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    • 1. 发明申请
    • METHOD AND APPARATUS FOR ERECTING BUILDING STRUCTURES
    • 用于建筑结构的方法和装置
    • WO1996006242A1
    • 1996-02-29
    • PCT/US1995010512
    • 1995-08-18
    • MAJNARIC TECHNOLOGIES, INC.
    • MAJNARIC TECHNOLOGIES, INC.MAJNARIC, Anton, B.BJERKE, William, M.
    • E04B02/00
    • E04B2/52E01D11/00E04B1/161E04B2/38E04B2/8629E04B2/8641E04B5/36E04B7/20E04B2002/0232E04B2002/0265E04C3/28E04C3/36
    • A building structure is made by wall panels (24) interconnected by column connectors (10). Wall caps (44, 58) support floor panels (34) which have cavities to form headers (82) and purlins (74). Rebar (72) and concrete is placed into selected wall panels and floor forms. Additional wall panels and floor forms are erected thereon to form subsequent stories. A containment structure is made by panels (210) interconnected by column connectors (224, 234), generating a dual wall shell (262). The panels and column connectors are fused together by passing electrical current through conductors (246) at interconnection points, raising the temperature to melt the material. Rebar (276, 278) and concrete are placed in the shell. A bridge is made by forms (310) assembled at a terminal location, elevated, suspended upon cables (374) passing between two locations, and pulled to sequentially engage previously positioned forms until the forms extend between the two locations. The forms are filled with rebar (372) and concrete and provide an exterior finished surface.
    • 建筑结构由通过列连接器(10)互连的墙板(24)制成。 壁盖(44,48)支撑地板镶板(34),其具有形成集管(82)和pur条(74)的空腔。 钢筋(72)和混凝土被放置在选定的墙板和地板形式中。 在其上竖立另外的墙板和地板形式以形成随后的故事。 容纳结构由通过柱连接器(224,234)互连的面板(210)制成,产生双壁外壳(262)。 通过使电流通过互连点处的导体(246)将面板和柱连接器熔合在一起,提高温度以熔化材料。 钢筋(276,278)和混凝土被放置在外壳中。 桥接件通过在末端位置组装的构件(310)制成,升高,悬挂在通过两个位置的电缆(374)之间,并被拉动以顺序地接合先前定位的形式,直到形式在两个位置之间延伸。 这些形式填充有钢筋(372)和混凝土,并提供外部成品表面。
    • 2. 发明申请
    • A WALL ASSEMBLY AND A BUILDING STRUCTURE INCLUDING THE WALL ASSEMBLY
    • 一个墙壁装配和一个建筑结构,包括墙壁总成
    • WO2014022884A1
    • 2014-02-13
    • PCT/AU2013/000870
    • 2013-08-07
    • KOSZO, Nandor
    • KOSZO, Nandor
    • E04B1/20E04B2/64E04B2/84E04G11/06E04G13/02
    • E04B1/165E04B1/167E04B2/38E04B2/40E04B2/68E04B2/84E04B2/8647E04G11/06E04G2011/067
    • A wall assembly for forming an external wall on a building structure is disclosed. The wall assembly comprises a cladding (12) and a plurality of vertical formwork members (14, 16) spaced from each other along the wall assembly, and a horizontal formwork member (50) extending along the top of the wall assembly. The formwork members (14, 16, 50) are elongate profiles having a substantially constant cross sectional shape and they are arranged so that the formwork member/s and the cladding form an interconnected formwork defining a formwork space. The cementitious material that is cast within the formwork space is interconnected and forms a single underlying structural frame within the constructed wall assembly. The assembly includes a plurality of connectors (20, 56) extending between each vertical and horizontal formwork member (14, 16), and (50) and the cladding on which it is mounted. Each connector (20, 56) extends from the cladding (12) through the formwork space to the formwork member (14, 16, 50) so that it is cast within the cementitious material. A method of building a wall assembly is also disclosed.
    • 公开了一种用于在建筑物结构上形成外壁的墙组件。 壁组件包括一个包层(12)和沿壁组件彼此间隔开的多个垂直模板构件(14,16),以及沿壁组件的顶部延伸的水平模板构件(50)。 模板构件(14,16,50)是具有基本上恒定的横截面形状的细长型材,并且它们被布置成使得模板构件和包层形成限定模板空间的互连模板。 浇铸在模板空间内的水泥质材料是互连的,并在构造的墙壁组件内形成一个单一的下面的结构框架。 组件包括在每个垂直和水平模板构件(14,16)之间延伸的多个连接器(20,56)和(50)以及在其上安装的包层。 每个连接器(20,56)从包层(12)延伸通过模板空间到模板构件(14,16,50),使得其被浇铸在水泥材料内。 还公开了一种建立墙壁组件的方法。
    • 4. 发明申请
    • MURO ESTRUCTURAL CON UNA ESTRUCTURA EXOGENA A SU EJE LONGITUDINAL PARA POSIBILITAR SU RELLENO INTERIOR EN OBRA
    • 结构性墙体具有外部结构,其长轴方向用于启用墙壁内置于现场
    • WO2016205968A1
    • 2016-12-29
    • PCT/CL2016/000043
    • 2016-08-04
    • BRAVO VALENZUELA, Ricardo Jovino
    • BRAVO VALENZUELA, Ricardo Jovino
    • E04B2/00E04B2/38E04B2/40E04B2/70E04B2/84
    • E04B2/56E04B2/00E04B2/38E04B2/40E04B2/70E04B2/84E04G11/08
    • Muro estructural con armazón de madera, metal, plástico, policarbonato u otro material resistente que no posee diagonales ni cadenetas rigidizantes en su eje longitudinal o, en su defecto, su estructuración es reticulada y/o articulada. Este muro obtiene la rigidez necesaria a través de una estructuración externa a su eje longitudinal mediante diferentes elementos diagonales fijados a los pies derechos o pilares y soleras, de forma de permitir un vertido o relleno a su interior con materiales que le otorgan a este muro prestaciones de habitabilidad, tales como inercia térmica, aislacion térmica, aislación acústica y resistencia la fuego, mediante la utilización de rellenos muy económicos como el suelo del lugar o mezclas sencillas como el barro empajado, barro con poliestireno expandido, hormigón liviano, suelo con viruta de madera, suelo y cenizas volcánicas, o incluso la utilización de desechos industriales como neumáticos picados u otros elementos, algunos difíciles de reciclar; en resumen, puede utilizar una amplia gama de rellenos, según la necesidad especifica. Esta manera de estructurar permite, mediante la posibilidad de acceder con un relleno a su interior en obra, mejorar ostensiblemente y de manera sencilla, rápida y económica las prestaciones de habitabilidad de los muros, siendo fácilmente prefabricarle e industrializable, y con una importante variedad de aplicaciones en viviendas y variados tipos de edificaciones.
    • 公开了一种具有由木材,金属,塑料,聚碳酸酯或其他耐受材料制成的框架的结构壁,其在其纵向轴线上不具有加强的对角撑杆或凹槽,或者具有网状和/或铰接结构。 该壁通过固定在螺栓或支柱和板上的不同的对角元件,借助于其纵向轴线外部的结构具有必要的刚性,从而允许壁的内部填充有能够 通过使用非常经济的填充物,例如现场的土壤或诸如泥浆和稻草的简单混合物,具有发泡聚苯乙烯的泥浆,轻质混凝土,提供诸如热惯性,隔热性,隔音性和耐火性的居住特性, 地面会有刨花,地球和火山灰,甚至使用工业废物,如穿孔轮胎或其他元素,有些难以回收利用。 综上所述,可以根据具体需要使用各种填充物。 通过使墙壁内部的现场填充能够构造这种方式,可以以简单,快速和经济的方式表面上改进由壁提供的居住特征,该结构易于预制和可工业化, 并且在住宅和各种类型的建筑物中有各种各样的应用。
    • 5. 发明申请
    • BUILDING SYSTEM AND METHOD
    • 建筑系统和方法
    • WO2014005162A1
    • 2014-01-03
    • PCT/ZA2012/000057
    • 2012-09-18
    • BINDER, Wolfgang Adolf
    • BINDER, Wolfgang AdolfKAIN, RussellMILLER, Gordon William
    • E04C2/288E04C3/29E04B2/16
    • E04B2/00E04B1/165E04B1/167E04B1/348E04B2/38E04B2/86E04B7/00E04B2001/34876E04C3/02E04C3/29E04C2003/023E06B3/82E06B3/9649E06B2003/7023
    • A building system (10) comprising insulating formers (12) manufactured from an insulating material, for example polystyrene foam. Each former (12) has at least one internal wall defining a rebated portion (18) in which concrete can be cast, forming a reinforcing rib (20). The rebated portion (18) typically has a dove-tail profile to reduce the likelihood of the cast concrete rib (20) falling out. Each former (12) has locating formations or engagement means (22, 24) configured for complementary engagement with at least one other former (12), allowing the formers (12) to be arranged in register with one another. Also disclosed is a method of building which includes the steps of: shaping formers (12) from insulating material for example polystyrene foam, in such a way that the formers (12) each define a rebated portion (18) and engagement means (22, 24) configured for complementary engagement with at least one other former (12); casting reinforced concrete ribs (20) in the rebated portions (18); and arranging the formers (12) in abutment with one another.
    • 一种建筑系统(10),包括由绝缘材料制成的绝缘成形器(12),例如聚苯乙烯泡沫。 每个前者(12)具有至少一个内壁,其限定了可以铸造混凝土的折回部分(18),形成加强筋(20)。 折回部分(18)通常具有鸠尾形轮廓以减少铸造混凝土肋(20)脱落的可能性。 每个前者(12)具有构造成用于与至少一个其它前者(12)互补接合的定位结构或接合装置(22,24),允许成形体(12)彼此对准地布置。 还公开了一种建造方法,其包括以下步骤:从绝缘材料(例如聚苯乙烯泡沫)成型成形器(12),使得成形器(12)各自限定折回部分(18)和接合装置(22, 24),其被配置为与至少一个其它成形器(12)的互补接合; 在折回部分(18)中铸造钢筋混凝土肋(20); 以及将所述成形器(12)彼此邻接配置。
    • 6. 发明申请
    • BLOCO PARA MURO DE CONTENÇÃO E MÉTODO DE CONSTRUÇÃO DE MURO
    • 容积墙和墙施工方法
    • WO2012167340A1
    • 2012-12-13
    • PCT/BR2012/000178
    • 2012-06-06
    • GEO SOLUÇÕES COMÉRCIO E SERVIÇOS LTDA - MEPIMENTEL, Victor Eduardo
    • PIMENTEL, Victor Eduardo
    • E04B2/54E04B1/02E04C1/00
    • E04C1/395E04B2/38
    • A presente invenção refere-se a um bloco para muro de contenção de solo e respectivo método de construção de muro, sendo o bloco (1 ) dotado de abas paralelas (12) em prolongamento de suas laterais que permitem seu posicionamento ao redor de ferragens (4) de pilares (5) que assim seWem de formas quando da concretagem dos pilares (5), enquanto que o muro é formado por justaposição dos blocos (1 ) sem argamassa, de forma a resistir a esforços oriundos de cargas externas e ainda permitir a drenagem do sqlo retido pelo muro (2), compreendendo os blocos (1 ) assentados em fiadas, em que a cada fiada os blocos (1 ) são posicionados em um sentido, com a face aberta (14) voltada para uma mesma direção, e com as abas (12) encaixadas ao redor das ferragens (4); sendo que na fiada subsequente os blocos (1 ) são posicionados em direção invertida com a face aberta (14) voltada para a direção oposta.
    • 本发明涉及一种土壤容纳壁块和相应的墙体施工方法,该块体(1)设置有作为其侧面部分的延伸部的平行翼(12),其允许围绕结构铁件(4 )柱(5),因此当柱体(5)被混凝土时,作为形式的柱体(5),而壁通过块体(1)的并排形成,而不需要灰浆,以承受来自外部载荷的力 并且因此允许由壁(2)保持的土壤排出,块(1)被安置在横列中,每个路线具有沿一个方向定位的块(1),敞开面(14)面向同一个 方向,并且翼(12)包围在结构铁器(4)周围; 在下一个过程中,块(1)沿相反方向定位,其中开放面(14)面向相反方向。