ITCT20090015A1 - "TIPO PALERMO" ARTIFICIAL GALLERY - Google Patents
"TIPO PALERMO" ARTIFICIAL GALLERY Download PDFInfo
- Publication number
- ITCT20090015A1 ITCT20090015A1 IT000015A ITCT20090015A ITCT20090015A1 IT CT20090015 A1 ITCT20090015 A1 IT CT20090015A1 IT 000015 A IT000015 A IT 000015A IT CT20090015 A ITCT20090015 A IT CT20090015A IT CT20090015 A1 ITCT20090015 A1 IT CT20090015A1
- Authority
- IT
- Italy
- Prior art keywords
- double
- tunnel
- reinforcements
- concrete
- prefabricated
- Prior art date
Links
- 230000002787 reinforcement Effects 0.000 claims description 39
- 238000005266 casting Methods 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 12
- 238000009412 basement excavation Methods 0.000 claims description 9
- 238000010276 construction Methods 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 8
- 238000005516 engineering process Methods 0.000 claims description 7
- 238000004519 manufacturing process Methods 0.000 claims description 7
- 238000009415 formwork Methods 0.000 claims description 6
- 238000003780 insertion Methods 0.000 claims description 5
- 230000037431 insertion Effects 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000002360 preparation method Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000000725 suspension Substances 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 2
- 238000005259 measurement Methods 0.000 claims description 2
- 125000006850 spacer group Chemical group 0.000 claims description 2
- 238000005304 joining Methods 0.000 claims 3
- 230000004308 accommodation Effects 0.000 claims 1
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000012423 maintenance Methods 0.000 claims 1
- 239000000758 substrate Substances 0.000 description 2
- 230000009970 fire resistant effect Effects 0.000 description 1
- 239000011796 hollow space material Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Absorbent Articles And Supports Therefor (AREA)
- Prostheses (AREA)
Description
DESCRIZIONE DESCRIPTION
GALLERIA PREFABBRICATA NATURALE E ARTIFICIALE CON LA TECNICA, A PARATIE PREFABBRICATE, CON IL GETTO IN SITO, E CON ARMATURA CONTINUA TRAMITE GIUNZIONE FILETTATA. PREFABRICATED NATURAL AND ARTIFICIAL TUNNEL WITH THE TECHNIQUE, WITH PREFABRICATED PARTS, WITH THE CAST IN SITE, AND WITH CONTINUOUS REINFORCEMENT THROUGH THREADED JOINT.
TECNICA A CUI L’INVENZIONE FA RIFERIMENTO TECHNIQUE TO WHICH THE INVENTION REFERS
La tecnica a cui l’invenzione della GALLERIA PREFABBRICATA NATURALE E ARTIFICIALE CON LA TECNICA, A PARATIE PREFABBRICATE, CON IL GETTO IN SITO, E CON ARMATURA CONTINUA TRAMITE GIUNZIONE FILETTATA. fa riferimento e la costruzione di Gallerie. The technique to which the invention of the NATURAL AND ARTIFICIAL PREFABRICATED TUNNEL WITH THE TECHNIQUE, WITH PREFABRICATED PARTS, WITH THE CAST IN SITE, AND WITH CONTINUOUS REINFORCEMENT THROUGH THREADED JOINT. refers and the construction of Galleries.
STATO DELLA TECNICA PREESISTENTE NALLA COSTRUZIONE DELLE GALLERIE STATE OF THE PRE-EXISTING TECHNIQUE IN THE CONSTRUCTION OF TUNNELS
la tecnica preesistenti di produzione gallerie naturali e artificiali oggi esistenti sul mercato, che à ̈ la seguente: the pre-existing production technique of natural and artificial tunnels existing on the market today, which is the following:
- Scavo superficiale fino all’altezza dove si monta il solaio della galleria, con le trivelle si creano i fori per i pali di lunghezza alta, messa l’armatura dei pali, viene gettato il calcestruzzo per formare il palo, la stessa esecuzione per l’altro lato. - Surface excavation up to the height where the gallery floor is mounted, with the augers holes are created for the high length poles, the reinforcement of the poles is placed, the concrete is poured to form the pole, the same execution for the other side.
- Poi si preparano le armature delle travi di collegamento, il linea dei pali, quindi completati con il getto del calcestruzzo. - Then the reinforcements of the connecting beams are prepared, the line of the poles, then completed with the casting of concrete.
- Fase di montaggio dell’armatura del tetto della galleria, e quindi completata con il getto del calcestruzzo, - Assembly phase of the tunnel roof reinforcement, and then completed with the casting of concrete,
- Scavo all’interno della galleria fino alla quota del pavimento. - Excavation inside the tunnel up to the level of the floor.
- Pulite tutte le superfici dei pali, gli interstizi tra i pali, - Clean all the surfaces of the posts, the interstices between the posts,
- Scrostati i pali per trovare le armature per saldare i ganci dove collegare i pali con delle parete prefabbricate. - Peel off the poles to find the reinforcement to weld the hooks where to connect the poles with prefabricated walls.
- Mettere l’impermeabilizzazione per tutta la parete. - Apply waterproofing to the entire wall.
- Montare le pareti prefabbricate o montare le armature, montare le relative carpenterie, ed seguire il getto del calcestruzzo - Mount the prefabricated walls or mount the reinforcements, mount the relative carpentry, and follow the casting of the concrete
- Rifiniture delle pareti. - Wall finishing.
- Preparazione del pavimento della galleria, con livellamento - Preparation of the tunnel floor, with leveling
- Preparare e montare le armature del pavimento ed il relativo getto del calcestruzzo. - Prepare and assemble the floor reinforcements and the relative concrete casting.
LATI DEBOLI TROVATI NEL METODO PREESISTENTE SONO: WEAK SIDES FOUND IN THE PRE-EXISTING METHOD ARE:
- Molto pericoloso per gli addetti ai lavori. - Very dangerous for insiders.
- Tempi di realizzazione molto lunghi - Very long production times
- Molto alterabile nel tempo, - Very alterable over time,
DESCRIZIONE BREVE DEL BREVETTO BRIEF DESCRIPTION OF THE PATENT
GALLERIA PREFABBRICATA NATURALE E ARTIFICIALE CON LA TECNICA, A PARATIE PREFABBRICATE, CON IL COMPLETAMENTO DEL GETTO di CALCESTRUZZO IN OPERA, CON ARMATURA CONTINUA DEL GIUNTO PARETE-BASAMENTO, TRAMITE BARRE FILETTATE PREFABRICATED NATURAL AND ARTIFICIAL TUNNEL WITH THE TECHNIQUE, WITH PREFABRICATED BALLS, WITH THE COMPLETION OF THE CONCRETE CAST IN SITE, WITH CONTINUOUS REINFORCEMENT OF THE WALL-BASE JOINT, THROUGH THREADED BARS
La presente Invenzione costituita da una struttura di elementi prefabbricate particolare, e di una tecnologia di montaggio e scavo sequenziale, come di seguito spiegheremo: spianamento pista di lavoro, scavo a diaframma, doppia parete prefabbricata particolare, inserimento delle Parete doppia prefabbricati particolari, unione prefabbricato-prefabbricato tramite staffe metalliche particolari, getto intercapedine dei prefabbricati con calcestruzzi SCC e impermeabile, montaggio delle coppelle antifuoco, montaggio ferri di armatura della copertura, getto del calcestruzzo di completamento della copertura, impermeabilizzare la copertura, ripristinare i luoghi, scavo del vano interno fino a quota del sottofondo (magrone), realizzazione del sottofondo (magrone), smontaggio dei tappi di protezione filettature delle barre di armature, montaggio moncone d’armatura di ripresa, montaggio delle armature del basamento, montaggio degli IDROSTOP, completamento del basamento con getto del calcestruzzo tipo SCC e impermeabile. The present Invention consists of a structure of particular prefabricated elements, and of a sequential assembly and excavation technology, as we will explain below: work track leveling, diaphragm excavation, particular prefabricated double wall, insertion of particular prefabricated double walls, prefabricated union -prefabricated using special metal brackets, hollow space casting of prefabricated structures with SCC and waterproof concrete, assembly of fire-resistant cupels, assembly of reinforcing rods of the roof, casting of the concrete to complete the roof, waterproof the roof, restore the places, excavation of the internal compartment up to at the level of the substrate (lean), construction of the substrate (lean concrete), disassembly of the thread protection caps of the reinforcement bars, assembly of the reinforcement stump, assembly of the base reinforcements, assembly of the IDROSTOPs, completion of the base with casting of concrete SCC type and waterproof.
La presente Invenzione, ha come oggetto una nuova tecnica di realizzazione di galleria, per: galleria artificiale, sottopasso, cavalcavia, galleria per sottopasso fluviale e per sottopassi tecnici ecc. The present invention relates to a new tunnel construction technique for: artificial tunnel, underpass, overpass, tunnel for river underpass and for technical underpasses, etc.
La presente invenzione consiste in una nuova tecnologia per la realizzazione di gallerie semi prefabbricate cosa importante con il getto di calcestruzzo gettato in opera per dare la continuità della struttura, rendendola monolitica, auto impermeabile e completa. The present invention consists of a new technology for the construction of semi prefabricated tunnels, an important thing with the concrete cast on site to give the continuity of the structure, making it monolithic, waterproof and complete.
VANTAGGI DELL’INVENZIONE ADVANTAGES OF THE INVENTION
- Riduzione dei tempi di realizzazione - Reduction of production times
- Più sicurezza agli addetti ai lavori - More safety for professionals
- Più rispetto all’ecologia - More respect to ecology
- Più durabilità dell’opera - More durability of the work
- -
DESCRIZIONE IN DETTAGLIO DI COME VIENE ATTUATA L’INVENZIONE DELLA DETAILED DESCRIPTION OF HOW THE INVENTION OF THE
GALLERIA PREFABBRICATA NATURALE E ARTIFICIALE CON LA TECNICA, A PARATIE PREFABBRICATE, CON IL COMPLETAMENTO DEL GETTO di CALCESTRUZZO IN OPERA, CON ARMATURA CONTINUA DEL GIUNTO PARETE-BASAMENTO, TRAMITE BARRE FILETTATE PREFABRICATED NATURAL AND ARTIFICIAL TUNNEL WITH THE TECHNIQUE, WITH PREFABRICATED BALLS, WITH THE COMPLETION OF THE CONCRETE CAST IN SITE, WITH CONTINUOUS REINFORCEMENT OF THE WALL-BASE JOINT, THROUGH THREADED BARS
Realizzazione della galleria: Spianamento del sito dove realizzare la galleria compreso lo scavo del setto dove inserire la Doppia Parete (10), inserimento della Doppia parete all’interno della sezione realizzata precedentemente con una profondità più lunga dell’altezza della galleria per dare tenuta alla spinta del terreno contro la stessa Doppia Parete (12), Registrazione delle Doppie Parete si posizione sopra la Doppia Parete due portali con martinetto dove collegarsi alla Doppia Parete e tenerla fino in altezza voluta fino all’indurimento del calcestruzzo (11), Montaggio della coppella prefabbricata del tetto montare tutte le armature metalliche e fare il getto del Calcestruzzo (4), dopo che il calcestruzzo ha fatto presa e stagionatura si può iniziare lo scavo all’interno della galleria fino ad una profondità di venti centimetri sotto le filettature di ripresa delle armature tra le parete della galleria e il basamento (19), smontaggio dei perni di guida armature metalliche e cassero metallico di forma del basso rilievo per tenuta belloni (17), Montaggio con avvitamento dei ferri di ripresa armature metalliche nelle boccole filettate giacenti nella Doppia Parete (18), Assemblaggio di tutte le armature dei basamento e tutte le condutture idrici ed elettrici che il progettista ha previsto (20), Getto finale del calcestruzzo del basamento l’opera strutturale e completata. Construction of the tunnel: Leveling of the site where the tunnel is to be built including the excavation of the partition where to insert the Double Wall (10), insertion of the Double wall inside the section previously made with a depth longer than the height of the tunnel to give resistance to the thrust of the ground against the same Double Wall (12), Double Wall Registration is positioned above the Double Wall two portals with jack where to connect to the Double Wall and hold it up to the desired height until the concrete hardens (11), Assembling the prefabricated roof cupella mount all the metal reinforcements and cast the concrete (4), after the concrete has set and cured, it is possible to start excavating inside the tunnel up to a depth of twenty centimeters below the reinforcement threads between the tunnel wall and the base (19), disassembly of the metal reinforcement guide pins iche and metal formwork in the shape of the bas-relief for sealing belloni (17), Assembly with screwing of the reinforcing bars into the threaded bushings lying in the Double Wall (18), Assembly of all the armatures of the base and all the water and electrical pipes that the designer has foreseen (20), Final casting of the concrete of the basement the structural work is completed.
INDUSTRIALIZZAZIONE DELL’INVENZIONE DELLA GALLERIA PREFABBRICATA INDUSTRIALIZATION OF THE INVENTION OF THE PREFABRICATED TUNNEL
NATURALE E ARTIFICIALE CON LA TECNICA, A PARATIE PREFABBRICATE, CON NATURAL AND ARTIFICIAL WITH TECHNIQUE, WITH PREFABRICATED PARTS, WITH
IL COMPLETAMENTO DEL GETTO di CALCESTRUZZO IN OPERA, CON ARMATURA THE COMPLETION OF THE CONCRETE CAST IN SITE, WITH REINFORCEMENT
CONTINUA DEL GIUNTO PARETE- BASAMENTO, TRAMITE BARRE FILETTATE CONTINUE OF THE WALL-BASE JOINT, THROUGH THREADED BARS
La produzione delle Doppia Parete dell’invenzione può avvenire manuale standard, semiautomatica ed automatica la tecnologia e sempre la stessa. Le varie fasi di produzione della Doppia Lastra: 1 preparazione del cassero sia nelle misure sia nella pulitura e oleatura, 2 montaggio delle armature inferiori con distanziatori montaggio delle armature superiori inserimento delle staffe di collegamento delle due armature delle due pareti mettendoli in sospensione, 3 assemblaggio delle staffe filettare di collegamento tra la Doppia Parete ed il basamento 4 Getto del calcestruzzo SCC per un’altezza predeterminata, 5 attesa di tempo di stagionamento fino ad una resistenza del calcestruzzo di kg 200, 6 getto del Calcestruzzo nel secondo cassero viene spianato a questo punto viene ribaltata a 180 gradi facendo immergere le armature della seconda Pare dentro il calcestruzzo ancora fresco, attesa di stagionatura il tempo occorrente fino ad arrivare che il calcestruzzo resista fino a kg 200 cm quadro. 7 sformatura della doppia lastra con i mezzi di sollevamento. The production of the Double Walls of the invention can be done manually as standard, semiautomatic and automatic, the technology is always the same. The various stages of production of the Double Sheet: 1 preparation of the formwork both in the measurements and in the cleaning and oiling, 2 assembly of the lower reinforcements with spacers assembly of the upper reinforcements insertion of the connecting brackets of the two reinforcements of the two walls by putting them in suspension, 3 assembly of the threaded connecting brackets between the Double Wall and the base 4 Casting of SCC concrete for a predetermined height, 5 waiting for curing time up to a concrete resistance of 200 kg, 6 casting of the concrete in the second formwork is leveled to this point is overturned to 180 degrees by immersing the reinforcements of the second Pare into the still fresh concrete, waiting for the necessary time to mature until the concrete is able to withstand up to 200 kg square cm. 7 demoulding of the double slab with lifting means.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT000015A ITCT20090015A1 (en) | 2009-12-29 | 2009-12-29 | "TIPO PALERMO" ARTIFICIAL GALLERY |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT000015A ITCT20090015A1 (en) | 2009-12-29 | 2009-12-29 | "TIPO PALERMO" ARTIFICIAL GALLERY |
Publications (1)
Publication Number | Publication Date |
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ITCT20090015A1 true ITCT20090015A1 (en) | 2011-06-30 |
Family
ID=48047481
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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IT000015A ITCT20090015A1 (en) | 2009-12-29 | 2009-12-29 | "TIPO PALERMO" ARTIFICIAL GALLERY |
Country Status (1)
Country | Link |
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IT (1) | ITCT20090015A1 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004085749A1 (en) * | 2003-03-28 | 2004-10-07 | Carlo Chiaves | Process for the construction of a segment of an open-air work by prefabricated structural members, and prefabricated structural member related thereto |
EP1486618A1 (en) * | 2003-06-12 | 2004-12-15 | Etienne Heirwegh | Method and means for building a basement |
-
2009
- 2009-12-29 IT IT000015A patent/ITCT20090015A1/en unknown
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004085749A1 (en) * | 2003-03-28 | 2004-10-07 | Carlo Chiaves | Process for the construction of a segment of an open-air work by prefabricated structural members, and prefabricated structural member related thereto |
EP1486618A1 (en) * | 2003-06-12 | 2004-12-15 | Etienne Heirwegh | Method and means for building a basement |
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