/186 B28B7/22 E04G11/02 E04G11/082

    Abstract: Die Erfindung betrifft eine Vorrichtung zur Herstellung einer Raumzelle (1) in monolithischer Bauweise mit einer Außenschalung (6) und einer in die Außenschalung (6) einsetzbaren Innenschalung (7), die eine Bodenplatte (8, 9, 10) und mehrere mit der Bodenplatte (8, 9. 10) lösbar verbundene Wandsegmente (20, 21, 27) aufweist. Die Innenschalung (7) enthält eine auf der Bodenplatte (8. 9, 10) befestigte zentrale Mittelstütze (11), an der Verstrebungen (22, 23, 24, 25) zur Abstützung der Bodenplatte (8, 9, 10) und der Wandsegmente (20, 21, 27) angeordnet sind.

    Abstract translation: 本发明涉及一种设备,用于(6)模板(7),其具有底板内插入(8,9,10),并且更制造在一个单片设计的房间小区(1)的外壳(6),一个在外壳的底板 (8,9,10)可释放地连接到壁段(20,21,27)。 内部模板(7)在底部板包括(8,9,10),其固定中央中心支撑(11)上的支柱(22,23,24,25),用于支撑所述底板(8,9,10)和所述壁段 (20,21,27)被布置。

    AUTOMATED CONCRETE STRUCTURAL MEMBER FABRICATION SYSTEM, APPARATUS AND METHOD
    10.
    发明申请
    AUTOMATED CONCRETE STRUCTURAL MEMBER FABRICATION SYSTEM, APPARATUS AND METHOD 审中-公开
    自动化混凝土结构制造系统,装置和方法

    公开(公告)号:WO2012074829A1

    公开(公告)日:2012-06-07

    申请号:PCT/US2011/061791

    申请日:2011-11-22

    Abstract: A casting machine for fabrication of precast concrete structural members, which includes side walls and end dams which are all movable from an open position to a closed position, and a bottom casting surface, where the bottom casting surface, side walls, and end dams serving to form a mold surrounding a cavity configured to contain wet concrete. Concrete is poured into the cavity when the self-releasing mold is in closed position. The side walls, and end dams are automatically movable to the open position when the concrete has solidified so that a precast concrete structural member is automatically released from the self-releasing mold. Also a precast modular system for automated concrete structural member fabrication, which includes a concrete mixing system, a concrete delivery subsystem, a block transport subsystem, and a plurality of casting machines, where each casting machine includes a self-releasing mold.

    Abstract translation: 一种用于制造预制混凝土结构构件的铸造机,其包括可从打开位置到关闭位置的侧壁和端部坝,以及底部铸造表面,其中底部铸造表面,侧壁和末端坝用于 以形成围绕构造成容纳湿混凝土的腔的模具。 当自动释放模具处于关闭状态时,混凝土倒入空腔内。 当混凝土凝固时,侧壁和尾坝可以自动移动到打开位置,从而预制混凝土结构件自动释放模具。 还有一种用于自动混凝土结构构件制造的预制模块化系统,其包括混凝土搅拌系统,混凝土输送子系统,块运输子系统和多个浇铸机,其中每个浇铸机包括自动释放模具。

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