via g. carissimi 12, 20124 milano [email protected] | … · en15512 for the seismic design...

Via G. Carissimi 12, 20124 Milano

[email protected] | +39 02 67073049 | www.scl-ingegneria.it - 1 -

SCL Profile

Focus on Civil Structures



CONTENTS

CONTENTS........................................................................................................................... 2

About SCL ................................................................................................................................................................. 5

Partners .................................................................................................................................................................... 6

Stefano Calzolari ................................................................................................................. 6

Silvano Lacavalla ................................................................................................................. 8

Stefano Sesana ................................................................................................................... 9

Profile ..................................................................................................................................................................... 11

Areas of competence ........................................................................................................ 11

Mission .............................................................................................................................. 11

Values ............................................................................................................................... 12

Areas of competence ............................................................................................................................................. 13

Civil structures .................................................................................................................. 13

Industrial structures ......................................................................................................... 14

Logistics ............................................................................................................................ 14

Inspections, tests and expertise ....................................................................................... 15

Stress Analysis .................................................................................................................. 15

Testimonials ........................................................................................................................................................... 16

FROM THE PORTFOLIO ........................................................................................................................................... 17



Civil structures ........................................................................................................................................................ 18

VALENTINO: Flagship Store – 39 Old Bond Street, London .............................................. 19

VALENTINO: Boutique show room - Rue Saint Honoré, Paris .......................................... 21

VALENTINO: Flagship store – Piazza di Spagna, Roma ..................................................... 23

VALENTINO: Offices – Piazza Mignanelli , Roma .............................................................. 25

VALENTINO: Flagship Store – 5th Avenue, New York ...................................................... 26

VALENTINO: Boutique - Via de Tornabuoni, Firenze ........................................................ 28

VALENTINO: Boutique – Via Montenapoleone, Milano ................................................... 29

CELINE: Boutique Céline – Avenue Montaigne, Paris....................................................... 31

DOLCE & GABBANA: Boutique – Corso Venezia 7, Milano............................................... 33

DOLCE & GABBANA: Boutique – Via della Spiga, Milano ................................................. 35

GORANI COMPLEX, Milano ............................................................................................... 36

COventidue S.r.l.: Residential Building, Corso XXII Marzo, Milano .................................. 37

APORTI BUILDING: via Ferrante Aporti, Milano ............................................................... 39

DEUTSCHE BANK: headquarters, Napoli .......................................................................... 42

BUILDING via Durini, Milano............................................................................................. 44

UNDERGROUND PARKING: Via Turati, Milano ................................................................ 45

LEONE BUILDING, Corso Vittorio Emanuele II 159, L’Aquila ............................................ 46

SANT’AMICO BUILDING: Via Sant’Amico 5, L’Aquila ........................................................ 48

HOSPITAL OF VIMERCATE, Milano ................................................................................... 49

MILANO AIRPORT– Terminal 2 Malpensa ........................................................................ 50



HEADQUARTER PIEMONTE REGION, Torino .................................................................... 52

COMPETITION FOR THE UNIPOL TOWER VARESINE, Milano .......................................... 54

COMPETITION FOR A RESIDENTIAL BUILDING, Milano .................................................... 55

PORTA VOLTA Feltrinelli Foundation, Milano ................................................................. 56

POLIRONE MONASTIC BUILDING COMPLEX ..................................................................... 58

VILLA REALE, Monza ......................................................................................................... 60

NEW HOSPITAL BUILDING OF NIGUARDA, Milano ........................................................... 61

HOSPITAL OF NIGUARDA - Pavilion “Origgi”- Milano ....................................................... 62

HOSPITAL COMPLEX CA’ GRANDA – Milano .................................................................... 63

HOSPITAL BUILDING OF CITTIGLIO AND LUINO (VA) ....................................................... 64

HEALTHCARE BUILDING, Brescia ...................................................................................... 65

CASCINA MERLATA, MILANO ............................................................................................ 66



About SCL SCL is an Engineering firm, which provides structural and civil engineering services and

consulting world-wide.

The Company, based in Milan, was founded in 1992 by Eng. Stefano Calzolari and Eng.

Silvano Lacavalla; Eng. Stefano Sesana joined the company in 1997.

The organization chart of SCL refers to a team of collaborators (21) -mainly structural

engineers - whose number has grown steadily over the years and to a wide network of

external consultants, whose skills cover various areas of competences. This enables SCL

to offer complete "turnkey" projects and Project Managing in complex and diversified

areas.



Partners

Stefano Calzolari

Founding member

Graduated in Civil Engineering at Politecnico di Milano in 1985

Enrolled in the professional register of the Milano Order of Engineers at n. 15110

CERT’ing certification, level 2, area Civil and Environmental.

Since December 2016:

Council Member of the National board of Engineers (CNI).

Since February 2015:

President of “Agenzia Nazionale per la Certificazione Volontaria delle Competenze

CERT-ING” (National Agency for the voluntary certification of competences CERT-ING) of

the National board of Engineers (CNI).

Since September 2011:

Member of VIA (National committee of the Ministry of Environment and Protection of

Land and Sea).

2009-2016:

President of Milan Institute of Engineers, where he was previously Counselor and

President of “Professional Training and updating” and “Quality Certification”

Committees.

1999-2002:

President of Formation and Professional Development at Milan Order of Engineers.

2002-2006:

Consultant of CTA (board of technicians specialized in steel constructions).



2002-2012:

President of CEN TC 344 “Steel Static Storage System” from 2002 to 2011. Member of

ERF Board ERF – European Racking Federation.

Since October 1998:

Inclusion in the list of Structural Check Engineers at n. 2598 for the following categories:

“Buildings and supplies”, “Complex Structures” e “Reinforced Concrete Structures”.

Since October 1996:

Trainer on Safety Management in Construction Sites (D.lgs. 494/96 e 528/99) specialized

in Steel Structures at Politecnico di Milano and Milan Institute of Engineers.

Since October 1996:

Member of IGQ Committee (Italian Institute of Quality Guarantee).

Since July 1996:

Italian representative in the International committee F.E.M. Section X (now ERF –

European Racking Federation), specialized in industrial raking systems and steel

structures for storage warehouses.

Nel 1995

Consultant in Quality Management (ISO 9000) for Italian Association of Steel Builders. In

November 1995 he passed the Final Examination to become “Evaluator of Quality

Systems”.

Since 1992:

Consultant to ACAI (Italian Association of Steel Builders) as specialist of steel structures

for the Racks Section, the Scaffold Section and the Stakes Section. Many publications in

magazines "Costruzioni Metalliche" and “Geoide”, in the structure section.

1991-1992:

Consultant to Falck Lamiere, as promoter of steel beams made of steel plates.

1991-1992

Science of the Construction auxiliary assistant at Politecnico di Milano (Prof. Leo Finzi).



Since 1991:

Independent professional for civil and industrial building design. Enrolled in the

Professional Register of the Milano Order of Engineers since 1987 (n° 15110).

From 1986 to 1991:

Professional training at Studio BCV Progetti – Milano. Structural Engineering project firm

of Prof. Eng. Giulio Ballio, Dott. Eng. A. Vintani, Dott. Eng. C. Raffa.

Silvano Lacavalla

Founding member

Graduated in Civil Engineering at Politecnico in Milan in 1986

Enrolled in the professional register of the Milano Order of Engineers at n. 15175

Qualified as Construction and safety Manager (D. Lgs. 494/96, poi 528/99 ora 81/08).


From 2010:

-Member of “Commissione Bandi e gare d’appalto” of the Order of Engineer of Milano.

- Professor on contract at Civil and Environmental Engineer Department of Politecnico di

Milano, for the section Science of the Construction.

From 2005:

Member of the European Working Group 2 for the for the review of the Norm for the

industrial racking systems (CEN-TC 344).

From April 1999 to September 2000: scientific executive director of the scientific

magazine “A&C – Analisi e calcolo”.

From September 1998:

Enrolled in the register of “Collaudatori della Regione Lombardia” at n° 2597, for the

categories: buildings and related supply, complex structures and reinforced concrete

structures.



Qualified instructor ALGOR FEA System.

ACAI Instructor of CISI software for structural calculation of industrial racking systems

Science of the Construction auxiliary assistant at Politecnico di Milano.

Stefano Sesana

Partner of SCL since January 1997

Graduated in Civil Engineering at the Politecnico di Milano in 1989

Enrolled in the register of the Order of Engineers of Milano n° 16176


From 2015: Q-Ing Certified Engineer at level 2 in the field of structures with the

following specialization: Design, Construction supervision and testing of metal and r.c.

structures and of industrial racking systems.

From 2014 and currently: Joint secretary of the TC 355 WG1 for the review of the Norm

EN15512 for the seismic design of pallet racks.

From 2013 and currently: Member of the Technical Committee 21 - SC 03/GL 01

"Scaffalature industriali metalliche" as expert.

From 2011 and currently: Convener of the TC 355 WG5 developing the new Norm

EN16681 for the seismic design of pallet racks.

From 2010 and currently: Member of the Product Committee of IGQ (Istituto Garanzia

Qualità, Italian Notified Body) for the CE certification of construction products.

From 2005 and currently: Member of several working groups of FEM Section X “Racking

and Shelving” and ERF (European Racking Federation) as expert of seismic and

structural engineering and technical representative of the Italian Association of racks

Manufacturers:

• Working Group 2 “Drive-in” for the formulation of the Norm FEM 10.2.07 (2012)



• Working Group "Seismic Design" of FEM Section X for the design of pallet racks in

seismic zones and editor of the Norm FEM 10.2.08 (2010).

From 2003 to 2013:

Consultant of ACAI (Italian Association of Manufacturers Steel) as specialist in seismic

engineering of steel structures for the Group Racking Manufacturers.

From 2004 to 2008:

Technical Advisor of ACAI (Italian Association of Steel Manufacturers) section lighting

Poles and Towers. Development of specialized an automatic procedure for the design

and verification of poles for lighting.

From 2005 to 2006:

Technical Advisor of IGQ (Istituto Garanzia Qualità, Italian Notified Body) for the CE

certification of lighting columns; activities subsequently developed by other engineering

employee of SCL Ingegneria Strutturale.

March 1998:

Attendance to the AICQ training for “Evaluator of Quality Systems ISO 9000”, passing

the final test (post graduate studies).

From 1989 to 1995: freelance engineer at BCV Progetti Srl of Milano.



Profile

Areas of competence

Structures for industrial plants: new plants, revamping of existing plants, design of

components and equipment.

Seismic engineering: risk assessment, design of retrofit works.

Public and private building works: architectural and structural design, project managing,

tests.

Public works and infrastructures: general direction of works, project management,

financial and administrative supervision.

Large restructuring works of ancient and historical buildings: structural design, study of

the execution sequences, direction of works.

Legal expertise: forensic and extra-judicial.

Structures for Logistics: industrial racks and shelves, silos and clad warehouses,

warehouses safety, research and development of components and systems,

participation to drafting norms and technical standards.

Stress analysis: special studies and analyses using advanced tools and methods to

evaluate the behaviour and stress levels in structures and components.

Mission

The primary goal of our work is the complete satisfaction of the Client.

The positive approach to research and study, the aptitude to problem solving and the

deep knowledge of the Italian and the international norms and standards drive SCL to

develop and maintain up-to-dated his wide knowledge and know-how. Solid theoretical

and technical skills enable SCL to offer complete and accurate services, with great

attention to each specific detail.



Values

We achieve our goals, working with enthusiasm on projects or providing services, with

complete personal and professional dedication.

Our core values are:

Partnership with the Client

SCL considers the customer a partner and the job a shared goal. For us the trust based

relationship with the Client who, we hope, will appreciates our professionalism and the

quality of our services is an added value.

Knowledge and competence

The up to date knowledge, technical skills and tools are the key assets of SCL and the

allow us to do our job successfully reaching the objectives.

Collaboration, satisfaction and reliability

SCL trust in long lasting partnerships based on the professional, technical and economic

progress and satisfaction of all parties involved.

For this reason, we have established solid relationships with the majority of our Clients.

The Team

Our passion for the job is also expressed in the training of the new generations. The

skilled team of senior collaborators supports a group of young, professional and

motivated engineers that, over the years, acquire roles as protagonists within the

organization. The full time team is now composed by 24 professionals (15 Engineers, 2

Architects, 1 Surveyor, 4 Technicians, 2 Clerical workers).



Areas of competence

Civil structures

The analysis and the understanding of the Client’s needs, the technical skills and the

flexibility in finding solutions drive SCL on the process from the concept to the

finalization of a project. The Client is always supported by a creative design, innovative

and adapted both to functional and architectural needs.

The knowledge achieved working with market leader construction companies, the

professional activities "in the field", the participation in the organizations and entities

responsible for the development of technical regulations in the various fields of the

structural engineering, are the basis for the comprehensive and multidisciplinary

understanding of the building process and of the main issues of complex construction

works made of steel, concrete, wood and other materials, in almost all areas of civil and

industrial engineering.

Relying on established partnerships, SCL is also able to develop plant and functional

projects and to provide specialized advice in different areas of design and construction

process, with the possibility of providing a complete "turnkey" design, including all the

information necessary to complete the construction work.

Thanks to the experience gained in the work planning, in the coordination between

different activities, in the interface between Companies and Professionals and in the

organization of the construction site, SCL performs general and specialized supervision

of construction works.



Industrial structures

SCL designs civil works, facilities and equipment of industrial plants in collaboration with

leading engineering Companies in Italy and abroad. Thanks to the skills acquired

through experience on processes and equipment design, SCL provides effective

interaction with all parties involved.

The mechanical design of the plant and of the equipment – from the "on the field"

study of the layout to the detail design – has been recently developed in the fields of

gas and fume treatment in various industrial sectors. Relevant experience has been

achieved in the areas of energy, steel and cement production and in the chemical

Industry.

Also in this area of competence the deep knowledge of the International Norms is an

important added value for customers working at a global level.

Logistics

SCL has been operating for more than twenty years in the research and design of the

structures and systems in the logistics industry.

The wide-range of skills and experience in this specific field, have also been developed

especially thanks to constant research and participation in the formulation of the

technical regulations.

The professional activity is carried out in collaboration with the major companies

operating in various areas of logistics and distribution, including manufacturers of

industrial racks and shelving, suppliers of automation systems, or companies where

logistics plays a relevant role.

In 2014 SCL created, within its organization, SCL-Log a specific section, which heads the

activities within the facilities for logistics. More info at www.scl-log.it.



Inspections, tests and expertise

Inspections, tests and technical expertise play a relevant role among the activities of

SCL.

Static testing on construction works

SCL has extensive experience in the operations of static testing and commissioning of

the works in Italy according to the 1086/71 in the field of civil and industrial steel and

concrete constructions, shelving and industrial warehouses.

Technical and administrative inspections and approvals

SCL operates in the area of technical and administrative inspections and approvals,

which regulates the official approvals of public works, carrying out legal functions within

the inspection and approval committees, according to the requirements of the Italian

statutory regulations.

Legal and technical expertise

The experience achieved in various fields of engineering, as well as the knowledge

acquired at the level of legislative and statutory framework, provides to SCL the

theoretical and applicative basis to accomplish complex forensic and extra-judicial

technical advice and expertise.

Stress Analysis

Stress analysis is a tool used to solve complex problems and to perform advanced

investigations, when required, for specific optimization needs.

For many years, we have approached this type of integrated analysis, mainly for steel

structures, equipment and components. The main used programs are HSH Straus7 and

Autodesk Robot Analysis.



Testimonials

Private Companies

ABB Sae Sadelmi

Apple

Astaldi

Boldrocchi Ecologia

Brianza Energia

Ambiente S.p.A.

Celine S.p.A.

COIMA S.r.l.

COMECA S.p.A. - S.T.F.E.

De Cardenas S.p.A.

DEGREMONT SPA

Deutsche Bank

Dolce & Gabbana

Durini 1 S.r.l.

Euromilano S.p.A.

Feltrinelli

F&B S.p.A

Finaval

Foster Wheeler Italiana

Frans Maas

Fujikura Ltd.

GPA Ingegneria S.r.l.

Gruppo Marcegaglia

Gruppo Claudio Salini

HAMON THERMAL EUROPE

Hamon Research Cottrell Italia

Hines Italia S.r.l.

Inarcheck

Italimpianti

KEC International Ltd.

LMI - Lazzari Montaggi Industriali

Lucchini Impianti S.p.A.

Metalcoop

Miroglio

PIME

Pomellato S.p.A.

Portovesme S.r.l

Prada

Procter & Gamble

Ratti S.p.A.

Sice Previt

SIRTI S.p.A.

SPX Cooling Technologies

Studio Geotecnico Italiano

Turbosonic Inc.

Technogym

Tekne S.p.A.

Valentino S.p.A.

Yves Saint Laurent

Architects

BAM Design

Citterio & Partners

David Chipperfield Architects

Foster + Partners

Studio Fuksas

Freyrie e Flores Architettura

Studio 3

Studio Dordoni

Plan S.r.l.

Public Corporations

AO Vimercate Salute

AO Ospedale Niguarda Ca’ Granda

AO Ospedale Papa Giovanni XXIII

Comune di Abbiategrasso

Comune di Monza

Infrastrutture Lombarde S.p.A.

SEA Aeroporti di Milano



FROM THE PORTFOLIO

In order to give a view of our activities in the Civil area of competence we have, hereby,

chosen from our portfolio a selection of representative projects focusing on that field.

More projects at www.scl-ingegneria.it



Civil structures



VALENTINO: Flagship Store – 39 Old Bond Street, London

Client: Valentino S.p.A.

Architectural Design: David Chipperfield Architects

Project surface: ca 545 sq. m (net), 331 of which dedicated to sales

Year: 2015-2016

Area of competence: Civil-Commercial

Aim of the project: The project involves the complete renovation of

the building (5 floors above ground and a

basement) and a completely renovated

distribution and structural system.

By SCL: Executive Design and direction of all the structural

works. The structure of the building has been

completely redone, creating the new floors and

columns within the existing steel building (“box in

the box”). The demolitions of existing floors and

central pillar occurred after completing the new

structure. The architectural project has also

featured the demolition of the r.c. existing scale

and of the lift and the construction, in a different

location, of both the lift and the new steel

staircase. The project foresees the partial

remaking of the roof, now temporarily supporting

a technical volume, and the remaking of the

façade on Old Bond Street.



VALENTINO: Flagship Store – 39 Old Bond Street, London



VALENTINO: Boutique show room - Rue Saint Honoré, Paris



Project surface: Almost 1000 m2 overall. In detail: 335 dedicated to

the shop and 662 to showroom and offices.

Year: 2015-16


Aim of the project: While keeping the shop active on ground and first

floor, works are meant to convert the second floor

into shopping area, the third floor into offices and

the fourth, fifth and sixth floor into showroom.

By SCL: Executive Design and Works Management of the

structural works (r.c., steel and masonry).

Most notable activities involve the creation of the

new, indoor, circular staircase between first and

second floor and the considerable openings in the

existing masonry floors from 2 to 6.

All the structural and building renovations were

completed in just four months.

VALENTINO: Boutique Show Room

Rue Saint Honoré, Paris

[email protected] | +39 02 67073049 |


| +39 02 67073049 | www.scl-ingegneria.it - 22 -



VALENTINO: Flagship store – Piazza di Spagna, Roma



Project surface: Final overall area: 1583 sq. m (net)

Year: 2015


Aim of the project: New Valentino flagship store on ground, first and

second floor of a historic masonry building in

Rome's old city centre.

By SCL: Executive Design and Works Management of all

structural works (steel and reinforced concrete) by

law 1086. Work completed in four months.

Most notable structural works include:

- 3 monumental stone staircases.

- a major double-height atrium upon demolition

of floors portions and addition of two steel

frames (including a double-height one) in order to

grant full support to upper floors.

- Additional support to existing crawl spaces and

opening of many compartments into bearing wall

alignments.



VALENTINO: Flagship Store – Piazza di Spagna, Roma



VALENTINO: Offices – Piazza Mignanelli , Roma



Year: 2015

Area of competence: Civile-Commercial

Aim of the project: Partial renovation due to the new destination of

some of the rooms at 2nd and 3rd floor of the

sixteenth century Mignanelli building in the

historical center of Roma.

Attività SCL: Executive Design and Works Management of all

structural works (r.c., steel and masonry). The very

delicate structural works, in order to strengthen

the existent slab preserving the fine frescoes and

antique decorations, has been realized from the

top transforming the original wooden or steel

sections in new mixed wood/steel section or in

composed steel sections. To complete the

strengthening work in all the rooms a new 5/6 cm

structural hood in lightened concrete well

anchored to the boundary walls has been placed.



VALENTINO: Flagship Store – 5th Avenue, New York



Project surface: Final overall area: apx 1200 sm. m (net)

Year: 2014


Aim of the project: Renovation of the New York City Valentino

flagship store featuring the realisation of a new

monumental staircase at the entrance and a huge

clock (1.2 m diameter) built on the facade.

By SCL: Executive design and direction of works for the

monumental staircase, which features a double

cantilever walkway on 6.0 m and 3.5 m spans.

The most notable engineering techniques adopted

in this project were meant to find worthy

solutions for:

- Mobility of single steel elements pre-

assembled in Italy.

Structural criticalities of the project due to the

reduced thickness of available supports for load-

bearing elements. . Outside the huge clock's steel

structure and its junction to the facade were

inspected through a stress analysis



-

VALENTINO: Flagship Store – 5th Avenue, New York



VALENTINO: Boutique - Via de Tornabuoni, Firenze

Client: Valentino S.p.a.

Architectural Design: Studio David Chipperfield Architects

Project surface: Almost 350 m2 overall.

Year: Work in progress (2016)


Aim of the project: New shop at ground and first floor of an historical

building dated 1733 located next to the Church of

Santa Trinità.

Most notable structural works include:

- strengthening of all the wooden floor

-strengthening of the main vertical structures

-substitution of the existing strengthening

structure with a new metal portal

-realization of a new steel staircase in order to

substitute the existing one (part of a renewal work

of the 70’s)

-a new elevator steel shaft in order to connect the

ground and first floor

By SCL: Executive Design and works management of all

the structural works. Analysis and check of the

impact of the intervention on the adjacent

Church of Santa Trinità. Assistance and support to

the client all the way trough (from the bid to the

achievement of all the permits).



VALENTINO: Boutique – Via Montenapoleone, Milano



Project surface: Final overall area: apx. 900 m2 (net) Year- area of competence: 2011 Civil-Commercial

Aim of the project: Expansion and renovation of the men and women

apparel store located, from ground to second

floor, in an historic masonry building in the city

center of Milan.


the structural works (r.c., steel and masonry).

Remarkable parts of the project include:

- reinforcement on existing wood and concret-

masonry slab due to a change of use.

- Realisation of a new main steel staircase from

ground to 1st floor and development of

construction details.

- realisation of a new service steel staircase from

basement up to the first floor.

- realisation of steel portals following the

demolition of some bearing walls in order to

create new openings.

The previous renovation, by Antonio Citterio and

Partners, dated 2001-2002.



VALENTINO: Boutique – Via Montenapoleone, Milano



CELINE: Boutique Céline – Avenue Montaigne, Paris

Client: Céline S.p.A.


Project surface: Final overall area: 520 sq. m (net)

Year: 2014


Aim of the project: Renovation of the store, from the location of the

storage room at floor -1 up to the 1st floor.

Implementation of vertical connection by a new

elevator and 2 new staircases, one of which -

between ground and first floor- made of

reinforced concrete and performing an helical

shape.


the structural works (r.c., steel and masonry).

Most notable activities involved the creation of

the new, indoor, helical shaped staircase and the

considerable modifications of the structures

elements related to a previous intervention on the

original bearing structures.

All the structural and building renovations were

completed in just four months.



CELINE: Boutique Céline – Avenue Montagne, Paris



DOLCE & GABBANA: Boutique – Corso Venezia 7, Milano

Client: Dolce & Gabbana S.p.A

Architectural Design: BAM Design

Project surface: Final overall area: apx. 900 m2 (net) Year: 2009


Aim of the project: Renovation of the three levels D&G boutique in the historical center of Milano.


the structural works. Remarkable parts of the project include: - a new elevator shaft made of reinforced concrete - a new steel staircase, including the development of

the crystal railings' structural details. - reinforcements of the 1st floor slab due to the

change of use from residential to shopping area. - remaking of a portion of the 1st floor slab at the

landing of elevator and staircase. - metal portals employed for the demolition of two

portions of the bearing walls at the 1st floor, around the building atrium.



DOLCE & GABBANA: Boutique – Corso Venezia, Milano



DOLCE & GABBANA: Boutique – Via della Spiga, Milano

Client: Dolce & Gabbana S.p.A.


Project surface: 850 Sq. m

Year: 2003


Aim of the project: Renovation of the D&G boutique.

By SCL: Executive Design and Works Management of all the

structural works.

Remarkable parts of the project include:

• two steel structure staircases connecting the basement and the ground floor;

• the strengthening of the ground floor slab due to the change of use of the rooms;

• the support structures to four escalators and the reinforcement interventions to the r.c. bearing structure of the building.



GORANI COMPLEX, Milano

Client: Finaval S.p.A.

Urban planning, Architectural

Design and Artistic Direction: Cecchi & Lima

Architetti Associati

Plant Design : Technion s.r.l.

Structural Design and

Work Management : SD Partners

Project surface: 3.540 Sq. m

Year: 2013-2016

Area of competence: Civil – Residential and Tertiary

Aim of the project: Realization, around the medieval Gorani Tower, of a generous public and green area.

Construction of two multilevel buildings. Restoration and stabilization of the ancient Tower.

By SCL : In progress and final structural testing of all the work, including further changes and

integrations, by the law 1086/1971.



COventidue S.r.l.: Residential Building, Corso XXII Marzo, Milano

Client: COventidue S.r.l.

Architectural Design: FreyrieFlores Architettura

Installation Design: Betaprogetti

Project surface: Final overall area: apx. m2 6000

Year: Work in progress (2016)

Area of competence: Civil-Residential

Aim of the project: Requalification, seismic and static improving of an existing building of 5 floor and an attic. New construction of terraces

and bioclimatic greenhouses in the existing courtyards. To be pointed out: - the existing and uncompleted strengthening

structural intervention due to a previous project started with the old owner. - the inability to proceed with strengthening structural

intervention on underground and ground level as not

included in the client’s property

- the new self-supporting structure for the landing balcony

in the courtyards

- the new structure for the reconstruction of the roof

By SCL: Survay of the existing structure and evaluation of the

impact of the new project on the building. Executive Design

and works management of all the structural works



COVentidue S.r.l. , Milano



APORTI BUILDING: via Ferrante Aporti, Milano

Client: Business Port

Architectural Design: Antonio Citterio & Partners

Project surface: Final overall area: 43.390 m2

Year: 2007


Aim of the project: Building requalification of the Ferrante Aporti complex. The renovation included the realization of new volumes created inside the original building as well as the recovery of the attics in the overhead parts of the construction, for a total of approximately 7.750 m2.

By SCL: Executive Design and Works Management of

structural works. Remarkable parts include: - General reinforcement of foundations and

elevated r.c. structures; study of new static schemes and systematic integration of existing RC structures with the new materials.

- Strengthening of existing elements. - Organization of the complex sequences of

demolition, reinforcement and new construction. - Emptying of one of the existing buildings while

preserving the facades and creating new slabs. - Building of a new car ramp from second

underground level to ground floor. - Remaking of 6 elevator shafts and stairs. - Rebuilding of the roofing of the overhead parts of

two buildings. - Development of 15x8 m sized lightwell in existing slab

- Realization of 18 m single span steel beams.



Aporti Building: via Ferrante Aporti, Milano



DEUTSCHE BANK: headquarters, Napoli

Client: Deutsche Bank

Architectural Design: SCL-Ingegneria Strutturale

Structure Design: M.S.C.

Plant Design: Eng. Fabio Fumagalli and Eng. Corrado Nava

Project surface: Final overall area: 3.500 m2

Year: 2010-2015


Aim of the project: Complete requalification of the building, new distribution of internal spaces, seismic improving and total renewal of all installation.

By SCL: Feasibility. Architectural design, executive design

(architectural, installation and fire protection) and

general works management. Final installation

testing.



Deutsche Bank, headquarters: Napoli



BUILDING via Durini, Milano

Client: Durini 1 S.r.l. Architectural Design: Antonio Citterio & Partners

Project surface: Net final overall surface: sq. m 2450

Year: 2006


Aim of the project: Renovation of the seven floors building and construction of two new underground levels underneath the existing floors.

By SCL: Executive Design and Works Management of all the

structural works. Remarkable works include reinforcement of existing floors in brick and concrete structure with insertion of steel beams to ensure live loads of 3 to 4 kN/sq.m - full height reinforcement of the most stressed r. c.

pillars - demolition of portions of slabs for new staircases and

new lift shafts and hoists - the construction, at basement level, of a new

reinforced concrete floor in order to sustain two central pillars of the building

- the realization, for two underground levels and for the 60% of the building area, of the r.c. "envelope" for the underground parking

- careful and detailed study of the construction/excavation sequence, due to the need to support two central pillars of the building at the level -1, in order to proceed with the construction of the car park at the levels -2 and -3.



UNDERGROUND PARKING: Via Turati, Milano

Client: Turati Immobiliare

Project surface: apx total 1300 m2

Year: 2010

Area of competence: Civil

Aim of the project: Bring to an end the construction of an automated

underground parking of 6 floor with a non regular

plan shape (approximately 16 x 13,5 m) and the

lowest level at - a 22,25 m.

By SCL: Legal expertise.

Executive Design and Works Management of all the structural works needed to complete the work.

The legal expertise gave the opportunity to

identify the week aspects of previous project and

realization mainly related to the fragile solutions

adopted in order to face the flood due to the

ground water table rise. Considering the above

the intervention of SCL focused on the dewatering

of the site in order to proceed with the structure

construction, the reinforcing of the parts already

built and the waterproofing system.



LEONE BUILDING, Corso Vittorio Emanuele II 159, L’Aquila

Client: Apartment building Leone

Project surface: apx total 1500 sq. m (apx. 300 for each floor).

Year: 2009


Aim of the project: Renovation and seismic improving of a five floor,

including basement, building in the center of

L’Aquila. Mixed structure: concrete and briks.

Direction of work, construction and safety

Managing.

By SCL: Technical expertise and analysis in order to verify

the structure and the damage after the

earthquake of April 6th

2009. Result: the building

has being declared not habitable (seismic E level).

Strengthening project finalized to the

rehabilitation of the building as residential

location. Renovation of all the apartments.

[email protected] | +39 02 67073049 |



Leone Building, L’Aquila



SANT’AMICO BUILDING: Via Sant’Amico 5, L’Aquila

Client: Apartment building Sant’Amico


Year: 2010


Aim of the project: Renovation and seismic improving of a concrete six

floor building including basement.

By SCL: Structural design project with the aim to improve

the structure of the building seriously damaged by

the earthquake of April 6th

2009.

Among the main structural works:

• realizations of r.c. partitions along the entire

height of the building;

• strengthening of the existing structure with of

orizontal bracing;

• strengthening of the existing foundations.



HOSPITAL OF VIMERCATE, Milano

Client: Vimercate Salute

Infrastrutture Lombarde SpA

Project Surface: About 115.000 sq. m

Year: 2006

Area of competence: Civil-Public

Aim of the project: The project featured a new hospital characterized

by different building units dedicated to various

function: reception and welcome area, central

area, forepart, recovering area, technological

department and parking.

By SCL: Direction and approval of the structural work

(concrete and steel construction) according to the

requirements of the Italian statutory regulations

law 1086.

Cooperation with the general direction of the work

both architectural and plant engineering.



MILANO AIRPORT–––– Terminal 2 Malpensa

Cliente: SEA

Year: 2011 Analysis of seismic vulnerability

2013 Structural strengthening and seismic

improving


By SCL Technical tests in order to verify the seismic

safety level. Executive project of the static

strengthening and the seismic improvement of

the buildings and the infrastructures of the

aerostation Terminal 2 Milano Malpensa.

Terminal 2 has a complex and articulated

organizations composed by 6 buildings of 2 or 3

floors and an underground level. The

heterogeneous substructures dating from

different periods and the need to reinforce the

structure over ground by keeping their flexibility

represented a great task during both the project

phase and the realization.



Milano Airport: Terminal 2 Malpensa



HEADQUARTER PIEMONTE REGION, Torino

Client: ECSD – Prof. Eng. Franco Mola

Architectural Design : Studio Fuksas

Project Surface: 32.000 sq. m

Amount of works: € 79.000.000 (structures)

Year: 2001-2017 (2011 -2015 SCL Technical consultancy)

Area of competence: Civil-Tertiary

Aim of the project: Construction of a 44 floors (two of which underground) tower

of 205 meters in height for the offices and services of the

Piemonte Region. The building consists of three main elements

clearly distinguished by functions: the tower, where all the

offices are located; the underground courtyard on two levels

that accommodates all the office services; the Service Centre,

that hosts the congress centre, the library, the audiovisual

library, with the nursery at the base. The volume of the tower,

with the 45x45 square meter base, is enclosed in an imposing

double-skin glass facade, whose top ends with a roof garden.

The entrance lobby of the tower is characterised by a large

floor-to-ceeling void where there are some transversal

“blades” with different inclinations that refract light, creating a

Kaleidoscopic light effect.

By SCL: Technical consultancy e continuous advisory related to the

project of the steel structures supporting the glass curtain wall

with special attention to the air and water resistance

performances. Development of a special and studied on

purpose software to test the structure.

HEADQUARTER PIEMONTE REGION, Torino

Temperatura sulla sezione tubolare

[email protected] | +39 02 67073049 |

Deformate della struttura in acciaio

del sistema di facciata



Modello energetico



COMPETITION FOR THE UNIPOL TOWER VARESINE,

Milano

Client: Studio Citterio & Partners

Architectural Design: Studio Citterio & Partners

Amount of work: € 25.000.000 (structure) e € 50.800.000 (total)

Year: 2015

Area of competence: Civil-Tertiary

Aim of the project: Project for an office Tower building of 88 m over

ground conceived in high performances reinforced

concrete.

By SCL: Feasibility study and preliminary calculation of the

supporting structure of the tower.

To be mentioned:

-the pre-dimension of the stairs and elevators unit with the aim to reduce the eccentricity due to the irregular shape both in plan

and elevation;

-the detailed study of the underground system in order to solve the existing interference with the railway gallery passing

underneath the future tower location.



COMPETITION FOR A RESIDENTIAL BUILDING, Milano

Client: Studio Citterio & Partners

Architectural Design: Studio Citterio & Partners

Project surface: 2.000 sq. m/each floor. Total 32.000 sq. m

Amount of work: € 11.000.000 (structure)

Year: 2015


Aim of the project: Project for a residential building of 14 floors over

ground and 2 in the basement for a total high of

55 m.

By SCL: Feasibility study and preliminary calculation of the

supporting structure of the building.

To be mentioned:

- the pre-dimensioning study of the pillars;

- the detailed analysis for the positioning of the

expansion joints;

- the study of the possible structural solutions of the

attic flooring in order to reduce the weight impacting

on the foundations;

- evaluation of the possible ground strengthening

techniques in order to support the remarkable solicitation of the vertical load.



PORTA VOLTA Feltrinelli Foundation, Milano

Client: Finaval s.p.a.

Architectural Design: Herzog & de Meuron Basel Ldt

Structural Design: SD Partners

Plant Design: Polistudio A.E.S.


Year: 2013-2016

Area of competence: Civil –Service

Aim of the project: As part of the redefinition of the area the

intervention consists in the construction of two

multilevel office building (with 2 underground

floor) and a generous green area. The position

of the buildings, characterized by the visible r.c.

structure of the façade, emphasize the historical

Porta Volta gate houses.

By SCL: In progress and final structural testing by the law

1068/1971 e s. m. i.



Porta Volta Feltrinelli Foundation: Milano



POLIRONE MONASTIC BUILDING COMPLEX

San Benedetto Po (MN)

Client: Municipality of San Benedetto Po

Structural Design: Dott. Eng. Stefano De Vito

Work Management: Dott. Eng. Nicola Berlucchi

Amount structural work: € 1.140.000

Year: 2015 - 2016

Aim of the project: Local interventions and general seismic

improving in order to restore the damages after

the earthquake of May 2012.

By SCL: Final structural testing by the law 1068/1971.

The main area of testing where localized in San

Simeone cloister and in the access area of

Secolari cloister.



Polirone Monastic building complex. San Benedetto Po (MN)



VILLA REALE, Monza

Client: Infrastrutture Lombarde

Structural Design and

Work Management: Dott. Arch Laura F.

Lazzari

Structural Design: Dott. Eng. Giorgio Croci

Amount structural work: € 21.409.682

Year: 2014


Aim of the project: Giving back to Villa Reale the role of “cultural pole and luxury location” was the main goal of the intervention. was – an - The

general riqualification of this historical building under the superintendency of cultural heritage focused on the central area, on

part of the two side wings and on the court yard. The main structural elements have been reinforced, an upgrading of the general

installations has been done as well as a very fine restorations of the finishing and art masterpieces.

By SCL: Technical and administrative final inspections, approval of the structural work according to the requirements of the Italian

statutory regulations by the law 1086



NEW HOSPITAL BUILDING OF NIGUARDA, Milano

Client: Azienda Ospedaliera Nuovo Ospedale di Niguarda

Year: 2007-2013

Area of competence: Civil-Public works

Aim of the project: Renovation and complete redesign of the Hospital

building of “Niguarda Ca’ Granda”. New

constructions and renovation of the existing

pavilions bounded to the Superintendence of

Cultural Heritage. Construction of the

interconnection network of underground

passages.

By SCL: Technical and administrative final inspections,

approval of the structural work according to the

requirements of the Italian statutory regulations

law 1086.



HOSPITAL OF NIGUARDA - Pavilion “Origgi”- Milano

Client: Arpa/Infrastrutture Lombarde

Year: 2012

Area of competence: Civil-Pubblic

Aim of the project: Preliminary Renovation Project with the aim to

convert the recovery area of the Pavilion Origgi -

located in a highly seismic zone (PGA= 0,105g)- in

laboratory and offices.

By SCL: Preliminary renovation project, analysis of the

safety level of the existing structure and detailed

program of all the featured works.



HOSPITAL COMPLEX CA’ GRANDA – Milano

Client: Azienda Ospedaliera

Year: 2013


Aim of the project: After the renovation and complete redesign of

part the Hospital of “Niguarda Ca’ Granda”,

originally from the thirties, a detailed analysis of

the structures and the buildings not renewed has

been carried out thanks to the documentation

preserved in the hospital’s archives. The goal of

the research has been a classification of the

existing showing, for each building, size, shape,

status, construction technology, possible

deficiency and eventual and documented further

local intervention not related to the original date

of construction.

By SCL SCL has been in charge of the approval of the

structural work related to the renewal project of

the hospital and, in this second phase of the work,

was responsible of the general overall technical

checking for the static and seismic safety of all the

buildings part of the hospital complex classified as

STRATEGIC.



HOSPITAL BUILDING OF CITTIGLIO AND LUINO (VA)

Client: Infrastrutture Lombarde SpA

Project surface: Sq. m 115.000

Amount of work. € 7.080.660 / € 1.190.000 (structure)

Year: 2006


Aim of the project: Renovation and complete redesign of the Hospital

buildings of Cittiglio and Luino.

By SCL: Executive and structural work according to the

requirements of the Italian statutory regulations law

1086/1971.



HEALTHCARE BUILDING, Brescia

Client: ARPA/Infrastrutture Lombarde

Amount of work: € 12.880.000 / € 2.630.000.

Year: 2012


Aim of the project: Preliminary renewal project of the building –

situated in a very high seismic zone (PGA= 0,33g) –

with the aim to locate new laboratory and offices.

By SCL: Preliminary renovation project, analysis of the

safety level of the existing structure and detailed

program of all the featured works.



CASCINA MERLATA, MILANO

Client: Euromilano S.p.A

General Design Plan: ERREVIA s.r.l.

Work Management: Eng. Lorenzo Badalacco

Amount of work: € 21.957.105,07

Year: In progress since 2014

Area of competence: Civil – Infrastructure

Aim of the project: Integrated contract, according to the D.Lgs. 163/2006, art. 53

and subparagraph 2b, for the “Executive design, construction

and subsequent demolition of the remote parking for touring

bus and other vehicles within the EXPO temporary parking part

of the P.I.I. (Integrated plan of action) named Cascina

Merlata”.

By SCL: Technical and administrative testing (phase 1:

construction and phase 2: demolition) by the three

members of the Commission specially named for the

technical and administrative test of the works.



“In the ancient times of Arts Builders refinished with great care even the

slightest, invisible part because the Goods see everywhere”

A.E. Van Voght

via g. carissimi 12, 20124 milano [email protected] | … · en15512 for the seismic design...

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