Intelligent engineering solutions
Rúbrica, the company Polonia Polan� �uman�a España �omania Spain EE.UU �talia Portugal USA ��al� Marruecos China Morocco México Colombia �n�ia Mexico Panamá Panama Perú Paraguay Peru Brasil Brazil Uruguay Chile Rúbrica is a Spanish company with over 20 years of experience in the civil works specialized construction sector. We have over 500 completed works behind us. Rúbrica is made up by a highly qualifjed professional and technical team , having Spain’s best technical department, and being among the four or fi e best in the world. Our team is made up of industrial engineers, civil engineers, mechanical engineers, industrial design technical engineers, structural engineers... Our competence fields a e: Rúbrica bridges, Rúbrica maritime, and Rúbrica tunnels.
Rúbrica, competence field RÚBRICA MARITIME RÚBRICA TUNNELS RÚBRICA BRIDGES Self-launching Truss Upstream Shoulders Cut-and-cover tunnels Pavements Arch Bridges Progressive Cantilevers Underwater Concrete Floating Formwork Galleries Bored tunnels Big Trusses Bridges Cable-stayed Bridges Capping Beams Single-arm Grippers Junctions and niches Inverted Vaults Side Cantilevers Precasts Grab Bucket
Rúbrica, our competitive advantage We clearly differentiate ourselves from our competitors thanks to the ad hoc solutions we use for each project, our applied state-of-the-art technology, and our constant innovation before, during, and after each work.
What RUBRICA Engineering do? Rúbrica Engineering supplies special formwork in situ for bridges, wing travelers, precast molds, self-launching falsework, tunnel forms, and special systems for underground works and unique projects. Over 25 years of experience and more than 500 completed works.
OUTLINE 1. Bridge Formwork Travellers - RUBRICA BRIDGE 2. Maritime Formwork - RUBRICA MARITIME 3. Formwork for linning - RUBRICA TUNNELS Overview Description of the formwork Reference works
OUTLINE 1. Bridge Formwork Travellers Overview Description of the formwork Reference works
OVERVIEW BRIDGE CONSTRUCTION METHODS - EQUIPMENT IN SITU CONCRETING BRIDGES Variable depth Constant depth Cable stayed bridges L OR CROWN WAVEWALL Special projects Wing travellers Precast moulds LIFTING STRUCTURES
2.1 DESCRIPTION OF THE FORMWORK This construction method is used for in-situ concreting of bridges or viaducts with consider a- This construction method is used for in-situ ble spans. concreting of bridges or viaducts with consider a- 2. BALANCED CANTILEVER METHOD ble spans. Equipment is positioned at the top of the pier , Equipment is positioned at the top of the pier , or segment 0, and is advanced in opposite or segment 0, and is advanced in opposite directions bi-laterally, constructing consecutive directions bi-laterally, constructing consecutive segments which form a T shaped, symmetrical segments which form a T shaped, symmetrical construction. Span increments using these This construction method is used for in-situ concreting of bridges or viaducts with considera-ble construction. Span increments using these spans. systems range between 3.5 and 5 metres. This allows reinforcement to be installed easily and systems range between 3.5 and 5 metres. This Equipment is positioned at the top of the pier, or segment 0, and is advanced in opposite safely. directions bi-laterally, constructing consecutive segments which form a T shaped, symmetrical allows reinforcement to be installed easily and construction. Span increments using these systems range between 3.5 and 5 metres. This allows reinforcement to be installed easily and safely. safely. Equipment comprises the main structure, transfer Equipment comprises the main structure, transfer rails, bed or base panel, external and rails, bed or base panel, e xternal and internal internal formwork and working platforms. To cast the segment, concrete is poured into the formwork and working platforms. T o cast the section made up of the external and internal formwork and the bed. These panels are attached to the Equipment comprises the main structure, transfer segment, concrete is poured into the section frontsection of the main structure and at the rear to theprevious segment. The form traveller is rails, bed or base panel, e xternal and internal ad-vanced to the next section by hydraulically sliding the entire assembly in transfer made up of the e xternal and internal formwork configuration on the rails. and the bed. These panels are attached to the formwork and working platforms. T o cast the frontsection of the main structure and at the rear Equipment for cantilever bridges is able to counteract bridge gradients and section cambers. segment, concrete is poured into the section to theprevious segment. The form tr aveller is ad- made up of the e xternal and internal formwork vanced to the ne xt section by hydraulically sliding the entire assembly in transfer configu ation on and the bed. These panels are attached to the the rails. frontsection of the main structure and at the rear to theprevious segment. The form tr aveller is ad- Equipment for cantilever bridges is able to counteract bridge gradients and section cambers. vanced to the ne xt section by hydraulically sliding the entire assembly in transfer configu ation on www.rubricabridges.com the rails. Equipment for cantilever bridges is able to counteract bridge gradients and section cambers. www.rubricabridges.com
2.1 DESCRIPTION OF THE FORMWORK BALANCED CANTILEVER METHOD
Mersey Gateway bridge (Liverpool - UK) 6 no. R-1900 series form travellers for the construction of a cable stay bridge
Mersey Gateway bridge (Liverpool - UK) 6 no. R-1900 series form travellers and 2 no. Wing Travellers for the approaches for the construction of a cable stay bridge
Mersey Gateway bridge (Liverpool - UK) 2 Wing Travellers for the approaches Mersey Gateway bridge (Liverpool - UK) 6 no. R-1900 series form travellers for the construction of a cable stay bridge Mersey Gateway bridge (Liverpool - UK) 6 no. R-1900 series form travellers for the construction of a cable stay bridge
Mersey Gateway bridge (Liverpool - UK) 6 no. R-1900 series form travellers and 2 no. Wing Travellers for the approaches for the construction of a cable stay bridge
Special Formwork Travellers for N25 New Ross Pass (Ireland) 3 no.Form travelers and 1 no. Wing traveler will be deployed simultaneously at the bridge´s three main towers and the approach abutments for the balanced cantilever construction of the deck
Special Formwork Travellers for N25 New Ross Pass (Ireland) 3 no.Form travelers and 1 no. Wing traveler will be deployed simultaneously at the bridge´s three main towers and the approach abutments for the balanced cantilever construction of the deck
Mersey Gateway bridge (Liverpool - UK) 2 Wing Travellers for the approaches Arched Railway Bridge over the Almonte River (Spain) 4 special form travellers for the initial 4 sections of the arch and the final segments, to construct a 384 m clear span railway arch bridge
Viaduct over the Tajo River (Spain) Pair of tri-articulated formwork travellers to construct a compression arch viaduct over the Tajo river. Spanish High Speed Railway Line. Variable section arch, 324 m clear span between supports. Image by CFCSl
Atlantic Bridge (Panama) 4 No. R-1900 series form travellers for the construction of a cable stay bridge -Assembly stage-
Bridge over the Narcea River (Spain) 4 no. R-1400 series form travellers
Madre Laura Bridge over Medellín River (Colombia) 4 overhead form travellers Series R-500
Bendiciones Viaduct (Colombia) 4 overhead form travellers Series R-300
Successive Cantilever bridge over the Tajo river (Spain) One series R-800 cart pair, construction of passage over the Tagus River in Toledo, high speed line.
Infante Don Henrique Bridge (Portugal) Construction of Infante Don Henrique Bridge, carried out with progressive cantilevers.
OUTLINE 3. Formwork for linning Overview Description of the formwork Reference works
OVERVIEW Cut and Cover Tunnels Inverted arches Walkways FORMWORK FOR LINING BORED TUNNELS Galleries Junctions Refuge Niches
2.1 DESCRIPTION OF THE FORMWORK Rubrica formwork for lining tunnels is an automated system for concreting bored tunnels quickly and easily, minimising time taken and thereby increasing productivity and obtaining an optimum finish. The articulated mould moves independently and is designed to support loading produced during different phases of the concreting process and injection of concrete between the excavated cavity and the mould itself. The system consists of a shell or mould and the form traveller. The shell is the articulated metal mould which forms the final lining. The form traveller is the component which transports and positions the shell via an automated hydraulic system. The shell is independent of the form traveller so it is possible to work with several moulds at the same time using just one form traveller.
DESCRIPTION OF THE FORMWORK
Railway Tunnel Line Khemis - Djelfa (Algeria)
Phase II Cisneros - Loboguerrero (Colombia) Dual carriageway tunnel
Kennedy Tunnel (Chile) Equipment consists of 1 formwork and 1 formwork traveller, R1 = 13,80 m , R2 = 6.10 m L = 15m.
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