ITPG20080048A1 - PANEL - FORMWORK FOR LOSS IN ARMORED CELLULAR CONCRETE - Google Patents
PANEL - FORMWORK FOR LOSS IN ARMORED CELLULAR CONCRETEInfo
- Publication number
- ITPG20080048A1 ITPG20080048A1 IT000048A ITPG20080048A ITPG20080048A1 IT PG20080048 A1 ITPG20080048 A1 IT PG20080048A1 IT 000048 A IT000048 A IT 000048A IT PG20080048 A ITPG20080048 A IT PG20080048A IT PG20080048 A1 ITPG20080048 A1 IT PG20080048A1
- Authority
- IT
- Italy
- Prior art keywords
- formwork
- panel
- cellular concrete
- reinforced
- armored
- Prior art date
Links
- 238000009415 formwork Methods 0.000 title claims description 14
- 239000011381 foam concrete Substances 0.000 title claims description 10
- 238000010276 construction Methods 0.000 claims description 8
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 3
- 238000009413 insulation Methods 0.000 claims description 2
- 238000005266 casting Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 229920005830 Polyurethane Foam Polymers 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 239000007799 cork Substances 0.000 description 2
- 239000011496 polyurethane foam Substances 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 208000024780 Urticaria Diseases 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Description
DESCRIZIONE dell'invenzione avente per TITOLO DESCRIPTION of the invention having as TITLE
Pannello cassaforma a perdere in calcestruzzo cellulare armato Disposable formwork panel in reinforced cellular concrete
Il pannello-cassaforma, viene prefabbricato in stabilimento ed è costituito da due lastre parallele in calcestruzzo cellulare armato con reti in acciaio ellettrosaldate e zincate. Lo spessore delle lastre, così come la densità e l'armatura del calcestruzzo cellulare, potranno variare a seconda delle esigenze progettuali. The formwork panel is prefabricated in the factory and consists of two parallel slabs in cellular concrete reinforced with electro-welded and galvanized steel meshes. The thickness of the slabs, as well as the density and reinforcement of the cellular concrete, may vary according to the design requirements.
Le due lastre di calcestruzzo cellulare annate, vengono a formare una cassaforma dentro la quale alloggerà il successivo getto in opera di calcestruzzo armato con funzioni portanti, le lastre sono tenute parallele ed equidistanti tramite dei connettori in PVC fibrorinforzati. Questi attraversano trasversalmente sia le lastre che l'intercapedine ed andranno poi ad integrare l'armatura del getto di calcestruzzo (vedi tav. 1 fig 1). The two aged cellular concrete slabs form a formwork inside which will house the subsequent casting of reinforced concrete with load-bearing functions, the slabs are kept parallel and equidistant by means of fiber-reinforced PVC connectors. These cross both the slabs and the cavity transversely and will then integrate the reinforcement of the concrete casting (see table 1 fig 1).
La lastra interna di calcestruzzo cellulare viene preventivamente munita delle cavità atte ad accogliere al proprio interno gli impianti e i corredi dell'edificio arnie db progetto impiantistico. Il pannello viene anche predisposto con il vuoto necessario per alloggiare gli infissi (vedi tav. 1 fig.2-3). The internal cellular concrete slab is previously fitted with cavities to accommodate the systems and equipment of the building hives db plant engineering project. The panel is also prepared with the necessary vacuum to house the fixtures (see table 1 fig.2-3).
Allo scopo di ottimizzare le prestazioni termo-acustiche, è prevista l’inserimento di un ulteriore lastra (anch'essa di spessore e densità variabili a seconda delle esigenze progettuali), che può essere in poliuretano espanso, in sughero o altro materiale similare.(vedi tav. 1 fig.1) La seconda fase costruttiva verrà eseguita in cantiere, dove verranno posizionati i pannelli uno di fianco all'altro, dopo aver integrato Tannatura interna al pannello-cassaforma, sia oririzzontale che verticale. All’interno dell'intercapedine verrà effettuato un unico getto di clcestruzzo dalle caratteristiche e armature stabilite in base ai calcoli strutturali dell'opera da realizzare, creando cosi una struttura portante monolitica (vedi tav. 1 fig 1) In order to optimize the thermo-acoustic performance, it is foreseen the insertion of an additional slab (also of variable thickness and density according to the design requirements), which can be in polyurethane foam, cork or other similar material. ( see table 1 fig.1) The second construction phase will be carried out on site, where the panels will be positioned side by side, after having integrated the internal tannage to the panel-formwork, both horizontally and vertically. Inside the cavity, a single concrete casting will be made with the characteristics and reinforcements established on the basis of the structural calculations of the work to be carried out, thus creating a monolithic load-bearing structure (see table 1 fig 1)
Con un'unica e semplice operazione, si avrà la realizzazione contemporanea di tutte le pareti portanti per l'intera altezza dell'interpiano, completi sia allinte che all'esterno della tamponatura, e della relativa coibentazione, in linea con tutti i parametri previsti dalle normative vigenti. With a single and simple operation, all the load-bearing walls for the entire height of the floor will be created simultaneously, complete both inside and outside the cladding, and the relative insulation, in line with all the parameters required by the regulations in force.
fl muro finito avrà le seguenti caratteristiche: The finished wall will have the following characteristics:
efficienza energetica energy efficiency
antisismico anti-seismic
termo-acustico thermo-acoustic
ignifugo fireproof
slubre e sicuro slub and safe
Con l'utilizzo del pannello-cassaforma prefabbricato, si viene a creare un vero e proprio sistema costruttivo che rende semplice e razionale la costruzione e allo stesso tempo consente di mantenere tutte le caratteristiche, le qualità e le prerogative delle costruzioni realizzate in calcestruzzo armato gettate in opera With the use of the prefabricated panel-formwork, a real construction system is created that makes construction simple and rational and at the same time allows you to maintain all the characteristics, qualities and prerogatives of constructions made of cast reinforced concrete. in opera
Ciò si traduce in: This results in:
• una significativa riduzione dei tempi di realizzazione delle opere • a significant reduction in the construction times of the works
• un'ottimizzazione e risparmio nell'uso dei materiali edili • optimization and savings in the use of building materials
• un mantenimento dello standard esecutivo e qualitativo • maintenance of the executive and qualitative standard
• riduzione dei costi. • cost reduction.
Tutto ciò comporta ancora il raggiungimento di un obiettivo fondamentale: una maggiore sicurezza nei cantieri. All this still entails the achievement of a fundamental objective: greater safety on construction sites.
Ciò’ che crediamo distingua il nostro sistema rispetto ai metodi in uso attualmente nelle costruzioni con casseformi a perdere son What we believe distinguishes our system from the methods currently used in construction with disposable formwork are
A) Le dimensioni dei pannello-cassaforma che copre in altezza, l'interpiano, consentendo cosi ima semplificazione nel montaggio e una celerità esecutiva. A) The dimensions of the panel-formwork that covers the inter-floor in height, thus allowing for simplification in assembly and speed of execution.
8) L'utilizzo del calcestruzzo cellulare armato con rete elettrosaldata e zincata, con duplice funzione di cassaforma a perdere e di 8) The use of cellular concrete reinforced with electro-welded and galvanized mesh, with the dual function of disposable formwork and
muro di tamponatura finito, oltre che coibentato con l'integrazione della lastra in poliuretano, e che non necessita di ulteriori intonacature né all'esterno, né allerno , né esecuzioni di tracce per gli impianti, inoltre permette un notevole alleggerimento dell' intero involucro. Ed infine con il semplice getto del CLS armato si avrà un muro completo Scheda tecnica finished infill wall, as well as insulated with the integration of the polyurethane sheet, and which does not require further plastering neither outside nor outside, nor executions of traces for the systems, it also allows a considerable lightening of the entire envelope. And finally with the simple casting of reinforced concrete you will have a complete wall. Technical sheet
Materiale: calcestruzzo cellulare armato con rete elettro saldata e zincata e lastra interna di poliuretano espanso, sughero o altro marmale similare. Material: cellular concrete reinforced with electro-welded and galvanized mesh and internal sheet of polyurethane foam, cork or other similar marble.
Dimensioni (HxLxS) 3.05 m x 2.26 m x 0.33 m (variabili a seconda delle esigenze progettuali. Dimensions (HxLxS) 3.05 m x 2.26 m x 0.33 m (variable according to the design requirements.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT000048A ITPG20080048A1 (en) | 2008-11-19 | 2008-11-19 | PANEL - FORMWORK FOR LOSS IN ARMORED CELLULAR CONCRETE |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT000048A ITPG20080048A1 (en) | 2008-11-19 | 2008-11-19 | PANEL - FORMWORK FOR LOSS IN ARMORED CELLULAR CONCRETE |
Publications (1)
Publication Number | Publication Date |
---|---|
ITPG20080048A1 true ITPG20080048A1 (en) | 2009-02-18 |
Family
ID=41020964
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
IT000048A ITPG20080048A1 (en) | 2008-11-19 | 2008-11-19 | PANEL - FORMWORK FOR LOSS IN ARMORED CELLULAR CONCRETE |
Country Status (1)
Country | Link |
---|---|
IT (1) | ITPG20080048A1 (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB638491A (en) * | 1946-06-15 | 1950-06-07 | Josef Pisek | Improvements in prefabricated concrete building structures |
CH291996A (en) * | 1951-07-17 | 1953-07-31 | Arx Casimir Von | Process for the production of a reinforced concrete ceiling. |
FR2263339A1 (en) * | 1974-03-07 | 1975-10-03 | Rousset Michel | Precast panels forming shuttering for walls - contain reinforcement projecting into internal recesses |
DE2832320A1 (en) * | 1978-07-22 | 1980-02-07 | Vielberth Elementbeton Kg | Reinforcement between adjoining concrete slabs - comprises series of linked sections running along and across joint line |
FR2885625A1 (en) * | 2005-05-13 | 2006-11-17 | Spurgin Soc Par Actions Simpli | Sidewall connecting device for constructing integrated formwork structural wall, has units integrating components of sidewalls, and thermal bridge breaking units located at insulating units that are disposed in space between sidewalls |
-
2008
- 2008-11-19 IT IT000048A patent/ITPG20080048A1/en unknown
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB638491A (en) * | 1946-06-15 | 1950-06-07 | Josef Pisek | Improvements in prefabricated concrete building structures |
CH291996A (en) * | 1951-07-17 | 1953-07-31 | Arx Casimir Von | Process for the production of a reinforced concrete ceiling. |
FR2263339A1 (en) * | 1974-03-07 | 1975-10-03 | Rousset Michel | Precast panels forming shuttering for walls - contain reinforcement projecting into internal recesses |
DE2832320A1 (en) * | 1978-07-22 | 1980-02-07 | Vielberth Elementbeton Kg | Reinforcement between adjoining concrete slabs - comprises series of linked sections running along and across joint line |
FR2885625A1 (en) * | 2005-05-13 | 2006-11-17 | Spurgin Soc Par Actions Simpli | Sidewall connecting device for constructing integrated formwork structural wall, has units integrating components of sidewalls, and thermal bridge breaking units located at insulating units that are disposed in space between sidewalls |
Non-Patent Citations (2)
Title |
---|
MALLAS (CHINA) WIRE MESH MANUFACTURING CO.: "Welded Wire Reinforcement Mesh", INTERNET ARTICLE, 2007, XP002545125, Retrieved from the Internet <URL:http://www.wire-mesh.net/reinforcement-mesh.html> [retrieved on 20090929] * |
SHIJIAZHUANG YAERTE IM & EX CO., LTD.: "Welded Wire Fabric (Welded Wire Mesh) as Concrete Reinforcement", INTERNET ARTICLE, 12 April 2006 (2006-04-12), XP002545124, Retrieved from the Internet <URL:http://www.tradekey.com/product_view/id/51397.htm> [retrieved on 20090929] * |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
AU2015100669A4 (en) | Hollow Wall | |
CN102433955B (en) | Assembling prefabricated light steel composite load-bearing wall panel | |
US20120304563A1 (en) | Space light steel frame concrete building and construction method thereof | |
CN107322758A (en) | Assembling type steel structure house sandwich heat preservation concrete external wall panel method for prefabricating | |
CN209817249U (en) | A compound wallboard of prefabricated foam concrete for building infilled wall | |
CN107558633A (en) | It is provided with the installation method of the prefabricated panel with distribution box | |
CN207739437U (en) | A kind of prefabricated steel reinforced concrete shear wall structure | |
CN105317109A (en) | Three-dimensional net fixed house adopting overall pouring of foamed wall and construction method | |
CN102535841A (en) | Construction technology of prefabricated wall panel | |
KR101445286B1 (en) | PC-SF Method for Construction Duration Reduction of Typical Floor | |
EP3119947A1 (en) | Method for producing a slab of insulating material for use in buildings, tailored-module system comprising such a slab and method for making a composite wall using such a slab | |
RU2421580C1 (en) | Method to erect site-cast skeleton building with decorative outer finish | |
ITPG20080048A1 (en) | PANEL - FORMWORK FOR LOSS IN ARMORED CELLULAR CONCRETE | |
CN206625450U (en) | A kind of novel and multifunctional environmentally friendly combined wall board | |
CN207189929U (en) | Roofing assembled concrete blast cap prefabricated mould | |
CN213837169U (en) | Built-in composite wall body of steel wire mesh frame insulation board of double-sided concrete diversion trench | |
Kharkin et al. | Technology for erecting sandwich external walls with heat insulation layer made of low conductivity concrete | |
CN205444514U (en) | Bearing light insulation intergral template | |
CN115075423A (en) | WdW heat insulation structure integrated plate for prefabricated building and construction method | |
CN210658659U (en) | Split level prefabricated window and steel construction connected node of wafing | |
CN204919963U (en) | Wall piece with strengthen connection structure | |
CN101260723A (en) | Light steel keel | |
CN106854913A (en) | A kind of Multifunction environmental protection combined wall board | |
RU188669U1 (en) | Frame-monolithic building construction "Atlas" | |
CN202899343U (en) | Composite wall body formed by foam concrete self-insulation modules with built-in cores |