T.H.E.MA.
COMPANY PROFILE
Highlevel Team
Engineering and MAnagement
T.H.E.MA. PROGETTAZIONE E SERVIZI DI INGEGNERIA
MARCO TURA tura@thema96.it
ANTONINO LAURIA lauria@thema96.it
UGO DI CAMILLO dicamillo@thema96.it
Engineer, Technical Director and Projects and Realizations Area Manager
Engineer, President and Legal Representative of T.H.E.MA. srl, Technical Director and Area Manager Engineering
Engineer, Technical Director and Planning Area Manager
Born in Bologna on 18/06/1965. In 1991 Degree in Civil Engineering Transports Section. Since 1992 enabled to practice the Profession. From 10/02/1993 registered Professional Engineer in the Province of Bologna with n. 4735-I-366. Enabled for the Safety Coordination according to Legislative Decree 81/08. Enabled as "Responsible for Prevention and Protection Service" Module A according to Legislative Decree 81/08. Enabled to Project of Fire Prevention according to Art. 3 D.M. 25/03/1985. Technician proficient in acoustics according to L.447 26/10/95. Member of the list of Energy Certification of the Emilia Romagna to the number 00893. He attended courses of specialisation in the fields of acoustics, biotechnology for building and eco-sustainable designing. Since 2001 he is a Founding Partner of T.H.E.MA. srl of which he is Technical Director since 2003.
Born in Bolzano on 05/08/1964. In 1992 Degree in Civil Engineering Structures Section. Since 1992 enabled to practice the Profession. From 12/12/1994 registered Professional Engineer in the Province of Bologna with n. 4945 coming from the Order of Engineers of the Province of Bolzano with seniority of registration 24/11/1993. Enabled for the Safety Coordination according to Legislative Decree 81/08. He attended numerous courses of specialization on issues related to the structural and seismic design. Since 2001 he is a Founding Partner and President of T.HE.MA. srl of which he is Technical Director since 2003.
Born in Bologna on 22/04/1964. In 1992 Degree in Civil Engineering Transports Section. Since 1992 enabled to practice the Profession. From 08/02/1994 registered Professional Engineer in the Province of Bologna with n. 4842-l-355. Enabled for the Safety Coordination according to Legislative Decree 81/08 (ex 494/96). Enabled as "Responsible for Prevention and Protection Service" according to Legislative Decree 81/08. Enabled to Project of Fire Prevention according to Art. 3 D.M. 25/03/1985. He attended numerous courses of specialization on issues related to safety in the workplace (building site and company). Since 2001 he is a Founding Partner of T.H.E.MA. srl of which he is Technical Director since 2003.
ORGANIZATION CHART
The activity of T.H.E.MA., Engineering Company, and the skills with which it is present in the professional of Engineering and Architecture services is synthetically presented from what is shown in this brochure. Other documentation is available to analyse the expertise in the different specialist areas of activity. The following is a summary of the business organization of T.H.E.MA.. What is reported also defines the set of technical services in Engineering and Architecture object of the business of the Company.
ORGANIZATION AND ACTIVITIES OF T.H.E.MA. T.H.E.MA. srl was founded in 2001, based on the professional experience of the existing Technical Associate Office, with the aim to structure the growing technical, professional and economical size that the Office was assuming since 1996. T.H.E.MA. srl today is directly involved in the Integrated and Specialized Design, in the interdisciplinary Consulting, in Site Management and Planning. With T.H.E.MA. srl it was possible to extend the professional knowledge and experience also to the sector of direct realizations. Through techniques of Project & Construction Management, the entire production process of the building can be faced: design, planning, executive development, coordination of the executive phases and in some cases even directly manage some realization aspects of the contract. T.H.E.MA. srl has been active in several demanding works, facing them with enthusiasm and thirst for knowledge of a dynamic structure with its desire to expand their own professional and entrepreneurial skills. The expansion of the company has grown exponentially surpassing soon the expectations of the three founding members. So the company was enriched with the permanent collaboration of a large team of young engineers and architects. Many of them are professionally grown in T.H.E.MA. srl and are durably operating here (about 20 employees). The interior staff consists of 3 Senior Engineers (the Partners and Technical Directors of the Company), as Project Managers, supported by Project Leaders (Project Engineers) that are responsible of the Junior Designers (Specialist Engineers) which operate in the specialized design. Every work, depending on the size and the technical implications, has a Working Group consisting of a Project Manager, a Project Leader and one or more Junior Designers. For any special need additional professionals can be activated. They will always be totally coordinated by T.H.E.MA. srl, operating under T.H.E.MA. srl standards so as to optimise the productive force.
PROCESS MANAGEMENT
If required, T.H.E.MA. srl can be the only technical point of reference for the Customer and the Company, being at the centre of the Process for both the Project and the Construction
PARTNERS ANNUAL TURNOVER
T.H.E.MA. srl operates throughout the country and in some foreign nations usually autonomously and sometimes in partnership with other professionals. In the ongoing search for better and more efficient relationship with the customer. T.H.E.MA. srl works and / or worked in temporary association with: Progetto Mck srl, Milano Claudio Zanirato Architetto, Bologna ECOTEC Studio Associato, Bologna Soil srl, Milano DBA Progetti SpA, Milano Manens - Tifs SpA, Padova ACT Progetti srl, Dosson di Casier TV ENARGO srl, Bologna Tecnic SpA, Roma Abacus srl, Perugia Studio Plicchi, Bologna INTERTECNO, Milano OPEN PROJECT, Bologna
AREAS OF EXPERTISE * Residential and Receptive buildings Healthcare buildings Entertainment and Exhibition buildings Tertiary buildings and Offices Infrastructures and High Technology
BUSINESS TYPE * Project activities Site activities Project-Site integrated activities Project & Construction Management Assistance in tenders (technical bid and / or tender project)
Coordination for Safety in Project and Execution phases
Structures
Plants Project Construction Supervision
(*) Percentage determined considering the works of most relevance
millions of euro
millions of euro
Architecture
Comune di Poggio Renatico (BO) Comune di Budrio (BO) Comune di Zola Predosa (BO) Regione Emilia Romagna Regione Lombardia Infrastrutture Lombarde SpA A.T.C. Azienda Trasporti Consorziali, Bologna Fondazione Musica per Roma, Roma I.O.R. Istituti Ortopedici Rizzoli, Bologna AUSL Sulmona, L'Aquila Ospedale Sesto San Giovanni Istituti Clinici di Perfezionamento, Milano Istituto Oncologico Europeo, Milano Techint S.p.A. Compagnia Tecnica Internazionale, Milano STRABAG, Bologna Galotti S.p.A., Bologna Impresa di Costruzioni Edil Piazzatorre, Bergamo Coop Costruzioni scarl, Bologna ACMAR scarl, Ravenna CO.VE.CO, Mestre (VE) IM.CO. SpA, Milano CMC, Ravenna Bonatti SpA, Parma CESI soc coperativa, Imola BO
AREAS OF INTERVENTION Project and Construction Supervision
REFERENCES
Progetto M.C.K. s.r.l., Milano STS Spa, Bologna Ecosfera S.p.A., Roma Manens-Tifs, Padova DBA Spa, Milano SOIL srl, Milano CL'A soc Coop, Montefusco Fiorentino (FI) Arco Lavori, Ravenna CMS srl, Battipaglia (SA)
CONTENTS
SANITARY BUILDINGS | HOSPITALS
SCHOOL CONSTRUCTION
HOUSING
COMMERCIAL | PRODUCTIVE | OFFICES
INFRASTRUCTURES
SANITARY BUILDINGS / HOSPITALS
Highlevel Team
Engineering and MAnagement
T.H.E.MA. PROGETTAZIONE E SERVIZI DI INGEGNERIA
RENEWAL AND PUT UNDER OF L'HOPITAL CENTRAL DE L'ARMEE ALGIERS - ALGERIA
Works-amount Works-amount updated Design period Function performed
2010 - In progress Structure final design, executive and construction design
accommodate 920 beds and 18 operating theatres. In order to minimize the disruption to health services housed in existing hospital during renovation is planned the construction of a new building intended, during the renovation of the existing hospital to contain the various functions involved in health work. The complexity of the intervention involves a constant and coordinated work of specialists of different disciplines to address the issues of the design. T.H. E.MA. deals with adjustment and structural reinforcement in accordance with architectural renovation project, proposing appropriate technical solutions on the basis of existing documents and on-site surveys.
EXTENSION OF HOPITAL CENTRAL DE L'ARMEE ALGIERS - ALGERIA
Works-amount Works-amount updated Design period Function performed
2010 - In progress Architectural and structural final design, executive and construction design
The building will host, during the various stages of the work, services and departments involved in the renovation of the existing hospital. The design of the new building was designed to hold, in various phases, at least no 144 beds, i.e. no. 6 wards, each consisting of no. 24 beds. At the end of the work, the building will be used as unit of Cardiovascular surgery and Neurosurgery to transplant with a The new bridge will connect to the existing hospital HCA allowing the underlying transit of emergency vehicles having a net height of approximately 4.00 m from the road.
INTERNAL EXTENSION AND CONVERSION OF THE EUROPEAN INSTITUTE OF ONCOLOGY MILAN - ITALY
Works-amount Works-amount updated Design period Function performed
2004 - 2009 Structural preliminary design, final design and executive design Structural construction supervision Safety coordination
The building of the European Institute of Oncology (I.E.O.) is an important specialized Oncology Centre that can accommodate 226 inpatient beds (I.E.O) and further 64 new beds in Day-Center of T.H. E.MA. srl has developed the design and carried out the construction supervision of all structures relating to enlargement, as well as the safety coordination (execution phase). Enlargement interventions have involved the entire area by redefining boundaries, entries, systems abductions, pedestrian and vehicular interior flows, all while maintaining the ongoing health activities.
REGIONAL HOSPITAL "F. MIULLI" ACQUAVIVA DELLE FONTI (BARI) - ITALY
Works-amount Works-amount updated Design period Function performed
2001 Structural and handling land preliminary design and final design Safety coordination (design phase)
The hospital occupies the eastern part of the area and consists of: - the Central Building, to the South (a total of three floors, of which 2 above ground, rectangular building with large courtyards and a central entrance at three levels naturally lit with shed); - The Inpatient Ward, to the North (total six floors, all above ground, consisting of two symmetric L-shaped buildings); - a link building to the Central Building, at the same floor of the Inpatient Ward. Connected to the building there are the Pharmacy building and the Deposit and Substations plant. Other buildings in the hospital complex are: North/West the Reception Desk and the Church, directly linked to the hospital, and the Technological Centrals South/East . The hospital is equipped to accommodate 692 beds, 8 x-ray rooms, 11 Ultrasound rooms, 2 hemodynamics and angiography rooms, 6 Endoscopic rooms, 15 operating theatres, 16 beds for intensive care unit-ICU post-operatively, 8 bed coronary intensive care unit, 6 stock unit hospital stays and 30 beds for dialysis.
NEW HEADQUARTERS OF THE NATIONAL MILAN - ITALY
Works-amount Works-amount updated Design period Function performed
2005 - 2006 Architectural and structural final design
on hospital building needs have led to a different distribution compared to the preliminary draft. The materials were chosen according to their durability and maintainability issues, while the design was developed in order to reduce energy consumption through the adoption of innovative systems technologies, controlling heat loss and reduction of acoustic climate in the hospital context. They were also evaluated and developed specific aspects of systems maintenance and inspection. The versatility of use of the structure reconfiguration, especially with regard to possible future installation, is ensured by the adoption of appropriate technical solutions, such as the use of castellated beams.
SEISMIC ADJUSTMENT OF PAVILION 8 OF THE SAN SALVATORE HOSPITAL AND RENOVATION L'AQUILA - ITALY
Works-amount Works-amount updated Design period Function performed
2012 Architectural and structural final design and executive design Safety coordination (design phase)
As a result of the seismic event occurred in April 2009, the Pavilion (for hospital stays and outpatient surgery) has reported damage to structures, internal partitions and exterior cladding. The final design to renovate the building after the seismic event that hit the Delta 8 Pavilion of the hospital "San Salvatore", was developed from Tender-based design made by the contracting authority. The design includes: redistribution of health functions with the completion of the ground floor; structural improvement and repair of non-structural elements; adaptation of the building to the local fire protection and accident prevention regulations; integration of electrical and mechanical systems to adapt to new uses.
HOSPITAL "SAN SALVATORE" (BUILDING "DELTA 7" AND BUILDINGS 2 AND 3) - SEISMIC ADJUSTMENT AND CONVERSION L'AQUILA - ITALY Works-amount Works-amount updated Design period Function performed
2013 Architectural, structural and system design
The design aims at functional restoration after the earthquake suffered by the San Salvatore Hospital in L'Aquila, in reference to the buildings named Delta 7, Building 2 and Building 3. For the closing of new volumes created on the ground floor in the courtyards and under the arcades, there was produced a wall facing (empty case) with the outer face made of brick and plastered at the inside. Inside there will be a thermal insulation. The existing walls will be reinforced adequately through glass fibres and metal anchors. External facades, where necessary, will be cared with the system of "cuci-scuci" using tiles of the same type as the existing one. The design has been drawn up taking account of the existing legislation on accessibility by adopting technical solutions suitable for handicapped people.
CONSTRUCTION OF THE NEW PAVILION D - INFANT BREAST, THE TECHNOLOGICAL PLANT AND SURGICAL HOSPITAL IN LUGO LUGO (RAVENNA) - ITALY Works-amount Works-amount updated Design period Function performed
2013 Architectural and system final design
The area of intervention of the new Pavilion "D" is inside the hospital complex of Lugo, in the area occupied by a building called "maternal and child health", which is scheduled to complete demolition, because after careful preliminary valuations, assumptions of reuse were unsatisfactory. This existing building presents general characteristics and structures designed according to an obsolete principle. Dimensions, such as the width and height of the floors were not good to allow systems implementations, as required for new activities that the Hospital intends to set up. The lot is located in the middle of a green area with valuable tall trees. The hospital intervention object is perfectly integrated within the Roman centuriation area, in a peripheral area compared to the city centre, in an area cut diagonally by the railway line from Imola to Ravenna. The current building departments (Gynaecology, Obstetrics and Pediatrics) will be transferred within the surgical building of the Hospital. The intervention consists, mainly, in the new construction of a building in order to place on the ground floor the Dialysis Centre, currently present in another pavilion in the same hospital; on the first floor will be realized one Ophthalmology Day-Surgery , today housed at the fourth floor of the Pavilion A; on the second floor will be constructed a Clinic service. In the design of the new building it has taken account of the constraints in the area.
200 HOSPITAL BEDS AL-RUFAI (DHI QAR GOVERNORATE) - IRAQ
Works-amount Works-amount updated Design period Function performed
2013 Architectural preliminary design
The design consists of a building of 200 beds hospital with integrated teaching area for a total surface female,on the sides of an area dedicated to the hospitality and health services, providing an ideal link between the functional departments, guaranteeing the separation of paths following the local cultural tradition. Entrance hall opens on one side of the central area, while, on the opposite side, there is access to emergency.
RESTRUCTURING OF IN-PATIENT AND ICU OF HOSPITAL OF SESTO SAN GIOVANNI SESTO SAN GIOVANNI (MILAN) - ITALY
Works-amount Works-amount updated Design period Function performed
2010 Safety coordination (design phase)
The hospital is located in an area that is decentralized, but well connected with the city centre and is served by a parking area outside the complex. Spaces for the various policies and health services are well structured and linked, have no function promiscuity. The various surgeries, specialized therapies and administrative activities in direct contact with the users, are located in places of easy access and separated from hospital wards. On the ground floor of Pavilion 2 in the currently occupied by the old operating theatre, will be made the new ICU. On the second floor of the Pavilion 2, the renovation design deals with the hospital's Department of internal medicine. Maintaining where possible the existing distribution structure, we proceeded to the redeployment of local destinations. Hospital rooms will be 4 by 4 beds, 5 by 2 beds and 3 by 1 bed from a total of 29 beds. On the third floor of the Pavilion 2, the renovation project deals with the inpatient general surgery department. Maintaining where possible the existing distribution structure, we proceeded to the redeployment of local destinations. Hospital rooms will be 4 by 4 beds, 5 by 2 beds and 3 by 1 bed from a total of 29 beds. Fifth floor of Pavilion 2, the restructuring project deals with the Hospital Stays Department of obstetrics-gynaecology. Maintaining where possible the existing distribution structure, we proceeded to the redeployment of local destinations. Hospital rooms will be 4 by 4 beds, 5 by 2 beds and 3 by 1 bed from a total of 29 beds.
ADAPTATION TO NORM AND INTENSIFICATION OF HOSPITAL "MAZZINI" TERAMO-ITALY
Works-amount Works-amount updated Design period Function performed
2011 - 2012 Architectural, structural and system final design
The hospital of Teramo has suffered in many speeches since its activation in 1972, which were made with a little careful programming to the needs of the hospital. With this project the locations of services and hospital stays, through an overview of the entire system, have been rationalized. The intervention affects the entire hospital complex "g. Mazzini" of Teramo "1st, 2nd and 3rd lot" (former Sanatorium), including technological plants. The only expansion foreseen (emergency/Radiology link 1st lot and Coronary ICU wing connection and former Conference Hall 2nd lot) are correlated with existing specialized spaces.
IMPLEMENTATION OF A SECURE HOME FOR 57 DEPENDENT USERS OZZANO DELL'EMILIA (BOLOGNA) - ITALY
Works-amount Works-amount updated Design period
2000 - 2003
Function performed Architectural, structural and system integrated design General construcion supervision Safety coordination (design and executive phase) T.H. E.MA. by the time, was looking for his own Client for site in order to place a Rest-home. In analysing the possibility of intervention in Ozzano, T.H.E.MA. has undergone since it was favourable. There was already in place a general Variant to the Urban Plan and then there was the possibility of implementing Client requests. The architectural design, layout of the building and the urban sector have been developed together with the municipal administration. The intervention in question is placed in the context of a new large predominantly residential settlement. It was the urbanization of a large area of the municipal territory of Ozzano dell'Emilia. The design, in addition to the usual architectural and technical aspects, drew particular attention to the management of future activities, trying to identify and address, together with the customer, those that could represent points of conflict between the design choices and future management activities. The design was carried out in compliance with provisions regarding Rest-homes, with particular attention to fire prevention design, where innovative solutions have been adopted.
RENOVATION AND EXPANSION OF A PROTECTED MUNICIPAL HOUSE POGGIO RENATICO (FERRARA) - ITALY
Works-amount Works-amount updated Design period Function performed
2000 - 2005 Structural and system integrated preliminary design, final design and executive design General construction supervision Safety Coordination (executive phase)
Project for a total reorganization of the complex providing for the enlargement of the structure for the construction of the new kitchen and a profitable increase in beds. Consequently the existing thermal plant was no longer appropriate and therefore the design included the construction of a new thermal power station to serve the entire complex. The realization of enlargement in adherence to the existing structure has resulted in the need to provide adequate structural solutions with the original building and its masonry structure.
EXTENSION AND NEW BUILDING OF "CLINICS GAVAZZENI" BERGAMO - ITALY
Works-amount Works-amount updated Design period Function performed
2000 - 2004 Structural preliminary design, final design and executive design Directorate general works Safety coordination (design phase)
T.H. E.MA. Srl has prepared the design of enlargement of the central building structures and the new Hospital liaison body, used as a connection between the extension and the existing historic building headquarters of the Institute. The first intervention was characterized by complexity of reinforced concrete structures designed with the aim of ensuring spacious interiors free of structural obstacles. The structural design of the connecting building (steel and reinforced concrete elements and prestressed concrete) was set on the need to demolish the existing structures and rebuild the new building (intended to become the new main entrance to the hospital complex) with extreme rapidity and ensuring the usability of vertical and horizontal links.
SCHOOL CONSTRUCTION
Highlevel Team
Engineering and MAnagement
T.H.E.MA. PROGETTAZIONE E SERVIZI DI INGEGNERIA
NEW NURSERY SCHOOL BUILDING ABBIATEGRASSO (MILAN) - ITALY
Works-amount Works-amount updated Design period Function performed
2010 - 2012 Architectural, structural and system final design Safety coordination (design phase and executive phase)
The design involves the construction of a new body on three floors including a basement and two above ground. In the basement there is the refectory, a laboratory, a multi-purpose hall and technical rooms, on the ground floor is located the space dedicated to kindergarten with no. 9 classrooms and a laboratory, on the first floor there is the expansion of the elementary school that includes no. 7 classrooms. elementary school, connected to it by a corridor.
REALIZATION OF "CITADELS OF STUDIES" FABRIANO (ANCONA) - ITALY
Works-amount Works-amount updated Design period Function performed
2012 - 2014 Structural executive design - Geotechnics - Electrical system Mechanical system - Water and sanitary system - Fire escape
-new buildings of the high school, the High School specializing in scientific subjects, the Arts High School, the Centre for employment and training -new gyms and sporting facilities for schools, and open to the public outside school hours -a life path entirely surrounded by greenery
REALIZATION NEW KINDERGARTEN AND ELEMENTARY SCHOOL MERIDIAN DISTRICT CASALECCHIO (BOLOGNA) - ITALY
Works-amount Works-amount updated Design period Function performed
2001 - 2005 Structural and system preliminary design, final design and executive design Architectural executive design General construction supervision Safety coodination (design phase and executive phase)
The intervention is located within the zone of new urbanization of the municipality of Casalecchio. The final set saw the construction of a kindergarten on the ground floor and an elementary school on the first floor. The first consists of 3 sections, while the second consists of seven sections. The complexity of the intervention, however, was characterized by the fact that the works have been carried out over a period of about 3 years, with the need to provide for a transitional use different from that final.
BUDRIO (BOLOGNA) - ITALY
Works-amount Works-amount updated Design period Function performed
2000 - 2004 Architectural and structural executive design - Geotechnics Electrical system - Mechanical system - Water and sanitary system - Fire escape
The existing school from 1898 is located in a building, subject to the constraint of Government Department responsible for the Environment and Historical buildings of Bologna, from half of the 19th-century. To the left is a second building built on a 17th-century oratory plant. During the Menarini's properties the oratory has been entirely transformed into guardian's residence. This part of the building was remodelled several times until the last shape (1930s) that sees the realisation of some small apartments. The building is characterized by a type and two floors of different heights.
HOUSING
Highlevel Team
Engineering and MAnagement
T.H.E.MA. PROGETTAZIONE E SERVIZI DI INGEGNERIA
VOLUNTARY MILITARY PERSONNEL ACCOMMODATION "SAN MARTINO" BARRACKS MANTUA - ITALY
Works-amount Works-amount updated Design period Function performed
2011 - 2013 Architectural, Structural and System Executive Design
the area of the barracks "San Martino" of Mantua. The building consists of two buildings separated by equal-sized in central stairs where is placed the each, for a total of 24 units that can accommodate 96 soldiers. Living cells are designed to accommodate 4 soldiers or a small family. They consist of an entrance area/closets, two bedrooms, a kitchen, a bathroom and a terrace. Attacks of every living cell are designed and arranged to be able to go from a (apartment for 4 soldiers) to another (family apartment) without further work.
BUILDING CONVERSION FROM PROTECTED HOME USE FOR PRIVATE RESIDENTIAL BUILDING AND SEISMIC ADJUSTMENT OZZANO DELL'EMILIA (BOLOGNA) - ITALY Works-amount Works-amount updated Design period Function performed
2006 - 2008 Preliminary Draft, Final Design, Executive Design General Construction Supervision
Previously, this building was intended to be a home for the elderly, following the new Commissioning intervened demanded to T.H. E.MA. the transformation of the building into residences. In explanation of this change is the fact that the above-mentioned retirement home is exclusively residential context: the urban transformation in fact foresaw the change of use of a building under construction in advance. From typological point of view, no substantial changes have been made to the building: originally the building consists of a basement and 4 aboveground floors, basement floor has been extended in the south wing in order to obtain a greater number of garages and improve its usability. The third floor has been raised of the minimum necessary to create livable, usable surface until the There were made 12 3-room apartment, 19 apartments and 4 studios. All apartments on the ground floor have a private garden, and those of the third floor are all with private terraces. In the basement there were obtained 35 cellars and 27 garages. The finish on the exterior wall facing, like the previous design has been realized in brick facing to the ground floor, first and second and plastered in their lodges. Third floor, slightly set back from the underlying fronts, have been plastered. The main facades has a vertical wooden slat type brise-soleil, to conceal any plant gas pipes or machinery of air-conditioning systems. After the new seismic classification of territory the building has been structurally adequate seismic zone II category in compliance with new Italian construction technical standards NTC 01/14/2008.
COMPLEX OF RESIDENTIAL BUILDINGS FOR SEVEN LUXURY ACCOMMODATIONS BOLOGNA - ITALY
Works-amount Works-amount updated Design period Function performed
2001 - 2006 Structural and System Preliminary Draft, Structural Final and Executive Design, System Final and Executive Design Structural and System Construction Supervision Safety Coordination (Design and Execution Phase)
The design was about the renovation of a building located in Bologna, in via San Luca. The building consists of 3 levels above ground and 2 basement levels. The floors have dimensions of gradually decreasing surface height.
HIGH-TECH BUILDING COMPLEX BOLOGNA - ITALY
Works-amount Works-amount updated Design period Function performed
2002 - 2004 Structural and System Preliminary Draft, Structural Final and Executive Design, System Final and Executive Design General Construction Supervision Safety Coordination (Design and Execution Phase)
The proposed intervention came as change of intended use. It consists of a new building of a residential building of four overall levels above ground in the innermost part of the lot within the existing template, using total demolition of the previously building used as cinema. The residential part is the realization of efficiency apartments distributed by large and central corridor, according to the typical housing needs. There are also large communal areas. Intervention also consists in renovation and typological adjustment of the building link to the near condominium.
NEW RESIDENTIAL BUILDING CONSTRUCTION CASALECCHIO (BOLOGNA) - ITALY
Works-amount Works-amount updated Design period Function performed
2002 - 2006 Structural and System Preliminary Draft, Structural Final and Executive Design, System Final and Executive Design General Construction Supervision Safety Coordination (Design and Execution Phase)
The building is to be carried out in an urban context, complexity and complex caused to the presence of an access road to two-way movement and the presence of a pedestrian crossing on both sides of the road. The building is used for civilian use and habitation consists of 7 units spread over 4 floors, 8 garages and 7 cellars in the basement, by some residents' rooms with an outdoor area.
COMPLEX OF RESIDENTIAL BUILDINGS BOLOGNA - ITALY
Works-amount Works-amount updated Design period Function performed
2004 - 2005 Preliminary Draft, Structural Final and Executive Design, System Final and Executive Design, General Construction Supervision and Safety Coordination (Design and Execution Phase)
The design provides for the reuse of existing volume used as a cinema and new construction of residential building, "apartment block type", detached and placed in the parking lot to the north. It has been taken advantage of the size and elongated shape of this building in order to separate the two volumes and characterize architecturally the two interventions of renovation and new construction. The new building is placed inside of the batch to ensure the best features of habitability. The new volume will be proposed as distinct and clearly distinguishable from adjacent buildings, both for the volume itself, both for the creation of a new facade.
RENOVATION OF RURAL COURTS IN VIA PALLAVICINI BOLOGNA - ITALY
Works-amount Works-amount updated Design period Function performed
2007 - 2008 Structural and System Preliminary Draft, Structural and System Final Design and Executive Design, General Construction Supervision, Safety Coordination (Design and Execution Phase)
Renovation of ten buildings located on the outskirts of Bologna, grouped into three courts, buildings for residential use. The buildings had different functions: residential for the farm houses (4 houses), shelter and storage space for stables/barns (3 buildings) and service functions for manufactured accessories (3 buildings). The farmhouses and barns are grown in height two floors and have a strong typical Bologna's campaigns characterization: pitched roofs, columns can be read from the outside and inner vaults for barns.
COMMERCIAL / PRODUCTIVE / OFFICES
Highlevel Team
Engineering and MAnagement
T.H.E.MA. PROGETTAZIONE E SERVIZI DI INGEGNERIA
CONSTRUCTION OF THE PAVILION 0 - EXPO 2015 MILAN - ITALY
Works-amount Works-amount updated Design period Function performed
2013 - 2014 Structural Construction Design
The building object of this document will be built on a rectangular site of approximately 164 x 64 m, The roof is made through repetition and intersection of 8 cones of two different sizes. This evoke the hilly landscape of the Euganean area, between Padua and Vicenza. The perimeter walls show the section of the hills. The cones diameters are 85 m (big cone or cone type A) and 45 m (small cone or cone type B) and they reach respectively 26 m and 22 m in height. The cones are covered with wooden steps, arranged horizontally to simulate the topographic contour lines.
REDEVELOPMENT WITH EXTENSION OF THE FORMER INDUSTRIAL "FINI COMPRESSORI" COMPLEX ESTABLISHMENT ZOLA PREDOSA (BOLOGNA) - ITALY Works-amount Works-amount updated Design period Function performed
2007 - 2008 Structural and System Preliminary Draft, Structural Final and Executive Design, System Final and Executive Design General Construction Supervision Safety Coordination (Design Phase)
The design concerns an extension of warehouses / offices of the Fini compressors industry ex-base. The construction project involves the renovation of a production building composed by three floors located in the municipality of Zola Predosa (BOLOGNA), Via Fratelli Rosselli no. 12 Offices and laboratories for commercial use will be obtained inside. The building includes the construction of the garage and the technical rooms in the basement.
BUILDING RENOVATION - VIA DEL LAVORO - VIA PARINI CASALECCHIO (BOLOGNA) - ITALY
Works-amount Works-amount updated Design period Function performed
2004 - 2008 Structural Preliminary Draft, Structural Final and Executive Design Structural Construction Supervision
Renovation of a building sited in Via del Lavoro number 70 and via Parini numbers 1-3. The work consists of three floors above ground and two basements for garages. The storeys have different heights between floor and ceiling: - 2,40 m for the basements; - 3,00 m for the ground floor and the first floor; - 2,70 m for the second floor and the third floor.
OFFICE BUILDING AND COMMERCIAL ACTIVITIES CASALECCHIO (BOLOGNA) - ITALY
Works-amount Works-amount updated Design period Function performed
2004 - 2005 Structural and System Preliminary Draft, Structural Final and Executive Design, System Final and Executive Design General Construction Supervision Safety Coordination (Design and Execution Phase) Construction Management
This work consist in a new building located in the industrial area of Via del Lavoro, in the town of Casalecchio di Reno (BO). Basements: Reinforced concrete structure with "REP" type self-supporting beams and floors made of predalles and a completion concrete casting. Above ground storeys: Steel structure. The floors are built with prefabricated alveolar panels made of prestressed reinforced concrete.
CONSTRUCTION OF A NEW PRISON FOR 450 PRISONERS CATANIA - ITALY
Works-amount Works-amount updated Design period Function performed
2012 Structural Final Design
The project involves the construction of a new prison with a total capacity of 450 prisoners. The design concerns structures and plants, as well as the external works, roads, sewers, c, lighting, water purifier and sports fields. The requirements defined by the Department of Penitentiary Administration is as follows: Medium Security 442 beds Meeting Building Courtyards for walking Block House Electrical substation External works Purifier The area identified for the construction of the new prison is located in the town of Catania, in the Bicocca area, at the junction of the west ring road and the local road towards the Provincial Road 701. This area is bordered by the west ring road, by the rail, by the torrent Cardinali, by private properties, as well as bordering on three long sides with the Prison of Bicocca. The land has a generally flat alignment.
INFRASTRUCTURES
Highlevel Team
Engineering and MAnagement
T.H.E.MA. PROGETTAZIONE E SERVIZI DI INGEGNERIA
REDEVELOPMENT "RAILWAY STATION (former BOSCHI)" - FU AND GU OFFICE BUILDINGS PARMA - ITALY
Works-amount Works-amount updated Design period Function performed
2007 - 2013 Structural Executive Design (modification): Constructive Design for Office Buildings
T.H. E.MA. S.r.l., inside the temporary business association formed with SOIL S.r.l., AIERRE S.r.l. and Engineer S. Merzi, dealt with detailed design of construction variants of structures of office buildings , called FU and GU. These buildings are characterized by the mere presence of 4 pillars for each building, supporting 5 The selection process has seen the adoption of a mixed steel-concrete system. The planks are characterized by an overhang of about 6 m, whose deformability was handled by the adoption of specific construction solutions.
CONSTRUCTION OF FOOTBRIDGE LANE ON LAVINO CREEK ZOLA PREDOSA (BOLOGNA) - ITALY
Works-amount Works-amount updated Design period Function performed
2003-2006 Preliminary Draft, Final and Executive Design of Structures and System, General Construction Supervision and Safety Coordination (Design and Execution Phase)
The intervention of consolidation and restoration of the historic bridge in masonry had the objective of ensuring the flow of loads up to 18 tons, corresponding to actual use. They are inserted into the lower surface of the arches, new spatial networks. Transversal steel braces and a suitable concrete slab, contributing further to distribute the loads evenly. Interventions of "cuci-scuci" and mortar injection gave new strength to the original walls, to halt the pronounced degradation . The final design proposal to the footbridge joins the current bridge. The walkway has a free section of 2.50 metres practicable throughout its 52.50 metres extension, with bottlenecks at the entrances of its extremities.
CONSTRUCTION OF AIR FORCE BASE HANGAR AMENDOLA (FOGGIA) - ITALY
Works-amount Works-amount updated Design period Function performed
2012 Architectural and Structural Final Design
The hangar for aircraft has a square plan with dimensions of 40 x 40 m and internal height of 11 m. On the front of the building there is a door made from 3 + 3 motorized doors, resting on rails and sliding underneath the top related guides to a truss steel. Inside the shed, on the lower surface of the cover, is attached an overhead travelling crane (with 50 kN capacity) which runs on suitable runways arranged at right angles to the front doors.
RAILWAY LINE MODERNISATION LINE BENI SUEF-ASYUT - EGYPT
Works-amount Works-amount updated Design period Function performed
2013 Architectural, Structural and System Preliminary Draft
The design concerns the modernization of the signaling systems for 250 km of railway line between Beni Suef and Asyut, resulting in reduction of the number of crossings. The aim of modernisation of the signaling installations in Beni Suef - Asyut section deals with: - centralizing in a new control tower, the supervision of the line from Beni Suef to Asyut - modernising all signaling systems using appropriate technologies according to current standards - installing a network of long-distance data transmission with high efficiency along the line - optimising systems relating to the centralized control of traffic along the line - keeping active and operating the two swinging bridges already in use.
COMPLETION WORKS FOR ATLANTIC AIRCRAFT MAINTENANCE HANGAR SIGONELLA (SYRACUSE)-ITALY
Works-amount Works-amount updated Design period Function performed
2013 - 2014 Executive design and system design
The hangars are used for the stabling of aircraft, and consists of a building with a rectangular plan. The building has an interior dimensions of 128.10 x 62.63 m and a size, useful for passage of aircrafts, of 58.85 m (lengthwise) and 57.65 m (crosswise). While the height of the maximum external artifact is 24.95 m (measured from the indoor finished flooring surface to the last element of the facade). The useful height of entrance doors is 17.00 m (measured from the indoor finished flooring surface until the bottom of the beam coverage).
RENOVATION OF A GARAGE - VIA FILZI no. 27/A MILAN - ITALY
Works-amount Works-amount updated Design period
2006 - 2007
Function performed
Final Design
The building in question, subject to final design of structural consolidation measures and regulatory adjustment, is a garage in via Filzi, no. 27/A in Milan. This building was built in 1953 and consists of a rectangular building of 55 x 16 m, and a semicircular ramp placed centrally. The entrances to the building are located on the ground floor along the two short sides. The entire structure (beams, pillars and slabs) is made of reinforced concrete and is spread over 2 All existing reinforced concrete structures (beams, slabs and pillars), are in situ. The design includes consolidation of elevation structures of underground and above-ground levels, with the exception of the pillars of the third level and cover slab (fourth level) for which a complete demolition and reconstruction is provided. Design interventions also aim to provide fire resistance of structures of no less than 90 minutes. If the structures are not the object of intervention, the requirement will be ensured through the application of passive protection systems.
MULTI-STOREY CAR PARK CALLED "P13" MILAN - ITALY
Works-amount Works-amount updated Design period Function performed
2003-2004 Structural Preliminary Draft
The work in question occupies of public parking facilities to be carried out adjacent to the parking lot of the Neurological Institute "Carlo Besta" in the former "Pirelli Cavi" area in Milan. above ground and underground. The building develops vertically with two underground floors, ground floor, first floor and roof plan (for a roof garden). All of the structures (beams, slabs and pillars), except for the Foundation beams, are made of prefabricated elements.
DOUBLING OF RAIL TRACK BETWEEN BOLOGNA AND VERONA RAILWAY S. GIOVANNI IN PERSICETO (BOLOGNA) CREVALCORE (BOLOGNA) - ITALY Works-amount Works-amount updated Design period Function performed
2001 - 2002 Structural Executive Design
Object of design is the bridge between Crevalcore (Bologna) and San Giovanni in Persiceto (Bologna), part of the work relating to doubling of the track of the railway line between Bologna and Verona. The viaduct has a length of about 330 m, consisting of 2 reinforced concrete sides, 11 piles of reinforced concrete, prestressed concrete beams, and reinforced concrete slab.