WO2009024623A2 - Système de coffrage perdu en matière plastique - Google Patents
Système de coffrage perdu en matière plastique Download PDFInfo
- Publication number
- WO2009024623A2 WO2009024623A2 PCT/ES2007/000422 ES2007000422W WO2009024623A2 WO 2009024623 A2 WO2009024623 A2 WO 2009024623A2 ES 2007000422 W ES2007000422 W ES 2007000422W WO 2009024623 A2 WO2009024623 A2 WO 2009024623A2
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- slats
- plastic
- formwork system
- separators
- plastic material
- Prior art date
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 34
- 239000004033 plastic Substances 0.000 title claims abstract description 27
- 239000002184 metal Substances 0.000 claims abstract description 16
- 229910052751 metal Inorganic materials 0.000 claims abstract description 16
- 239000000463 material Substances 0.000 claims description 26
- 125000006850 spacer group Chemical group 0.000 claims description 10
- 230000002787 reinforcement Effects 0.000 claims description 7
- 230000008878 coupling Effects 0.000 claims description 6
- 238000010168 coupling process Methods 0.000 claims description 6
- 238000005859 coupling reaction Methods 0.000 claims description 6
- 238000001125 extrusion Methods 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000000926 separation method Methods 0.000 claims description 4
- 239000000470 constituent Substances 0.000 claims description 3
- 238000005192 partition Methods 0.000 claims description 3
- 238000004804 winding Methods 0.000 claims description 2
- 235000017274 Diospyros sandwicensis Nutrition 0.000 claims 2
- 241000282838 Lama Species 0.000 claims 2
- 239000003000 extruded plastic Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 7
- 230000008569 process Effects 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- 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
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
- E04C5/0618—Closed cages with spiral- or coil-shaped stirrup rod
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/062—Forms for curved walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/05—Forming boards or similar elements the form surface being of plastics
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/6116—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by locking means on lateral surfaces
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
- E04B1/6129—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface the connection made by expansion
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6179—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions and recesses on each frontal surface
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
Definitions
- the formwork is generally constituted from a framework formed by a set of metal or wooden plates conveniently arranged to receive the concrete that, when hardened, forms the walls walls or work elements constructed with this material, which , depending on the type of construction they will take a form one another.
- Each of said surfaces is constituted by a plurality of hollow and equal slats, which according to the type of construction to which they are intended may be longitudinally slightly curved, for example for the realization of curved surfaces, or be flat, and in suitable number to form the structure that is convenient, being longitudinally joined together, which, preferably made of plastic material, will be obtained by extrusion, so that the length or height thereof will not be restricted, and can be cut as required by a size or another depending on the height of the structure to be built.
- the inclusion in its interior is provided, which is hollow and equipped with a series of longitudinal reinforcement partitions that they divide their interior into cells, of metal profiles that, adjusted to some of said cells, will give total rigidity to the slats and consequently to the structure of the formwork.
- the special geometry of the described slats also allows, and advantageously, their transport individually or together, winding the surface, formed by the longitudinal union of the number of slats that is convenient, wound on itself in a spiral.
- the invention foresees the use of other trapezoidal and special design slats suitable to be fixed laterally to each other until form a conical cover, to later deposit the concrete.
- Figures 2-B and 2-C- show respective details of the reinforcement metal profile introduced inside the slats and the configuration of the tongue and groove ends thereof.
- Figures 4-A and 4-B. - They show in detail the two possible positions of the union between the slats.
- Figure number 9. Shows a perspective view of the configuration of the additional inner support bars in the case of closed structures, such as the cylindrical that has been taken as example.
- Figure number 12.- Shows a perspective view of the alternative embodiment of internal metal structure for the realization of circular structures.
- Figure number 13. Shows a detail of the T-configuration of the end of the crosshead of the structure represented in Figure 12.
- the formwork system in question is essentially formed from two parallel surfaces, (cylindrical and concentric in the case of the example shown since it is a circular tank), an exterior (1) and an interior (2), between which a ferrule mesh (3) is installed, leaving the hollow between them prepared to pour into it the fresh concrete.
- Said ends have the male end (4a), an inner arrow shape (14) arranged between longer walls (15) and bent at its ends (16), design specially studied to fit with some flexibility, in two different positions, one more open and one more closed, as appropriate, as seen in Figures 4-A and 4-B, on the female end (4b) of the adjacent plank , thanks to said female end (4b) having a groove (17) in the form of an arrow suitable for receiving the aforementioned arrow (14) and two pairs of grooves (18) intended for the angled ends (16) of the male end (4a) ) arranged some closer to the end of the slat (4) and the others further inwards, being able to make them distance or approach and, if appropriate, can rotate slightly with each other to a certain limit angle, thus adjusting exactly Ia length and diameter of concentric or parallel surfaces (1 ) and (2) to the length required to be able to conform the different diameters or structures that are required in each case.
- the formwork can be removed, following the steps described in reverse order and ultimately eliminating the threaded area (6) of the spacers (5), which after the removal of the nuts (7 ) It will protrude internally and externally from the walls of the structure, thus leaving the smooth surface and the body thereof prepared for the placement of the dome if appropriate.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
MX2009013537A MX2009013537A (es) | 2007-06-13 | 2007-07-13 | Sistema de encofrado perdido de material plastico. |
EP07788668A EP2169133A2 (fr) | 2007-06-13 | 2007-07-13 | Système de coffrage perdu en matière plastique |
BRPI0721758-7A BRPI0721758A2 (pt) | 2007-06-13 | 2007-07-13 | sistema de molde tipo perdido em plÁstico |
US12/664,500 US20100154321A1 (en) | 2007-06-13 | 2007-07-13 | Permanent plastic formwork system |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200701635A ES2336516B1 (es) | 2007-06-13 | 2007-06-13 | Sistema de encofrado perdido de material plastico. |
ESP200701635 | 2007-06-13 |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2009024623A2 true WO2009024623A2 (fr) | 2009-02-26 |
WO2009024623A3 WO2009024623A3 (fr) | 2009-05-28 |
Family
ID=40378745
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ES2007/000422 WO2009024623A2 (fr) | 2007-06-13 | 2007-07-13 | Système de coffrage perdu en matière plastique |
Country Status (6)
Country | Link |
---|---|
US (1) | US20100154321A1 (fr) |
EP (1) | EP2169133A2 (fr) |
BR (1) | BRPI0721758A2 (fr) |
ES (1) | ES2336516B1 (fr) |
MX (1) | MX2009013537A (fr) |
WO (1) | WO2009024623A2 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10301838B1 (en) * | 2017-11-09 | 2019-05-28 | Kach Inc. | Metal skeleton for the reinforcement of vertically elongated concrete structures |
US11591793B2 (en) * | 2020-11-10 | 2023-02-28 | Forma Technologies Inc. | Composite conduit formwork structure and method of fabrication |
Families Citing this family (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102852328B (zh) | 2007-11-09 | 2015-08-12 | Cfs混凝土模板系统公司 | 用于模板系统的枢转活动连接器部件以及使用该枢转活动连接器部件的方法 |
US8943774B2 (en) | 2009-04-27 | 2015-02-03 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
AU2010204442B2 (en) | 2009-01-07 | 2016-01-07 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
CA2888405C (fr) | 2009-02-18 | 2017-03-21 | Cfs Concrete Forming Systems Inc. | Systeme de raccordement par emboitement pour coffrage perdu |
CA2804361C (fr) | 2010-07-06 | 2014-04-08 | Cfs Concrete Forming Systems Inc. | Systeme de poussee pour restaurer, reparer, renforcer, proteger, isoler et/ou revetir des structures |
WO2013075250A1 (fr) | 2011-11-24 | 2013-05-30 | Cfs Concrete Forming Systems Inc. | Coffrage restant en place avec panneaux anti-déformation |
CA2988025C (fr) | 2012-01-05 | 2018-08-14 | Cfs Concrete Forming Systems Inc. | Systemes pour restaurer, reparer, renforcer, proteger, isoler et gainer des structures avec des composants en porte-a-faux localisables |
US10151119B2 (en) | 2012-01-05 | 2018-12-11 | Cfs Concrete Forming Systems Inc. | Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same |
EP3243978B1 (fr) * | 2012-01-05 | 2023-07-12 | CFS Concrete Forming Systems Inc. | Connexions panneau à panneau pour garnitures de maintien en place utilisées pour réparer des structures |
CA2932453C (fr) | 2013-12-06 | 2022-07-12 | Cfs Concrete Forming Systems Inc. | Composants de garniture de revetement de structure et procedes de fabrication et d'utilisation de ceux-ci |
WO2015130154A1 (fr) * | 2014-02-25 | 2015-09-03 | Chávez Flores José | Équipement d'accessoires qui, assemblés et montés, forment des moules pour recevoir du béton ou similaire, pour la construction de cubes, tels que des dalots, des supports, des cloisons, des colonnes, des poutres, des corbeaux et des dalles et/ou plafonds, dans des ouvrages de construction civile |
CA2940979C (fr) * | 2014-02-28 | 2022-04-05 | University Of Maine System Board Of Trustees | Beton hybride, tour composite pour une eolienne et methode de fabrication |
US9982444B2 (en) | 2014-04-04 | 2018-05-29 | Cfs Concrete Forming Systems Inc. | Liquid and gas-impermeable connections for panels of stay-in-place form-work systems |
EP3397823B1 (fr) | 2015-12-31 | 2022-03-09 | CFS Concrete Forming Systems Inc. | Appareil de revêtement de structure à largeur ajustable et outil pour celui-ci |
US10306984B2 (en) * | 2016-08-30 | 2019-06-04 | The Boeing Company | Toroidal support structures |
WO2018184103A1 (fr) | 2017-04-03 | 2018-10-11 | Cfs Concrete Forming Systems Inc. | Revêtements de maintien en place à grande portée |
CA3084840C (fr) | 2017-12-22 | 2024-04-16 | Cfs Concrete Forming Systems Inc. | Douilles-entretoises a encliquetage pour restaurer, reparer, renforcer, proteger, isoler et/ou barder des structures |
AU2020218008A1 (en) | 2019-02-08 | 2021-09-16 | Cfs Concrete Forming Systems Inc. | Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB671300A (en) * | 1949-11-24 | 1952-04-30 | James Finlay & Company Ltd | Shuttering system |
FR2573116A1 (fr) * | 1984-11-14 | 1986-05-16 | Bach Philippe | Cloison de piscine a panneaux modulaires. |
WO2000065167A1 (fr) * | 1999-04-23 | 2000-11-02 | The Dow Chemical Company | Formes et structure de mur isolees, et procede de fabrication associe |
JP2001132226A (ja) * | 1999-10-29 | 2001-05-15 | Mamoru Shinohara | 廃プラスチックを利用して作成したコンクリート型枠パネル |
WO2002010526A1 (fr) * | 2000-07-31 | 2002-02-07 | John Caradoc Letton | Ameliorations en matiere de construction de batiments, et de parties de batiments correspondantes |
US20030056462A1 (en) * | 2001-09-21 | 2003-03-27 | Marc Roy | Method and apparatus for forming a concrete foundation wall |
JP2005060927A (ja) * | 2003-08-08 | 2005-03-10 | Sun Life Kk | ド−ムハウスおよびその構築方法およびセグメント溝加工装置 |
EP1538273A1 (fr) * | 2003-12-05 | 2005-06-08 | Florent Bahri | Elément de coffrage préfabriqué perdu, module obtenu avec cet élément de coffrage et ossature fabriquée avc ces modules |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1197140A (en) * | 1914-10-10 | 1916-09-05 | Richard E Findlay | Section or block for sewer or conduit construction. |
US3710581A (en) * | 1971-07-06 | 1973-01-16 | Reynolds Metals Co | Tubular construction |
US4192107A (en) * | 1978-05-30 | 1980-03-11 | Farmland Industries, Inc. | Conical roof structure |
US4479334A (en) * | 1981-12-17 | 1984-10-30 | Goode John T | Liner for tower silo and method of installing same |
NL8503003A (nl) * | 1985-02-21 | 1986-09-16 | Schelfhorst Hendrik W | Op een vaste plaats op de grond te plaatsen reservoir en werkwijze voor het vervaardigen daarvan. |
FR2582718B1 (fr) * | 1985-05-28 | 1987-08-28 | Francois Entreprises Cie | Paroi de coffrage et de blindage |
US4587893A (en) * | 1985-09-03 | 1986-05-13 | Stormor, Inc. | Grain drying bin |
US4915345A (en) * | 1987-12-18 | 1990-04-10 | Symons Corporation | Concrete forming system for curved walls |
MX9605447A (es) * | 1994-05-10 | 1997-12-31 | Quad Lock Building Systems Ltd | Forma de concreto aislante que utiliza paneles de espuma enclavados. |
US5595038A (en) * | 1995-03-21 | 1997-01-21 | Prestenback; Alfred | Construction modules |
CO4870729A1 (es) * | 1998-02-09 | 1999-12-27 | Steven C Meyerson | Paneles de construccion |
-
2007
- 2007-06-13 ES ES200701635A patent/ES2336516B1/es not_active Expired - Fee Related
- 2007-07-13 WO PCT/ES2007/000422 patent/WO2009024623A2/fr active Application Filing
- 2007-07-13 BR BRPI0721758-7A patent/BRPI0721758A2/pt not_active IP Right Cessation
- 2007-07-13 US US12/664,500 patent/US20100154321A1/en not_active Abandoned
- 2007-07-13 MX MX2009013537A patent/MX2009013537A/es unknown
- 2007-07-13 EP EP07788668A patent/EP2169133A2/fr not_active Withdrawn
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB671300A (en) * | 1949-11-24 | 1952-04-30 | James Finlay & Company Ltd | Shuttering system |
FR2573116A1 (fr) * | 1984-11-14 | 1986-05-16 | Bach Philippe | Cloison de piscine a panneaux modulaires. |
WO2000065167A1 (fr) * | 1999-04-23 | 2000-11-02 | The Dow Chemical Company | Formes et structure de mur isolees, et procede de fabrication associe |
JP2001132226A (ja) * | 1999-10-29 | 2001-05-15 | Mamoru Shinohara | 廃プラスチックを利用して作成したコンクリート型枠パネル |
WO2002010526A1 (fr) * | 2000-07-31 | 2002-02-07 | John Caradoc Letton | Ameliorations en matiere de construction de batiments, et de parties de batiments correspondantes |
US20030056462A1 (en) * | 2001-09-21 | 2003-03-27 | Marc Roy | Method and apparatus for forming a concrete foundation wall |
JP2005060927A (ja) * | 2003-08-08 | 2005-03-10 | Sun Life Kk | ド−ムハウスおよびその構築方法およびセグメント溝加工装置 |
EP1538273A1 (fr) * | 2003-12-05 | 2005-06-08 | Florent Bahri | Elément de coffrage préfabriqué perdu, module obtenu avec cet élément de coffrage et ossature fabriquée avc ces modules |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10301838B1 (en) * | 2017-11-09 | 2019-05-28 | Kach Inc. | Metal skeleton for the reinforcement of vertically elongated concrete structures |
US11591793B2 (en) * | 2020-11-10 | 2023-02-28 | Forma Technologies Inc. | Composite conduit formwork structure and method of fabrication |
Also Published As
Publication number | Publication date |
---|---|
WO2009024623A3 (fr) | 2009-05-28 |
MX2009013537A (es) | 2010-03-15 |
ES2336516A1 (es) | 2010-04-13 |
US20100154321A1 (en) | 2010-06-24 |
BRPI0721758A2 (pt) | 2013-04-02 |
EP2169133A2 (fr) | 2010-03-31 |
ES2336516B1 (es) | 2011-03-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
ES2336516B1 (es) | Sistema de encofrado perdido de material plastico. | |
ES2731203T3 (es) | Instalación de energía eólica y segmento de torre de instalación de energía eólica | |
ES2794126T3 (es) | Estructura de armazón y método de construcción de la misma | |
ES2691302T3 (es) | Cuerpo de transición para la disposición entre tramos realizados de diferentes formas de una torre de instalación de energía eólica y torre de instalación de energía eólica con un cuerpo de transición de este tipo | |
ES2525405T3 (es) | Procedimiento para montar elementos de torre para formar secciones de una torre híbrida de un aerogenerador | |
ES2415205T3 (es) | Conexión compuesta para una estructura de torre de un aerogenerador | |
ES2929975T3 (es) | Cabezal de soporte, soporte de cubierta y encofrado de cubierta que comprende dicho cabezal de soporte | |
ES2939837T3 (es) | Procedimiento para erigir estructura de torre tubular y estructura de torre tubular | |
ES2717305T3 (es) | Sección de hormigón | |
ES2348799T3 (es) | Sistema de encofrado marco para el conformado de esquinas y cruces en tu, utilizando elementos de encofrado marco con taladros de anclaje alineados centralmente. | |
ES2399863A2 (es) | Torre de aerogenerador y procedimiento de montaje de la misma | |
ES2464067T3 (es) | Molde para la construcción de un elemento de protección y aseguramiento de tipo colchón | |
WO2014122348A2 (fr) | Système et procédé de construction de tours en béton, et tour en béton obtenue | |
ES2247944B1 (es) | Panel para encofrado de muros y pilares. | |
ES2375991T3 (es) | Panel para la realización de un tanque de piscina y tanque realizado con dichos paneles. | |
ES2390751A1 (es) | Mejoras introducidas en la patente de invencion 200800144 relativa a una estructura metalica modular para conformar un hueco de ascensor. | |
ES2358502A1 (es) | Sistema de encofrado modular e integral de alta precisión para construcción de estructuras monolíticas de hormigón armado. | |
ES2291784T3 (es) | Sistema de encofrado para crear pasos de armadura desde componentes de hormigon y/o para termina encofrados de hormigon. | |
ES2288463T3 (es) | Estructura de malla. | |
ES2334730B1 (es) | Sistema de construccion mecanizado, para viviendas y edificios en general, con aplicacion de un encofrado colaborante y permanente. | |
ES2299814T3 (es) | Un dispositivo para fijar unos postes sobre una superficie, un equipo de instalacion y una valla. | |
ES2577020T3 (es) | Placa de encofrado perdido y bloque de encofrado perdido que comprende una placa de este tipo | |
ES2408330B1 (es) | Torre modular prefabricada | |
JP2007032124A (ja) | ブロック塀補強構造 | |
ES2966549A1 (es) | Torre híbrida con elementos autosustentables prefabricados |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
DPE1 | Request for preliminary examination filed after expiration of 19th month from priority date (pct application filed from 20040101) | ||
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 07788668 Country of ref document: EP Kind code of ref document: A2 |
|
DPE1 | Request for preliminary examination filed after expiration of 19th month from priority date (pct application filed from 20040101) | ||
WWE | Wipo information: entry into national phase |
Ref document number: 2007788668 Country of ref document: EP |
|
WWE | Wipo information: entry into national phase |
Ref document number: MX/A/2009/013537 Country of ref document: MX |
|
WWE | Wipo information: entry into national phase |
Ref document number: 4309/KOLNP/2009 Country of ref document: IN |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
WWE | Wipo information: entry into national phase |
Ref document number: 12664500 Country of ref document: US |
|
ENP | Entry into the national phase |
Ref document number: PI0721758 Country of ref document: BR Kind code of ref document: A2 Effective date: 20091214 |