公开(公告)号：WO2015145188A1

公开(公告)日：2015-10-01

申请号：PCT/IB2014/000405

申请日：2014-03-23

Applicant: EASY WALL HOLDING FZE

Inventor： AQA MOHAMMADI, Behzad ,  KARIMI AQDAM, Dawood

IPC: E04C2/26 ,  E04C2/40 ,  B28B7/22 ,  B28B17/00 ,  E04B2/72 ,  B28B23/02 ,  E04B2/00

CPC classification number: B28B23/0006 ,  B28B1/14 ,  B28B7/186 ,  C04B28/145 ,  C04B28/147 ,  C04B2111/0062 ,  E04B2/7401 ,  E04C2/06 ,  C04B14/042 ,  C04B14/104 ,  C04B14/18 ,  C04B14/28 ,  C04B24/14 ,  C04B24/2623 ,  C04B32/02 ,  C04B16/0633 ,  C04B22/124 ,  C04B22/142 ,  C04B2103/65

Abstract: The various embodiments herein provide a prefabricated mineral composite panel and a method for producing the prefabricated mineral composite panel for constructing the internal walls and the lateral walls in a building. The method comprising the steps of: preparing and assembling a cast, fixing a mesh in the cast, pouring a prefabricated mineral composite into the cast, smoothening and flattening a top surface of the cast, disassembling the cast to withdraw a semi- dried prefabricated mineral composite panel, placing the semi-dried prefabricated mineral composite panel in a drying room for drying the prefabricated mineral composite, removing the dried prefabricated mineral composite panel from the drying room and packaging the prefabricated mineral composite panel.

Abstract translation: 本文的各种实施例提供了预制的矿物复合板和用于制造用于构造建筑物内壁和侧壁的预制矿物复合板的方法。 该方法包括以下步骤：制备和组装铸件，将铸件固定在铸件中，将预制的矿物复合材料浇注到铸件中，使铸件的顶表面平滑化和平整化，拆卸铸件以取出半干式预制矿物 复合面板，将半干预制矿物复合板放置在干燥室中用于干燥预制矿物复合材料，从干燥室中取出干燥的预制矿物复合板，并包装预制矿物复合板。

公开(公告)号：WO2013020228A1

公开(公告)日：2013-02-14

申请号：PCT/CA2012/050523

申请日：2012-08-02

Applicant: BRADFIELD, Jeffrey, Rae

Inventor： BRADFIELD, Jeffrey, Rae

IPC: E04B2/84 ,  E04B2/00 ,  E04B2/68 ,  E04C2/38

CPC classification number: E04B1/043 ,  B28B7/0073 ,  B28B7/186 ,  B28B23/0068

Abstract: A prefabricated wall assembly for a structure, comprising first and second spaced apart wythes comprising opposing lateral sides of said assembly, a core between said wythes comprising a sheet of rigid insulation having opposed first and second lateral surfaces facing respective ones of the first and second wythes, said core further comprising an array of generally vertical stud channels open to the first lateral surface of the core, and studs located within said channels extending partially across said core. The studs and wythes comprise concrete or other castable material. The studs are integral and continuous with said first wythe to form a monolithic structure. A reinforcement structure may be embedded within the first and optionally the second wythe, with wythe connectors for locking together the respective wythes, reinforcement structures and core.

Abstract translation: 一种用于结构的预制壁组件，包括包括所述组件的相对横向侧面的第一和第二间隔开的楔形物，所述纱布之间的芯部包括刚性绝缘片，其具有面对第一和第二织物中的相应的第一和第二侧表面 所述芯还包括通向所述芯的所述第一侧表面的通常垂直的螺柱通道的阵列，以及位于所述通道内的部分地穿过所述芯延伸的螺柱。 螺柱和支架包括混凝土或其他浇注材料。 螺柱与所述第一个构件是一体的并且连续地形成整体结构。 加强结构可以嵌入在第一和任选的第二个之内，其中连接器用于将相应的支撑件，加强结构和芯部锁定在一起。

公开(公告)号：WO2011114141A3

公开(公告)日：2011-11-10

申请号：PCT/GB2011050507

申请日：2011-03-15

Applicant: DURHAM JOHN ANTHONY DOUGLAS BRUCE ,  MAYDEW NIGEL FRANCIS ,  TAYLOR HOWARD PETER JOHN

Inventor： DURHAM JOHN ANTHONY DOUGLAS BRUCE ,  MAYDEW NIGEL FRANCIS ,  TAYLOR HOWARD PETER JOHN

IPC: E04B5/04 ,  B28B7/18 ,  B28B7/32

CPC classification number: B28B7/186 ,  B28B7/32 ,  B28B23/026 ,  E04B5/043

Abstract: Hollowcore apparatus for forming a concrete hollowcore slab, comprises a casting bed (1), side wall elements (2) extending longitudinally of the casting bed (1) for defining sides of a casting mould, at least one non-sacrificial inflatable core former (23), at least one, preferably non-sacrificial sleeve (24) for substantially receiving the core former (23), the core former (23) and the sleeve (24) being interconnected and the in use sleeve (24) being turnable inside out by removal of the core former (23) from the casting bed1,and at least one holder (57) for preventing or limiting uplift of the in use inflated core former (23) and sleeve (24) relative to the casting bed (1). A method and hollowcore slab are also provided.

Abstract translation: 一种用于形成混凝土空心板的空心装置，包括铸造床（1），用于限定铸模侧面的铸造床（1）的纵向延伸的侧壁元件（2），至少一个非牺牲性可充气芯成形器 至少一个，优选非牺牲套管（24），用于基本上接收所述芯形成器（23），所述芯形成器（23）和所述套管（24）互相连接，所述使用套筒（24）可在内部 通过从铸造床1移除核心成型机23和至少一个用于防止或限制使用中的充气芯部成形器23和套筒24相对于铸造床1的隆起的保持器57。 ）。 还提供了一种方法和中空板。

公开(公告)号：WO2008025089A1

公开(公告)日：2008-03-06

申请号：PCT/AU2007/001269

申请日：2007-08-31

Applicant: ACE-WALL INTERNATIONAL PTY LTD ,  FISHER, Craig, William ,  PUDNEY, Mark, Andrew

Inventor： FISHER, Craig, William ,  PUDNEY, Mark, Andrew

IPC: B28B7/02 ,  B28B7/10 ,  B28B7/30 ,  E04B2/00 ,  E04B9/00

CPC classification number: E04C2/34 ,  B28B7/186 ,  B28B7/32

Abstract: A mold and method of molding where a building panel which is long and hollow typically of plaster is produced, the mold having retractable portions within the mold defining molding surfaces with also a core which are able to be pneumatically positioned and removal of a panel once mold is achieved by lengthwise effort on the pane relative to the mold.

Abstract translation: 一种模制品和模制方法，其中制造出通常为石膏的长而中空的建筑面板，该模具具有在模具内的可缩回部分，其中模具表面还具有能够被气动定位的芯部，并且一旦模制 通过在模板上相对于模具的长度方向的努力实现。

公开(公告)号：WO1980002527A1

公开(公告)日：1980-11-27

申请号：PCT/EP1980000026

申请日：1980-05-13

Applicant: NAYAGAM S

IPC: B28B07/00

CPC classification number: B28B7/0032 ,  B28B7/186 ,  B28B7/34 ,  B28B23/18 ,  Y10S425/044 ,  Y10S425/124

Abstract: A concrete mould employs resilient side shuttering (2), made of rubber for example, which is prevented from deflecting, when concrete is poured, by tensioning wires (6a, 6b) extending along the length of the shuttering. Pieces of the shuttering, forming the sides of a casting box, extend between fixed end plates (10a, 10b) having a series of holes (8) to receive the tensioning wires (6a, 6b) for adjusting the modular width of panels cast in the box. A series of apertures (4) is provided in each piece of side shuttering (2) so that pneumatic core formers (40) can be inserted through aligned apertures (4) so as to extend across the casting box. Different types of joint formers (42, 43, 44), either fully or partly resilient, can be located about the core formers (40), each joint former having a series of grooves (50, 82, 91) to receive reinforcement or tensioning wires or rods (6, 46). When inflated the pneumatic core former (40) locks the joint formers (42, 43, 44) in place. Opening formers can be made from the shuttering and the joint formers. Standard reinforcement cages (52) can be located in the casting box at modular position corresponding with aligned apertures in the side pieces of shuttering. The modular positions (18) are digitally coded to enable the casting process to be automated by a machine travelling on rails along the length of a casting bed which supports the side shuttering (2) and end plates (10a, 10b). The machine stops at the modular position (18) to locate the respective formers and/or reinforcement cages and it also carries out automatic functions such as cleaning and oiling, laying, packing, screeding and finishing wet concrete.

Abstract translation: 混凝土模具采用例如由橡胶制成的弹性侧挡板，当混凝土浇注时，通过张紧沿着挡板的长度延伸的钢丝来防止其偏转。 形成浇铸箱的侧面的挡板在具有一系列孔的固定端板之间延伸，以接收用于调节在箱中铸造的板的模块化宽度的张紧线。 在每个侧挡板中提供一系列孔，使得气动芯形成器可以穿过对准的孔插入，以便延伸穿过铸造箱。 完全或部分弹性的不同类型的接头成形器可以位于芯成形器周围，每个接合部件具有一系列槽以接收加强件或拉紧线或杆。 当充气时，气动芯架将接头成形器锁定就位。 开窗机可以由快门和联合成型机制成。 标准钢筋笼可以位于铸模箱中，模块化位置对应于挡板侧面的对齐孔。 模块化位置进行数字编码，以使铸造过程能够通过沿着支撑侧面挡板和端板的浇铸床的长度在轨道上行进的机器自动化。 机器在模块化位置停止，定位各个成型机和/或加固笼，并且还执行清洁和上油，铺设，包装，熨平和整理湿混凝土等自动功能。

公开(公告)号：WO2015184502A1

公开(公告)日：2015-12-10

申请号：PCT/AU2015/050302

申请日：2015-06-02

Applicant: BRICK INLAY PTY LTD

Inventor： GUBBINS, Charles N ,  FINDLAY, William S

IPC: B28B7/22 ,  E04C2/04 ,  B28B23/00 ,  E04G9/10 ,  E04G17/00 ,  E04B2/84

CPC classification number: B28B19/0061 ,  B28B1/16 ,  B28B7/0017 ,  B28B7/0026 ,  B28B7/0073 ,  B28B7/186 ,  E04C2/04 ,  E04F13/147 ,  E04G9/10 ,  E04G11/06 ,  E04G15/02 ,  E04G17/001

Abstract: A system, comprising: at least one planar member having a two- or three- dimensional surface pattern formed thereon or therein; and a plurality of resilient spacers removably positionable on or in the surface pattern to form a surface relief pattern of spaced-apart recesses on the at least one planar member.

Abstract translation: 一种系统，包括：至少一个平面构件，其上形成有二维或三维表面图案; 以及可拆卸地定位在表面图案上或表面图案中的多个弹性间隔件，以在所述至少一个平面构件上形成间隔开的凹部的表面浮雕图案。

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

Applicant: MEDRAN LOPEZ FRANCISCO

Inventor： MEDRAN LOPEZ FRANCISCO

IPC: E04B1/348 ,  B28B7/22 ,  B28B19/00

CPC classification number: E04G21/02 ,  B28B1/14 ,  B28B1/30 ,  B28B7/02 ,  B28B7/186 ,  B28B7/22 ,  B28B7/24 ,  B28B23/0025 ,  B28B23/0068 ,  B28B23/02 ,  B29C39/123 ,  E04B1/34823 ,  E04B2/86 ,  E04G11/02

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）。

公开(公告)号：WO2011154498A1

公开(公告)日：2011-12-15

申请号：PCT/EP2011/059591

申请日：2011-06-09

Applicant: ITALCEMENTI S.P.A. ,  CANGIANO, Stefano ,  CARMINATI, Aronne

Inventor： CANGIANO, Stefano ,  CARMINATI, Aronne

IPC: E04C2/54 ,  B28B23/00 ,  E04C2/06

CPC classification number: C04B24/26 ,  B28B1/52 ,  B28B7/186 ,  B28B23/0037 ,  B29C39/00 ,  B32B3/266 ,  E04C2/06 ,  E04C2/54 ,  Y10T428/24331

Abstract: The present invention relates to a composite panel (10) based on cementitious mortar, passed through its entire thickness by a plurality of through openings (11), each of which is filled with a material transparent to light in the form of a preformed plate (12) housed in said opening (11), or formed in said opening, wherein said cement-based mortar contains at least 30 kg/m 3 of fibres selected from one or more of the following types : metallic fibres, steel fibres, glass fibres, polymeric resin fibres. The invention also relates to methods of production of said panel.

Abstract translation: 本发明涉及一种基于水泥质砂浆的复合板（10），其通过多个通孔（11）穿过其整个厚度，每个通孔（11）填充有预成型板形式的透光材料 12），容纳在所述开口（11）中或形成在所述开口中，其中所述水泥基砂浆含有至少30kg / m 3的选自以下一种或多种的纤维：金属纤维，钢纤维，玻璃纤维 ，聚合物树脂纤维。 本发明还涉及所述面板的制造方法。

公开(公告)号：WO2008149165A3

公开(公告)日：2009-07-23

申请号：PCT/GR2008000045

申请日：2008-05-30

Applicant: TSILIPANIS AIMILIOS ,  TSIMBOURLAS GERASIMOS

Inventor： TSILIPANIS AIMILIOS ,  TSIMBOURLAS GERASIMOS

IPC: E04B1/04 ,  B28B7/18 ,  E04B1/61

CPC classification number: E04B1/04 ,  B28B7/0032 ,  B28B7/186 ,  B28B7/28 ,  B28B23/0056 ,  E04B1/41 ,  E04B1/4121 ,  E04B1/6125 ,  E04B2001/4192

Abstract: Prefabricated concrete buildings according to a complete building system that gives the possibility to prefabricate the elements (walls, storey slabs) at an industrial site and subsequently to assemble them at their final site assuring the permanent and secure jointing between each other. The building designing method is applied at a grid of s predetermined pitch. Prior to the concrete pouring, at predetermined points on the walls,, metallic fittings are placed at the predicted jointing points. The slabs (19) are fabricated by formworks that carry open holes (15) at corresponding positions with temporary plugs (23); by removing the latter and placing pins (27), holes are formed through which the jointing with the walls (21) takes place with screws (7) or connectors (14). The walls (4), (18), (21) are fabricated by formworks that have holes (15) with centers that coincide with the grid nodes. Sleeve joints (11) and cones are fixed on them and the concrete pouring follows. The advantages of the present invention are the short construction time, the excellent aesthetics of the jointing points and consequently of the whole building, as well as the safe manner of permanent jointing of the building elements at the accurately predetermined points as these come out of the adopted designing methodology.

Abstract translation: 预制混凝土建筑根据一个完整的建筑系统，可以在工业现场预制元素（墙壁，层板），并随后将其组装在最终位置，确保彼此之间永久和牢固的连接。 建筑设计方法以预定间距的网格应用。 在混凝土浇注之前，在墙壁上的预定点，将金属配件放置在预测的接合点处。 板坯（19）由在具有临时塞子（23）的对应位置处承载开孔（15）的模板制造; 通过移除后者并放置销（27），形成有用螺钉（7）或连接件（14）与壁（21）接合的孔。 墙壁（4），（18），（21）由具有孔（15）的模板制造，其中心与网格节点重合。 套管接头（11）和锥体固定在其上，混凝土浇注如下。 本发明的优点是施工时间短，连接点和整个建筑物的优良美观性以及建筑元件在精确预定点处永久接合的安全方式，因为这些来自 采用设计方法。

公开(公告)号：WO2008149165A2

公开(公告)日：2008-12-11

申请号：PCT/GR2008/000045

申请日：2008-05-30

Applicant: TSILIPANIS, Aimilios ,  TSIMBOURLAS, Gerasimos

Inventor： TSILIPANIS, Aimilios ,  TSIMBOURLAS, Gerasimos

IPC: E04B1/04

CPC classification number: E04B1/04 ,  B28B7/0032 ,  B28B7/186 ,  B28B7/28 ,  B28B23/0056 ,  E04B1/41 ,  E04B1/4121 ,  E04B1/6125 ,  E04B2001/4192

Abstract: Prefabricated concrete buildings according to a complete building system that gives the possibility to prefabricate the elements (walls, storey slabs) at an industrial site and subsequently to assemble them at their final site assuring the permanent and secure jointing between each other. The building designing method is applied at a grid of s predetermined pitch. Prior to the concrete pouring, at predetermined points on the walls,, metallic fittings are placed at the predicted jointing points. The slabs (19) are fabricated by formworks that carry open holes (15) at corresponding positions with temporary plugs (23); by removing the latter and placing pins (27), holes are formed through which the jointing with the walls (21) takes place with screws (7) or connectors (14). The walls (4), (18), (21) are fabricated by formworks that have holes (15) with centers that coincide with the grid nodes. Sleeve joints (11) and cones are fixed on them and the concrete pouring follows. The advantages of the present invention are the short construction time, the excellent aesthetics of the jointing points and consequently of the whole building, as well as the safe manner of permanent jointing of the building elements at the accurately predetermined points as these come out of the adopted designing methodology.

Abstract translation: 预制混凝土建筑根据一个完整的建筑系统，可以在工业现场预制元素（墙壁，层板），并随后将其组装在最终位置，确保彼此之间永久和牢固的连接。 建筑设计方法以预定间距的网格应用。 在混凝土浇注之前，在墙壁上的预定点，将金属配件放置在预测的接合点处。 板坯（19）由在具有临时塞子（23）的相应位置处承载开孔（15）的模板制造; 通过移除后者并放置销（27），形成有用螺钉（7）或连接件（14）与壁（21）接合的孔。 墙壁（4），（18），（21）由具有孔（15）的模板制造，其中心与网格节点重合。 套管接头（11）和锥体固定在其上，混凝土浇注如下。 本发明的优点是施工时间短，连接点和整个建筑物的优良美观性以及建筑元件在精确预定点处永久接合的安全方式，因为这些来自 采用设计方法。