ES2603581T3 - Factory or masonry prop, construction system and method - Google Patents
Factory or masonry prop, construction system and method Download PDFInfo
- Publication number
- ES2603581T3 ES2603581T3 ES09757799.3T ES09757799T ES2603581T3 ES 2603581 T3 ES2603581 T3 ES 2603581T3 ES 09757799 T ES09757799 T ES 09757799T ES 2603581 T3 ES2603581 T3 ES 2603581T3
- Authority
- ES
- Spain
- Prior art keywords
- masonry
- factory
- strut
- cavity
- connecting beam
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000000034 method Methods 0.000 title description 3
- 238000010276 construction Methods 0.000 title description 2
- 230000002787 reinforcement Effects 0.000 abstract description 16
- 230000005540 biological transmission Effects 0.000 abstract description 5
- 230000003014 reinforcing effect Effects 0.000 abstract description 3
- 230000000284 resting effect Effects 0.000 abstract 1
- 230000014759 maintenance of location Effects 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/24—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/18—Spacers of metal or substantially of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Reinforcement Elements For Buildings (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Retaining Walls (AREA)
Abstract
Un sistema de fábrica o mampostería que comprende: un puntal (2) de refuerzo del muro que comprende un elemento alargado (4) de transmisión de esfuerzos entre hiladas, un bloque (14) de fábrica o mampostería ahuecado que define una cavidad (18) de la viga de unión, y una barra (8) de armadura situada dentro de la cavidad de la viga de unión, caracterizado por que el elemento (4) de transmisión de esfuerzos comprende un elemento (28) de apoyo situado en una junta horizontal, o un pie (8a, 8b) que descansa en el suelo de la cavidad (18) de la viga de unión, en ambos casos para proporcionar una referencia de alineación en altura; comprendiendo además el elemento (4) de transmisión de esfuerzos un elemento (34) de cuna para armadura, que sostiene la barra (8) de armadura en una posición requerida para permitir que sea anclada a una viga de unión formada dentro de la cavidad (18) de la viga de unión.A factory system or masonry comprising: a strut (2) reinforcing the wall comprising an elongate member (4) stress transmission between courses, a block (14) factory or masonry recessed defining a cavity (18) of the connecting beam, and a reinforcement bar (8) located within the cavity of the connecting beam, characterized in that the stress transmission element (4) comprises a support element (28) located in a horizontal joint , or a foot (8a, 8b) resting on the floor of the cavity (18) of the connecting beam, in both cases to provide a reference for alignment in height; further comprising the element (4) force transmission element (34) of cradle armor holding bar (8) of armor in a required position to enable it to be anchored to a connecting member formed in the cavity ( 18) of the connecting beam.
Description
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puede ser similar al agujero 16 de la base del bloque 14 de fábrica o mampostería ahuecado, como se ha descrito anteriormente, o cualquier otro agujero adecuado, tal como uno formado por la eliminación de una parte de la base en un extremo de un bloque 14 de fábrica o mampostería ahuecado. Donde las armaduras verticales se prologan hacia arriba desde la viga de unión, las partes superiores abiertas de los bloques en U permiten a los puntales 62 pasar hacia arriba desde el espacio de la viga de unión directamente hasta el interior hueco del bloque en la hilada superior. Alternativamente, los puntales 62 de atadura pueden ser ajustados sobre las barras 70 de armadura verticales después de que los bloques 14 de fábrica o mampostería ahuecados de la hilada de viga de unión hayan sido puestos en su lugar. Una vez que todos los bloques de fábrica o mampostería de la hilada 12 de viga de unión están en su posición, las barras 8 de armadura horizontales se colocan en los elementos 6 de cuna para armadura de los puntales 2 de transmisión de esfuerzo cortante y los elementos 6 de cuna para armadura del puntal 62 de atadura se enganchan en las barras 8 de armadura horizontal elevando y girando el puntal 62 de atadura. Los agujeros pasantes verticales de los bloques 14 de fábrica o mampostería ahuecados y los bloques correspondientes de la hilada adyacente por debajo son entonces rellenados con hormigón húmedo. La cavidad 18 longitudinal en forma de U formada por los bloques 14 de fábrica o mampostería ahuecados se llena entonces con hormigón para formar la viga 12 de unión completa. it may be similar to the hole 16 of the base of the recessed 14 factory or masonry block, as described above, or any other suitable hole, such as one formed by the removal of a part of the base at one end of a block 14 Factory or masonry hollowed out. Where the vertical reinforcements are extended upwards from the joining beam, the open upper parts of the U-blocks allow the struts 62 to pass upwardly from the space of the connecting beam directly to the hollow interior of the block in the upper course . Alternatively, the tie struts 62 may be adjusted on the vertical reinforcement bars 70 after the recessed factory or masonry blocks 14 of the connecting beam course have been put in place. Once all the factory or masonry blocks of the joist beam 12 are in position, the horizontal reinforcement bars 8 are placed in the cradle elements 6 for armature of the shear struts 2 of transmission and the cradle elements 6 for reinforcement of the fastening strut 62 are engaged in the horizontal reinforcement bars 8 by raising and rotating the fastening strut 62. The vertical through holes of the recessed factory or masonry blocks 14 and the corresponding blocks of the adjacent row below are then filled with wet concrete. The longitudinal U-shaped cavity 18 formed by the hollowed factory or masonry blocks 14 is then filled with concrete to form the full joist beam 12.
Las Figuras 9a y 9b muestran otro ejemplo de puntal 62 de atadura similar al puntal 62 de atadura que se muestra en las Figuras 7a-b y 8a-b. En esta versión alternativa del puntal 62 de atadura, el adaptador 66 es una espiga adaptada para asegurar el puntal 62 de atadura a un poste o pilar vertical 78 de refuerzo. De manera similar al puntal 62 de atadura que se muestra en las Figuras 7a-b y b 8a-b, la primera parte 64 del puntal 62 de atadura mostrado en las Figuras 9a-b y 10 comprende los elementos 6 de cuna para armadura con rebordes 36 de retención en la parte superior de la cuna 6 que operan para permitir al puntal 62 de atadura colgar de la barras 8 de armadura horizontales. En este ejemplo de un puntal 62 de atadura, el adaptador está configurado para ser colocado y alojado dentro del interior hueco de un pilar vertical 78 de refuerzo típicamente tubular, que tiene, por ejemplo, una sección transversal rectangular y un correspondiente agujero interior de sección transversal rectangular. En principio, sin embargo, un puntal 62 de atadura puede ser adaptado para ser colocado sobre el pilar de un modo similar al puntal 62 de atadura de la Figura 7a-b. El adaptador del puntal 62 de atadura, en el ejemplo mostrado en las Figuras 9a-b, como se muestra además en la Figura 10, se inserta en el interior hueco del pilar vertical 78 de refuerzo. El puntal 62 de atadura puede comprender también un reborde 80 de tope al menos parcialmente circunferencial con al menos una dimensión en sección transversal mayor que la dimensión correspondiente del agujero del pilar. El adaptador 66 del puntal 62 de atadura se inserta en el pilar 78 hasta que el reborde 80 de tope entra en contacto con la parte superior del pilar 78. Figures 9a and 9b show another example of tie strut 62 similar to tie strut 62 shown in Figures 7a-b and 8a-b. In this alternative version of the tie strut 62, the adapter 66 is a pin adapted to secure the tie strut 62 to a vertical post or reinforcement pillar 78. Similar to the tie strut 62 shown in Figures 7a-byb 8a-b, the first part 64 of the tie strut 62 shown in Figures 9a-by 10 comprises the cradle elements 6 for reinforcement with flanges 36 of retention at the top of the cradle 6 which operate to allow the tie strut 62 to hang from the horizontal reinforcement bars 8. In this example of a tie strut 62, the adapter is configured to be placed and housed inside the hollow interior of a typically tubular reinforcement vertical pillar 78, which has, for example, a rectangular cross section and a corresponding inner section hole. rectangular cross. In principle, however, a tie strut 62 can be adapted to be placed on the pillar in a manner similar to the tie strut 62 of Figure 7a-b. The adapter of the tie strut 62, in the example shown in Figures 9a-b, as also shown in Figure 10, is inserted into the hollow interior of the vertical reinforcing pillar 78. The tie strut 62 may also comprise an at least partially circumferential shoulder flange 80 with at least one dimension in cross section greater than the corresponding dimension of the hole in the abutment. The adapter 66 of the tie strut 62 is inserted into the pillar 78 until the stop flange 80 comes into contact with the upper part of the pillar 78.
Preferiblemente, la forma de la sección transversal del adaptador 66 puede estar hecha para encajar en una variedad de pilares verticales 78 de refuerzo. Cuando la sección transversal del adaptador 66 no forma un ajuste estrecho con la sección transversal interior del pilar vertical, se pueden unir tiras separadoras 82 al adaptador 66 del puntal 62 de atadura mediante soldadura o cualquier otro método de fijación adecuado para que el adaptador 66 forme un ajuste estrecho con el agujero interior del pilar vertical 78 de refuerzo. Preferably, the shape of the cross section of the adapter 66 may be made to fit a variety of vertical reinforcing pillars 78. When the cross section of the adapter 66 does not form a tight fit with the inner cross section of the vertical pillar, spacer strips 82 can be attached to the adapter 66 of the fastening strut 62 by welding or any other suitable fixing method for the adapter 66 to form a narrow fit with the inner hole of the vertical reinforcement pillar 78.
Un muro 10 de fábrica o mampostería con una o más barras 8 de armadura horizontales y pilares verticales 78 se construye de una manera similar al método de construcción preferido de un muro 10 de fábrica o mampostería con barras verticales 70 y horizontales 8 de armadura como se detalló anteriormente. Cuando se construye un muro 10 con barras 8 de armadura horizontales y pilares verticales 78 los bloques de fábrica o mampostería de cada hilada deben tener agujeros pasantes verticales dimensionados para alojar los pilares verticales 78. Los extremos superiores de los pilares 78 acaban por debajo de los bloques ahuecados 14 de la hilada de viga 12 de unión, ya sea en la hilada inmediatamente inferior a la hilada de viga 12 de unión o dentro de la junta horizontal 24 entre ellas. Cada puntal 62 de atadura está encajado en el extremo de su pilar 78 de tal manera que al menos las primeras partes 64 de los puntales 62 de atadura sobresalgan en los bloques 14 de fábrica o mampostería ahuecados. Preferiblemente, solo las primeras partes 64 de los puntales 62 de atadura sobresalen en los bloques 14 de fábrica o mampostería ahuecados de la hilada de viga 12 de unión, estando los rebordes 80 de tope ya sea en la junta horizontal 24 o dentro del agujero pasante vertical de los bloques de fábrica o mampostería inferiores adyacentes. A factory or masonry wall 10 with one or more horizontal reinforcement bars 8 and vertical pillars 78 is constructed in a manner similar to the preferred method of construction of a factory or masonry wall 10 with vertical 70 and horizontal reinforcement bars 8 as is detailed above. When a wall 10 is constructed with horizontal reinforcement bars 8 and vertical pillars 78 the factory or masonry blocks of each course must have vertical through holes sized to accommodate the vertical pillars 78. The upper ends of the pillars 78 end below the recessed blocks 14 of the connecting beam course 12, either in the course immediately inferior to the connecting beam course 12 or within the horizontal joint 24 between them. Each fastening strut 62 is fitted at the end of its abutment 78 in such a way that at least the first parts 64 of the fastening struts 62 protrude into the hollowed factory or masonry blocks 14. Preferably, only the first parts 64 of the fastening struts 62 protrude into the recessed factory or masonry blocks 14 of the connecting beam course 12, the abutment flanges 80 being either in the horizontal joint 24 or in the through hole vertical of adjacent lower masonry or masonry blocks.
Tabla de elementos referenciados Table of referenced items
- Referencia Reference
- Elemento Element
- 2 2
- Puntal Strut
- 3 3
- Puntal de longitud aumentada Strut of increased length
- 4 4
- Elemento de transmisión de esfuerzos Force transmission element
- 6 6
- Elemento de cuna para armadura Armor cradle element
- 8 8
- Barra de armadura Armor bar
- 10 10
- Muro de fábrica o mampostería Factory or masonry wall
- 12 12
- Viga de unión Joining beam
11 eleven
- 14 14
- Bloque de fábrica o mampostería ahuecado Recessed masonry or factory block
- 16 16
- Agujero en la base de un bloque de fábrica o mampostería Hole in the base of a factory or masonry block
- 18 18
- Cavidad Cavity
- 20 twenty
- Pilares de soporte carga Load bearing pillars
- 22 22
- Perpiaño Perpiaño
- 24 24
- Junta horizontal Horizontal joint
- 26 26
- Conexión Connection
- 2828
- Elemento de apoyo Support element
- 30 30
- Hiladas de fábrica o mampostería adyacentes Adjacent factory or masonry courses
- 32 32
- Aberturas Openings
- 34 3. 4
- Muesca Notch
- 36 36
- Reborde de retención Retention flange
- 38 38
- Bordes largos opuestos Opposite long edges
- 40 40
- Bordes de tope Butt edges
- 42 42
- Abertura Opening
- 44 44
- Placa posterior Back plate
- 46 46
- Elemento de fijación de armadura Armor Fixing Element
- 48 48
- Agujero de placa posterior Backplate hole
- 50 fifty
- Agujero en pilar de carga Hole in loading pillar
- 52 52
- Adaptador de montaje Mounting adapter
- 54 54
- Placa de base de la conexión Connection base plate
- 56 56
- Brida de recepción de la conexión Connection receiving flange
- 58 58
- Agujeros de montaje Mounting holes
- 60 60
- Agujeros de montaje alargados Elongated mounting holes
- 62 62
- Puntal de atadura Tie strut
- 64 64
- Primera parte del puntal de atadura First part of the binding strut
- 66 66
- Adaptador Adapter
- 68 68
- Agujero cilíndrico Cylindrical hole
- 70 70
- Barra de armadura vertical Vertical armor bar
- 72 72
- Conexión de barra de armadura vertical Vertical reinforcement bar connection
- 74 74
- Placa de base de conexión de barra de armadura vertical Vertical armor bar connection base plate
- 76 76
- Parte tubular que se prolonga hacia fuera Tubular part that extends outwards
- 78 78
- Poste vertical de refuerzo Vertical reinforcement post
- 80 80
- Reborde de tope Butt Flange
- 82 82
- Tiras separadoras Strips separators
12 12
Claims (1)
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB0810219 | 2008-06-04 | ||
| GB0810219A GB2460674A (en) | 2008-06-04 | 2008-06-04 | Masonry bracket |
| PCT/GB2009/050603 WO2009147427A2 (en) | 2008-06-04 | 2009-06-02 | Masonry bracket, system and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| ES2603581T3 true ES2603581T3 (en) | 2017-02-28 |
Family
ID=39638167
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES09757799.3T Active ES2603581T3 (en) | 2008-06-04 | 2009-06-02 | Factory or masonry prop, construction system and method |
Country Status (8)
| Country | Link |
|---|---|
| US (1) | US20110072751A1 (en) |
| EP (1) | EP2313575B1 (en) |
| AU (1) | AU2009254997B2 (en) |
| CA (1) | CA2726735C (en) |
| ES (1) | ES2603581T3 (en) |
| GB (1) | GB2460674A (en) |
| NZ (1) | NZ590165A (en) |
| WO (1) | WO2009147427A2 (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8201376B2 (en) * | 2009-09-03 | 2012-06-19 | Witcher Steve D | Dry-stack masonry system |
| US9309682B2 (en) * | 2009-12-28 | 2016-04-12 | Ralph Gerald Hurst | Strong arm bolt-rebar hanger system for concrete footing forms |
| US8763980B2 (en) * | 2010-02-11 | 2014-07-01 | Curtis J. Deslatte | Post bracket and post support structure incorporating the same |
| GB2485397B (en) | 2010-11-12 | 2013-07-03 | Wembley Innovation Ltd | Reinforced masonry panel structures |
| CA2838184C (en) * | 2011-06-03 | 2019-07-02 | Hercuwall Inc. | Stronger wall system |
| US8844224B2 (en) * | 2012-04-30 | 2014-09-30 | James Scot LINDQUIST | Utility dowel bracket |
| AU2013366093B2 (en) | 2012-12-21 | 2017-07-20 | Wembley Innovation Ltd | Reinforced blockwork construction method |
| US9834945B2 (en) | 2014-06-10 | 2017-12-05 | Harvel K. Crumley | Concrete form tie assembly for monolithic slabs bearing on masonry stem walls |
| KR102190324B1 (en) * | 2018-11-12 | 2020-12-11 | 김태명 | A Set of Assemble-able Bricks |
| US10982444B1 (en) * | 2019-09-26 | 2021-04-20 | Mettler-Toledo, LLC | Tensile reinforcements for concrete slab |
Family Cites Families (37)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US191881A (en) * | 1877-06-12 | Improvement in jron posts for wire fences | ||
| DE249812C (en) * | ||||
| NL284038A (en) | ||||
| US467434A (en) * | 1892-01-19 | Wire-fence post | ||
| US1362707A (en) * | 1919-11-01 | 1920-12-21 | Henry H Lampert | Bar-support |
| US1409645A (en) * | 1920-08-06 | 1922-03-14 | Hugh J Baker | Spacer for reenforcements |
| US1613351A (en) * | 1924-05-31 | 1927-01-04 | Buffalo Steel Company | Chair for concrete-reenforcing rods |
| CH125649A (en) * | 1927-08-13 | 1928-05-01 | Servalli Hofstetter August | Reinforced block masonry. |
| US2467115A (en) * | 1946-01-30 | 1949-04-12 | Richard W Duggan | Anchor bracket |
| AT324651B (en) * | 1971-06-16 | 1975-09-10 | Tor Isteg Steel Corp | ASSEMBLY OR FIXING MEMBER FOR REINFORCEMENT OR REINFORCEMENT ELEMENT IN REINFORCED CONCRETE CONSTRUCTION |
| US4598523A (en) * | 1984-01-17 | 1986-07-08 | Tolliver Wilbur E | Reinforcement support spacer |
| US4875319A (en) * | 1988-06-13 | 1989-10-24 | Hohmann & Barnard, Inc. | Seismic construction system |
| DE3824790C2 (en) * | 1988-07-21 | 1994-10-13 | Brusnowitz Georg | Anchor system for the production of reinforced masonry |
| DE9201584U1 (en) * | 1992-02-08 | 1992-07-16 | Bähr, Richard, 7901 Dorndorf | Spacer for a reinforcing bar to be embedded in concrete |
| IL104101A (en) * | 1992-12-15 | 1996-10-16 | Ron Eli | Members for reinforcing supporting and tying steel bars for reinforced concrete |
| US6112494A (en) * | 1996-05-16 | 2000-09-05 | Hardy Construction Products, L.L.C. | System for affixing rebar lattice to receive concrete |
| EP0833014B1 (en) * | 1996-09-27 | 2004-06-09 | Elmenhorst Bauspezialartikel GmbH & Co.KG | Reinforcing system for masonry |
| DE29618030U1 (en) * | 1996-10-17 | 1996-11-28 | Halfen GmbH & Co. KG, 40764 Langenfeld | Reinforcement stirrups for facing masonry |
| ES2143357B1 (en) * | 1997-02-14 | 2000-12-01 | Argiles Josep Maria Adell | INTEGRAL SYSTEM OF ASSEMBLY OF FACTORY WALLS. |
| US5878546A (en) * | 1997-07-10 | 1999-03-09 | Westover; Albert R. | Concrete reinforcing bar connector |
| US6240688B1 (en) * | 1997-12-12 | 2001-06-05 | Bradley S. Dressler | Holder for adjustable positioning of reinforcing rods |
| US5907939A (en) * | 1998-06-02 | 1999-06-01 | Reichel; Kurt O. | Masonry hanger |
| US20020017070A1 (en) * | 2000-06-30 | 2002-02-14 | Batch Juan R. | Plastic module for insulated concrete waffle wall |
| GB0100372D0 (en) * | 2001-01-06 | 2001-02-14 | Owen George | Support apparatus |
| US6588168B2 (en) * | 2001-04-17 | 2003-07-08 | Donald L. Walters | Construction blocks and structures therefrom |
| US6637171B1 (en) * | 2001-10-17 | 2003-10-28 | Bryan D. Toone | Apparatus and method for reinforcing concrete using rebar isolators |
| US6629394B1 (en) * | 2001-12-13 | 2003-10-07 | Oscar Trevino | Rebar hanger |
| US6866445B2 (en) * | 2001-12-17 | 2005-03-15 | Paul M. Semler | Screed ski and support system and method |
| US6679024B2 (en) * | 2002-02-26 | 2004-01-20 | Kjell L. Dahl | High strength grouted pipe coupler |
| DE10310715A1 (en) * | 2003-03-10 | 2004-10-07 | Fachhochschule Gießen-Friedberg | Invention relating to components as reinforcement elements and concrete parts made therefrom |
| US7178789B1 (en) * | 2003-12-31 | 2007-02-20 | Lehmann Ryan P | Fixture for hanging wire fence |
| US20060016143A1 (en) * | 2004-07-26 | 2006-01-26 | Morris Richard D | Insulated tile and stone block wall |
| US20060248832A1 (en) * | 2005-05-06 | 2006-11-09 | Shidler David C | Concrete wall form tie |
| WO2007136233A1 (en) | 2006-05-24 | 2007-11-29 | Yan Sup Lee | Fix holder, steel wire, bricks, and bricks wall reinforcement method thereby |
| GB2440531B (en) * | 2006-08-01 | 2008-07-02 | Pyramid Builders Ltd | Reinforced Masonry Panel Structure |
| US20090235601A1 (en) * | 2008-03-19 | 2009-09-24 | Off Site Construction R&D Limited | Wall unit |
| US8348224B2 (en) * | 2008-04-03 | 2013-01-08 | Paladin Industrial, Llc | Tie system for forming poured concrete walls over concrete footings |
-
2008
- 2008-06-04 GB GB0810219A patent/GB2460674A/en not_active Withdrawn
-
2009
- 2009-06-02 ES ES09757799.3T patent/ES2603581T3/en active Active
- 2009-06-02 NZ NZ590165A patent/NZ590165A/en unknown
- 2009-06-02 US US12/737,074 patent/US20110072751A1/en not_active Abandoned
- 2009-06-02 CA CA2726735A patent/CA2726735C/en active Active
- 2009-06-02 AU AU2009254997A patent/AU2009254997B2/en active Active
- 2009-06-02 WO PCT/GB2009/050603 patent/WO2009147427A2/en active Application Filing
- 2009-06-02 EP EP09757799.3A patent/EP2313575B1/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| EP2313575B1 (en) | 2016-08-17 |
| GB0810219D0 (en) | 2008-07-09 |
| WO2009147427A2 (en) | 2009-12-10 |
| GB2460674A (en) | 2009-12-09 |
| CA2726735A1 (en) | 2009-12-10 |
| EP2313575A2 (en) | 2011-04-27 |
| WO2009147427A3 (en) | 2010-01-28 |
| CA2726735C (en) | 2017-07-18 |
| AU2009254997A1 (en) | 2009-12-10 |
| NZ590165A (en) | 2012-06-29 |
| WO2009147427A4 (en) | 2010-03-25 |
| AU2009254997B2 (en) | 2014-03-27 |
| US20110072751A1 (en) | 2011-03-31 |
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