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DELINEACIÓN DE ESTRUCTURAS, S.L.U.

C/ Arrollo de la Elipa, Nº 12 Local – 28017 Madrid / SPAIN

        Tlf: +34 913058265 / fax: +34 913689385

    E-Mail: cesar.garcia@delineaciondeestructuras.es

            www.delineaciondeestructuras.es
COMPANY INFORMATION


       DELINEACIÓN DE ESTRUCTURAS, (SMLLC), (D.E. for abbreviation), is a Spanish
firm, dedicated to the structural engineering design, and has a wide range of local,
national and international clients.

       D.E.´s activity, includes all phases of structural engineering, from taking part in
the design process, to the forming of construction and working projects, plans for the
manufacturing and dismantling of the materials to be used, as well as the repair and
demolition of structures.

        D.E. bases its work on excellence and quality and is a benchmark nationally for
its expertise, team-oriented environment and the continuous training of its workers, as
well as for the investment in new technologies.

        Initiating its activity in January 2007, since it was established, the firm has
participated in more than 400 projects (local or international).

        After having participated in projects in more 25 countries, now among the main
clients of D.E. are major national and international engineering and construction
companies. On the moment more than 50% of the current projects undertaken are
international.

        D.E. employs more than 15 people, employees are really important for achieving
firm´s goals. They are characterized by their high level of technical skills, expertise and
training. Each project is assigned to the ones that their training and experience matches
our client´s standards.


   -   OUR POLICY.

      D.E. since it was established is focused on providing specialized, more economic
and optimized, based on excellence technical services.

       With a client focused policy, continuous improvements and adaptability, we are
building lasting relationships with them, based on trust.

       A team-oriented environment is essential for the way we provide our services,
so we invest a lot of our time in project analysis and resources management in order to
be more effective and thus offering high quality services.
      With a strict client focused policy, we aim to keep our clients satisfied. That´s
why we invest in technology and the constant training of our staff.
-   OUR TEAM.

        In D.E. we are convinced that the success and quality of our work, lies in team
working. For more effective way of accomplishing our mission, tasks and activities are
divided within different roles in the project team. Each member of our team has its area
of specialization and the tasks are allocated according to it, while at the same time we
stay close to clients. In the end, all the above is reflected on the result of our work.

       D.E. provides continuous training to its employees, this way we have high
technical skilled staff. Furthermore, we can undertake project in various languages
(Spanish, English, German, French, Portuguese, etc.).

       Organizational chart:
-   TECHNICAL RESOURCES.


        DELINEACIÓN DE ESTRUCTURAS has the following infrastructure for the correct
and efficient conduct of the projects undertaken:


   -   PROJECT MANAGEMENT OFFICE.

        D.E. has its headquarters in the center of Madrid (12 Arroyo de la Elipa St.). With
a floor area of 250 m² and all the essential facilities for the proper.

Office Hours from 8:00 a.m. to 08:00 p.m., from Monday to Friday. If you wish to
contact us after hours, please contact with the +34 639 214 332.


   -   HARDWARE:

- 1 server
- 7 workstations
- 5 PC
- 3 laptops
- 18 monitors


   -   PRINTERS

- HP 5550 LASERJET COLOR (A3)
- HP 5000N LASERJET (A3)
- HP 3055 LASERJET (MULTIFUNCIÓN A4)
- HP M1212nf LASERJET (MULTIFUNCIÓN A4)
- HP OFFICEJET PRO L7590 COLOR (MULTIFUNCIÓN A4)
- HP DESINJET 800 (PLOTTER A1)


   -   DESIGN / GRAPHICS SOFTWARE:

- AUTOCAD LICENSE
- TEKLA STRUCTURES LICENSE
- ALLPLAN NEMETSCHEK LICENSE

   Our staff is qualified to carry out projects with Revit, AutoCAD Civil 3D and
Microstation.
-   CLIENTS.

    We are grateful to our clients for their faith and trust in us and for having shared
great experiences with us, through which we´ve learned a lot and had helped in our
firm´s growth and evolution.

   Here are listed some of the clients with whom we have worked with:



   -   AECOM.
   -   AGUAS Y ESTRUCTURAS, S.A.
   -   AR2V INGENIERÍA Y PROYECTOS, S.L.
   -   ARENAS Y ASOCIADOS, S.L.
   -   BRIDGE SOLUTIONS AND STRUCTURAL ANALYSIS, S.L.
   -   CALLFER, S.A.
   -   CARLOS FERNÁNDEZ CASADO, S.L.
   -   CESMA INGENIEROS, S.L.
   -   EGIS EYSER, S.A.
   -   EPTISA
   -   EUROESTUDIOS, S.L.
   -   FERROVIAL AGROMAN, S.A.
   -   FHECOR INGENIEROS CONSULTORES, S.A.
   -   IBERINSA - IBÉRICA DE ESTUDIOS E INGENIERIA, S.A.
   -   INCISA - INGENIERÍA CIVIL INTERNACIONAL, S.A.
   -   INECO - INGENIERIA Y ECONOMIA DEL TRANSPORTE, S.A.
   -   LEONHARDT, ANDRÄ UND PARTNER, CONSULTING ENGINEERS VBI, GMBH
   -   M.S. ENERTECH, S.L.
   -   MARTINEZ SEGOVIA, FERNANDEZ, PALLAS Y ASOCIADOS, S.A.
   -   OVE ARUP & PARTNERS, S.A.
   -   PROINTEC.
   -   PROSER - PROYECTOS Y SERVICIOS, S.A.
   -   SANDO CONSTRUCCIONES.
   -   SCHWARTZ-HAUTMONT CONSTRUCCIONES METALICAS, S.A.
   -   SILGA, S.L.
   -   SNC LAVALIN - INTECSA-INARSA, S.A.
   -   TYPSA – TÉCNICA Y PROYECTOS, S.A.
   -   TORROJA INGENIERÍA, S.L.
BUSINESS AREAS

   -   CIVIL WORKS.

   CIVIL WORKS department can undertake various types of projects:
   -   Beam bridges,
   -   Arch bridges,
   -   Cable-stayed bridges,
   -   Suspension bridges,
   -   Moveable bridges,
   -   Waterworks,
   -   Industrial projects,
   -   Underground Works .

       Various material types:

   -   Reinforced concrete,
   -   Prestressed concrete,
   -   Metallic materials,
   -   Mixed materials,
   -   Wood.

       Different types of construction process:

   -   Dome,
   -   Voussoirs,
   -   Progessive cantilever method,
   -   Thrust or Driven-in cassion technique (prefabricated underpasses),
   -   Prefabricated Structures.

   For various types of infrastructures, Roads, Railways, Hish-speed highway,
Pedestrian ways, Waterworks, Marin and Industrial.

    In D.E., we create / make the drawings and produce all the information necessary to
carry out a project according to the client´s standards. From the conceptual and the
base design to the working project or plans for the manufacturing and dismantling of
the materials to be used, as well as drawings for the repair and demolition of structures.

    In D.E., we invest a lot of time in the research of new
technologies/methods/software. We develop projects with CAD and / or BIM according
to each project requirements and we can make 3D models using the latest technology,
for metal, concrete and prestressed concrete structures.
-   BUILDING DEPARTMENT.

   Building Department is responsible for the implementation of structure projects.

   Here, we undertake the following types of projects:

   -   Industrial buildings
   -   Infrastructure buildings
   -   Singular surface covers
   -   Sports facilities, stadiums, sports centers
   -   Single family dwellings or multi-family dwellings
   -   Singular, medium or large scale buildings
   -   Enclosed and open- air parking
   -   Support Structures (towers, stairs, walkways, etc..)

   Various Materials:

   -   Reinforced concrete
   -   Prestressed Concrete and / or Post Tensioning, Prefabricated and In Situ
   -   Metallic materials
   -   Mixed materials
   -   Wood

   Project Types:

   -    Call for bids, invitation to tender (ITT)
   -    Base design
   -    Working project
   -    Building renovation
   -    Research and development, R&D, Load tests
   -    Variety of construction projects

    In D.E., we create / make the drawings and produce all the information necessary to
carry out a project according to the client´s standards. From the conceptual and the
base design to the working project or plans for the manufacturing and dismantling of
the materials to be used, as well as drawings for the repair and demolition of structures.


    In D.E. we invest a lot of time in the research of new technologies / software. We
develop a project using CAD and / or BIM according to the project´s standards, making
3D models by using latest technology software, both for metal structures and
reinforced / prestressed concrete structures.
-   STEEL DETAILING.


   Detailed Metal department undertakes various types of metal structure projects:

   -   Industrial Buildings, Warehouses, etc
   -   Oil platforms
   -   Cement Factory
   -   Plants
   -   Civil structures
   -   Stairs and Railings
   -   Bridges
   -   Footbridges
   -   platforms
   -   Metallic closures
   -   Wooden and aluminium structures

   Various materials:

   -   Steel
   -   Aluminium
   -   Concrete
   -   Wood

    In this department, we process all project data, using BIM (Building Information
Modeling) analysis, in order to produce a single model with all the information
necessary to conduct a project. We provide/produce all information necessary to
develop a project, like the list of materials to be used, drawings for the fabrication and
the assembly of each piece of a structure, etc. Furthermore, we provide the same
information for finishing works, closures, slabs, panels, cladding tiles, cover plates,
gutters, drainage systems, or for any other parts of a structure.

    The services of this department are provided by qualified technicians using latest
technology software (TEKLASTRUCTURES). We also use CAD 3D, PDMS or SDNF in
order to verify the data and to make sure that there are no geometric conflicts, and
thus offer you a high standard, detailed structure model.
-   OUTSOURCED TECHNICAL SUPPORT SERVICES.

   D.E. provides high quality services, suiting each client. If needed, we can have our
best trained staff at your office or anywhere else needed according to the project
requirements.

    In the same way, in D.E. we organize work teams to carry out a client´s department
or for specific projects. Each work team has a project manager who coordinates it, co-
working with the people designated by the client firm, for a more effective
collaboration.

    In D.E. there are people who are exclusively dedicated to this department with high
qualifications and experience in Human Resources and Design, in order to respond to
market´s demands, we are currently conducting Technical Assistance services with 5
clients, and the results are really satisfactory.
   Outsourced Technical Support Services, give the chance to our client to be more
competitive, some of the advantages are listed below:

      Predictable Cost.
      Reduction of the firm´s fixed costs.
      Reduction of HR costs.
      Access to resources not available internally.

   These services are focused on a variety of clients:

      Construction
      Civil Engineering
      Industrial Engineering
      Architecture
      Aeronautics Engineering
      Renewable energy sources
      Power, Gas, Chemical, Pharmaceutical, Petrochemical
      Waterworks
      Infrastructure and transport

    We achieve all the above by using latest technology software like CAD / CAM / CAE
/ PDM / BIM also Autocad, Microstation, Revit, Tekla, Catia, AVEVA PDMS, etc.
ACTUALIZACION DEL PROYECTO DE CONSTRUCCION
            DE DUPLICACION DE CALZADA DE LA CARRETERA AS-17:    320                 VD-3                    X
INDICADAS
                         AVILES - PUERTO DE TARNA.                     ESTRIBO 1. DEF. GEOMETRICA (I)
                TRAMO: SAN MIGUEL DE LA BARREDA - RIAÑO.       03/07                                    3       X
ACTUALIZACION DEL PROYECTO DE CONSTRUCCION
            DE DUPLICACION DE CALZADA DE LA CARRETERA AS-17:    320              VD-3                X
INDICADAS
                         AVILES - PUERTO DE TARNA.                     ESTRIBO 1. ARMADURA (I)
                TRAMO: SAN MIGUEL DE LA BARREDA - RIAÑO.       03/07                             5       X
DATE:
                                                                             PROJECT:


                                                                   LISTE DE FERS. REV. 1:

                                                                         FONDATION 2.

                                     Nº DE      MULTI      Ø    LONGUEUR                                                      POIDS [kg]
POSITION        SITUATION            BARRES   PLICATEUR   [mm] DE LA PIÈCE                 FORME DE L'ARMATURE [mm]
                                                                                                                               TOTAL
                                                                   [m]




                                                                                     500
   1          Armature peau            4         2        12     12,00                                                         85,23
                                                                                                   11500




                                                                                     500
   2          Armature peau            4         2        12      3,85                                                         27,34
                                                                                                    3350




                                                                                     500
   3          Armature peau            4         2        12     12,00                                                         42,62
                                                                                                   11500




                                                                                     500
   4          Armature peau            4         2        12      9,00                                                         31,96
                                                                                                   8500


             Refons laterale.
   1        Armature inferiure
                                      45         1        12      2,75               100           2650
                                                                                                                               109,87


             Refons centrale.
   2                                  26         1        25      3,85                               3850                      385,72
            Armature inferiure



             Refons centrale.
   3                                  26         1        10      3,00                               3000                      48,09
            Armature inferiure



             Refons centrale.
   4                                   2         2        16      3,40                               3400                      21,47
            Armature inferiure



             Refons centrale.
   5                                   1         2        16      4,85                               4850                      15,31
            Armature inferiure



             Armature de base
                                                                                     250




   1       inferiure longitudinale
                                      55         1        20     11,65                                                        1.580,19
                                                                                                   11400


             Armature de base
                                                                                     600
                                                                                     250




   2       inferiure longitudinale
                                      127        1        20      4,60                                                        1.440,72
                                                                                                   11400
                                                                                                   4000


             Armature de base
                                                                                     600




   3       inferiure longitudinale
                                      72         1        20     12,00                                                        2.130,75
                                                                                                   11400


             Armature de base
   4                                  27         1        12      5,50                               5500
                                                                                                     4850                      131,84
           inferiure longitudinale



             Armature de base
                                                                                     200




   5       inferiure longitudinale
                                      27         1        12      9,40                                                         225,33
                                                                                                   9200


             Armature de base
                                                                                     200




   6       inferiure longitudinale
                                      14         1        12     10,60                                                         131,75
                                                                                                   10400
                                                                                                                      200




             Armature de base
                                                                               200




   7       inferiure longitudinale
                                      14         1        12      2,25                               1850
                                                                                                                               27,97


             Armature de base
                                                                                     600




   1       inferiure transversale
                                      92         1        20     12,00                                                        2.722,63
                                                                                                   11400


                                                                                                                            Page 1 de 4
DATE:
                                                                            PROJECT:


                                                                  LISTE DE FERS. REV. 1:

                                                                        FONDATION 2.

                                    Nº DE      MULTI      Ø    LONGUEUR                                                      POIDS [kg]
POSITION       SITUATION            BARRES   PLICATEUR   [mm] DE LA PIÈCE                 FORME DE L'ARMATURE [mm]
                                                                                                                              TOTAL
                                                                  [m]

             Armature de base




                                                                                    600
   2       inferiure transversale
                                     92         1        20      9,75                                                        2.212,14
                                                                                                  9150




                                                                                                                     200
             Armature de base




                                                                              200
   3       inferiure transversale
                                     55         1        12      8,55                               8150
                                                                                                                              417,49




                                                                                                                     200
             Armature de base




                                                                              200
   4       inferiure transversale
                                      7         1        12      2,90                               2500
                                                                                                    2750
                                                                                                                              18,02




                                                                                                                     200
             Armature de base




                                                                              200
   5       inferiure transversale
                                      7         1        12      3,15                               2750
                                                                                                                              19,58


             Refons centrale.
   1                                 26         1        12      3,90                               3900
                                                                                                    4850                      90,02
           Armature superieure


            Armature de base
                                                                                    250



   1           superieure            41         1        20     12,00                                                        1.213,35
                                                                                                   11750
              longitudinale

            Armature de base
                                                                                    600




   2           superieure            95         1        20      6,05                                                        1.417,42
              longitudinale                                                                        5450


            Armature de base
                                                                                    600




   3           superieure            54         1        20     12,00                                                        1.598,07
                                                                                                   11400
                                                                                                    6600
              longitudinale

            Armature de base
   4           superieure            27         1        12      3,10                               3100
                                                                                                    4850                      74,31
              longitudinale

            Armature de base
                                                                                    200
                                                                                    600




   5           superieure            27         1        12     12,00                                                         287,65
              longitudinale                                                                        11800
                                                                                                   11400


            Armature de base
                                                                                    200




   6           superieure            14         1        12     10,80                                                         134,24
              longitudinale                                                                        10600


            Armature de base
                                                                                                                     200
                                                                              200




   7           superieure            14         1        12      2,25                               1850
                                                                                                    2750
                                                                                                                              27,97
              longitudinale

            Armature de base
                                                                                    600




   1           superieure            69         1        20     12,00                                                        2.041,97
                                                                                                   11400
                                                                                                    6600
              transversale

            Armature de base
                                                                                    600




   2           superieure            69         1        20      9,75                                                        1.659,10
                                                                                                   9150
                                                                                                   6600
              transversale

            Armature de base
                                                                                                                     200
                                                                              200




   3           superieure            55         1        12      8,55                               8150
                                                                                                    2750
                                                                                                                              417,49
              transversale

            Armature de base
                                                                                                                     200
                                                                              200




   4           superieure             7         1        12      2,90                               2500
                                                                                                    2750
                                                                                                                              18,02
              transversale

            Armature de base
                                                                                                                     200
                                                                              200




   5           superieure             7         1        12      3,15                               1850
                                                                                                    2750
                                                                                                                              19,58
              transversale


                                                                                                                           Page 2 de 4
DATE:
                                                                            PROJECT:


                                                                  LISTE DE FERS. REV. 1:

                                                                        FONDATION 2.

                                    Nº DE      MULTI      Ø    LONGUEUR                                                         POIDS [kg]
POSITION        SITUATION           BARRES   PLICATEUR   [mm] DE LA PIÈCE           FORME DE L'ARMATURE [mm]
                                                                                                                                 TOTAL
                                                                  [m]

                 Armature                                                                    9450                 400
   1        superieure.Poutre 1
                                      3         1        20      9,85                                                            72,87


                 Armature
   2                                  3         1        20      6,80                                6800
                                                                                                     4850                        50,31
            superieure.Poutre 1



                  Armature                                                                   5050                 400
   3         inferiure.Poutre 1
                                      3         1        20      5,45                                                            40,32


                  Armature
   4                                  3         1        20     10,50                                10500
                                                                                                      4850                       77,68
             inferiure.Poutre 1



              Armature peau.                                                                 6850                 300
   5             Poutre 1
                                      3         2        12      7,15                                                            38,09


              Armature peau.
   6                                  3         2        12      9,10                                9100                        48,47
                 Poutre 1



             Renfors armature
   7                                  2         1        20      3,60                                3600                        17,76
            superieure.Poutre 1



                 Armature
                                                                                       400




   8       transversale. Poutre 1
                                     26         1        10      1,55                                                            24,85
                                                                                               300

                                                                                                             10
                 Armature
                                                                                       400




   9       transversale. Poutre 1
                                     26         1        10      0,43                                                             6,89
                                                                                                     5       10


                 Armature
                                                                                       400




  10       transversale. Poutre 1
                                     37         1         8      1,55                                                            22,63
                                                                                               300

                                                                                                             10
                 Armature
                                                                                       400




  11       transversale. Poutre 1
                                     37         1         8      0,43                                                             6,28
                                                                                                     5       10
                                                                                                                        300
                                                                                                                        200




               Armature
                                                                              300
                                                                              200




   1       Superieure.Poutre 2
                                      3         1        16      8,75                                 8150
                                                                                                      1850
                                                                                                      2750
                                                                                                                                 41,43
                                                                                                                        300
                                                                                                                        200




                 Armature
                                                                              300
                                                                              200




   2         Inferiure.Poutre 2
                                      3         1        20      8,75                                 8150
                                                                                                      1850
                                                                                                      2750
                                                                                                                                 64,74
                                                                                                                        300
                                                                                                                        200




           Armature peau.Poutre
                                                                              300
                                                                              200




   3                2
                                      1         2        12      8,70                                 8150
                                                                                                      1850
                                                                                                      2750
                                                                                                                                 15,45


                 Armature
                                                                                       300
                                                                                       400




   4       transversale. Poutre 2
                                     28         1         8      1,35                                                            14,92
                                                                                               300

                                                                                                             10
                 Armature
                                                                                       300
                                                                                       400




   5       transversale. Poutre 2
                                     28         1         8      0,33                                                             3,65
                                                                                                     5       10


                 Armature
                                                                                       300
                                                                                       400




   6       transversale. Poutre 2
                                      8         1        10      1,35                                                             6,66
                                                                                               300


                                                                                                                              Page 3 de 4
DATE:
                                                                            PROJECT:


                                                                  LISTE DE FERS. REV. 1:

                                                                        FONDATION 2.

                                    Nº DE      MULTI      Ø    LONGUEUR                                         POIDS [kg]
POSITION        SITUATION           BARRES   PLICATEUR   [mm] DE LA PIÈCE          FORME DE L'ARMATURE [mm]
                                                                                                                 TOTAL
                                                                  [m]

                                                                                                       10
                 Armature




                                                                                       300
                                                                                       400
   7       transversale. Poutre 2
                                      8         1        10      0,33                                             1,63
                                                                                             5         10



                                                                                                               21.379,82




                                                                                                              Page 4 de 4
EJEMPLOS DE MODELADO DE ESTRUCTURAS


                         Parcelas de una planta de extracción de minero




Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
Parcelas de una planta de extracción de minero




                         Pipe Rack de una central de ciclo combinado




Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
Ejemplo de planos de montaje:




Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
Ejemplo de planos de conjunto:




Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
Ejemplo de despieces:




Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346

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Dossier Delineación de Estructuras (Inglés)

  • 1. DELINEACIÓN DE ESTRUCTURAS, S.L.U. C/ Arrollo de la Elipa, Nº 12 Local – 28017 Madrid / SPAIN Tlf: +34 913058265 / fax: +34 913689385 E-Mail: cesar.garcia@delineaciondeestructuras.es www.delineaciondeestructuras.es
  • 2. COMPANY INFORMATION DELINEACIÓN DE ESTRUCTURAS, (SMLLC), (D.E. for abbreviation), is a Spanish firm, dedicated to the structural engineering design, and has a wide range of local, national and international clients. D.E.´s activity, includes all phases of structural engineering, from taking part in the design process, to the forming of construction and working projects, plans for the manufacturing and dismantling of the materials to be used, as well as the repair and demolition of structures. D.E. bases its work on excellence and quality and is a benchmark nationally for its expertise, team-oriented environment and the continuous training of its workers, as well as for the investment in new technologies. Initiating its activity in January 2007, since it was established, the firm has participated in more than 400 projects (local or international). After having participated in projects in more 25 countries, now among the main clients of D.E. are major national and international engineering and construction companies. On the moment more than 50% of the current projects undertaken are international. D.E. employs more than 15 people, employees are really important for achieving firm´s goals. They are characterized by their high level of technical skills, expertise and training. Each project is assigned to the ones that their training and experience matches our client´s standards. - OUR POLICY. D.E. since it was established is focused on providing specialized, more economic and optimized, based on excellence technical services. With a client focused policy, continuous improvements and adaptability, we are building lasting relationships with them, based on trust. A team-oriented environment is essential for the way we provide our services, so we invest a lot of our time in project analysis and resources management in order to be more effective and thus offering high quality services. With a strict client focused policy, we aim to keep our clients satisfied. That´s why we invest in technology and the constant training of our staff.
  • 3. - OUR TEAM. In D.E. we are convinced that the success and quality of our work, lies in team working. For more effective way of accomplishing our mission, tasks and activities are divided within different roles in the project team. Each member of our team has its area of specialization and the tasks are allocated according to it, while at the same time we stay close to clients. In the end, all the above is reflected on the result of our work. D.E. provides continuous training to its employees, this way we have high technical skilled staff. Furthermore, we can undertake project in various languages (Spanish, English, German, French, Portuguese, etc.). Organizational chart:
  • 4. - TECHNICAL RESOURCES. DELINEACIÓN DE ESTRUCTURAS has the following infrastructure for the correct and efficient conduct of the projects undertaken: - PROJECT MANAGEMENT OFFICE. D.E. has its headquarters in the center of Madrid (12 Arroyo de la Elipa St.). With a floor area of 250 m² and all the essential facilities for the proper. Office Hours from 8:00 a.m. to 08:00 p.m., from Monday to Friday. If you wish to contact us after hours, please contact with the +34 639 214 332. - HARDWARE: - 1 server - 7 workstations - 5 PC - 3 laptops - 18 monitors - PRINTERS - HP 5550 LASERJET COLOR (A3) - HP 5000N LASERJET (A3) - HP 3055 LASERJET (MULTIFUNCIÓN A4) - HP M1212nf LASERJET (MULTIFUNCIÓN A4) - HP OFFICEJET PRO L7590 COLOR (MULTIFUNCIÓN A4) - HP DESINJET 800 (PLOTTER A1) - DESIGN / GRAPHICS SOFTWARE: - AUTOCAD LICENSE - TEKLA STRUCTURES LICENSE - ALLPLAN NEMETSCHEK LICENSE Our staff is qualified to carry out projects with Revit, AutoCAD Civil 3D and Microstation.
  • 5. - CLIENTS. We are grateful to our clients for their faith and trust in us and for having shared great experiences with us, through which we´ve learned a lot and had helped in our firm´s growth and evolution. Here are listed some of the clients with whom we have worked with: - AECOM. - AGUAS Y ESTRUCTURAS, S.A. - AR2V INGENIERÍA Y PROYECTOS, S.L. - ARENAS Y ASOCIADOS, S.L. - BRIDGE SOLUTIONS AND STRUCTURAL ANALYSIS, S.L. - CALLFER, S.A. - CARLOS FERNÁNDEZ CASADO, S.L. - CESMA INGENIEROS, S.L. - EGIS EYSER, S.A. - EPTISA - EUROESTUDIOS, S.L. - FERROVIAL AGROMAN, S.A. - FHECOR INGENIEROS CONSULTORES, S.A. - IBERINSA - IBÉRICA DE ESTUDIOS E INGENIERIA, S.A. - INCISA - INGENIERÍA CIVIL INTERNACIONAL, S.A. - INECO - INGENIERIA Y ECONOMIA DEL TRANSPORTE, S.A. - LEONHARDT, ANDRÄ UND PARTNER, CONSULTING ENGINEERS VBI, GMBH - M.S. ENERTECH, S.L. - MARTINEZ SEGOVIA, FERNANDEZ, PALLAS Y ASOCIADOS, S.A. - OVE ARUP & PARTNERS, S.A. - PROINTEC. - PROSER - PROYECTOS Y SERVICIOS, S.A. - SANDO CONSTRUCCIONES. - SCHWARTZ-HAUTMONT CONSTRUCCIONES METALICAS, S.A. - SILGA, S.L. - SNC LAVALIN - INTECSA-INARSA, S.A. - TYPSA – TÉCNICA Y PROYECTOS, S.A. - TORROJA INGENIERÍA, S.L.
  • 6. BUSINESS AREAS - CIVIL WORKS. CIVIL WORKS department can undertake various types of projects: - Beam bridges, - Arch bridges, - Cable-stayed bridges, - Suspension bridges, - Moveable bridges, - Waterworks, - Industrial projects, - Underground Works . Various material types: - Reinforced concrete, - Prestressed concrete, - Metallic materials, - Mixed materials, - Wood. Different types of construction process: - Dome, - Voussoirs, - Progessive cantilever method, - Thrust or Driven-in cassion technique (prefabricated underpasses), - Prefabricated Structures. For various types of infrastructures, Roads, Railways, Hish-speed highway, Pedestrian ways, Waterworks, Marin and Industrial. In D.E., we create / make the drawings and produce all the information necessary to carry out a project according to the client´s standards. From the conceptual and the base design to the working project or plans for the manufacturing and dismantling of the materials to be used, as well as drawings for the repair and demolition of structures. In D.E., we invest a lot of time in the research of new technologies/methods/software. We develop projects with CAD and / or BIM according to each project requirements and we can make 3D models using the latest technology, for metal, concrete and prestressed concrete structures.
  • 7. - BUILDING DEPARTMENT. Building Department is responsible for the implementation of structure projects. Here, we undertake the following types of projects: - Industrial buildings - Infrastructure buildings - Singular surface covers - Sports facilities, stadiums, sports centers - Single family dwellings or multi-family dwellings - Singular, medium or large scale buildings - Enclosed and open- air parking - Support Structures (towers, stairs, walkways, etc..) Various Materials: - Reinforced concrete - Prestressed Concrete and / or Post Tensioning, Prefabricated and In Situ - Metallic materials - Mixed materials - Wood Project Types: - Call for bids, invitation to tender (ITT) - Base design - Working project - Building renovation - Research and development, R&D, Load tests - Variety of construction projects In D.E., we create / make the drawings and produce all the information necessary to carry out a project according to the client´s standards. From the conceptual and the base design to the working project or plans for the manufacturing and dismantling of the materials to be used, as well as drawings for the repair and demolition of structures. In D.E. we invest a lot of time in the research of new technologies / software. We develop a project using CAD and / or BIM according to the project´s standards, making 3D models by using latest technology software, both for metal structures and reinforced / prestressed concrete structures.
  • 8. - STEEL DETAILING. Detailed Metal department undertakes various types of metal structure projects: - Industrial Buildings, Warehouses, etc - Oil platforms - Cement Factory - Plants - Civil structures - Stairs and Railings - Bridges - Footbridges - platforms - Metallic closures - Wooden and aluminium structures Various materials: - Steel - Aluminium - Concrete - Wood In this department, we process all project data, using BIM (Building Information Modeling) analysis, in order to produce a single model with all the information necessary to conduct a project. We provide/produce all information necessary to develop a project, like the list of materials to be used, drawings for the fabrication and the assembly of each piece of a structure, etc. Furthermore, we provide the same information for finishing works, closures, slabs, panels, cladding tiles, cover plates, gutters, drainage systems, or for any other parts of a structure. The services of this department are provided by qualified technicians using latest technology software (TEKLASTRUCTURES). We also use CAD 3D, PDMS or SDNF in order to verify the data and to make sure that there are no geometric conflicts, and thus offer you a high standard, detailed structure model.
  • 9. - OUTSOURCED TECHNICAL SUPPORT SERVICES. D.E. provides high quality services, suiting each client. If needed, we can have our best trained staff at your office or anywhere else needed according to the project requirements. In the same way, in D.E. we organize work teams to carry out a client´s department or for specific projects. Each work team has a project manager who coordinates it, co- working with the people designated by the client firm, for a more effective collaboration. In D.E. there are people who are exclusively dedicated to this department with high qualifications and experience in Human Resources and Design, in order to respond to market´s demands, we are currently conducting Technical Assistance services with 5 clients, and the results are really satisfactory. Outsourced Technical Support Services, give the chance to our client to be more competitive, some of the advantages are listed below:  Predictable Cost.  Reduction of the firm´s fixed costs.  Reduction of HR costs.  Access to resources not available internally. These services are focused on a variety of clients:  Construction  Civil Engineering  Industrial Engineering  Architecture  Aeronautics Engineering  Renewable energy sources  Power, Gas, Chemical, Pharmaceutical, Petrochemical  Waterworks  Infrastructure and transport We achieve all the above by using latest technology software like CAD / CAM / CAE / PDM / BIM also Autocad, Microstation, Revit, Tekla, Catia, AVEVA PDMS, etc.
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  • 19. ACTUALIZACION DEL PROYECTO DE CONSTRUCCION DE DUPLICACION DE CALZADA DE LA CARRETERA AS-17: 320 VD-3 X INDICADAS AVILES - PUERTO DE TARNA. ESTRIBO 1. DEF. GEOMETRICA (I) TRAMO: SAN MIGUEL DE LA BARREDA - RIAÑO. 03/07 3 X
  • 20. ACTUALIZACION DEL PROYECTO DE CONSTRUCCION DE DUPLICACION DE CALZADA DE LA CARRETERA AS-17: 320 VD-3 X INDICADAS AVILES - PUERTO DE TARNA. ESTRIBO 1. ARMADURA (I) TRAMO: SAN MIGUEL DE LA BARREDA - RIAÑO. 03/07 5 X
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  • 40. DATE: PROJECT: LISTE DE FERS. REV. 1: FONDATION 2. Nº DE MULTI Ø LONGUEUR POIDS [kg] POSITION SITUATION BARRES PLICATEUR [mm] DE LA PIÈCE FORME DE L'ARMATURE [mm] TOTAL [m] 500 1 Armature peau 4 2 12 12,00 85,23 11500 500 2 Armature peau 4 2 12 3,85 27,34 3350 500 3 Armature peau 4 2 12 12,00 42,62 11500 500 4 Armature peau 4 2 12 9,00 31,96 8500 Refons laterale. 1 Armature inferiure 45 1 12 2,75 100 2650 109,87 Refons centrale. 2 26 1 25 3,85 3850 385,72 Armature inferiure Refons centrale. 3 26 1 10 3,00 3000 48,09 Armature inferiure Refons centrale. 4 2 2 16 3,40 3400 21,47 Armature inferiure Refons centrale. 5 1 2 16 4,85 4850 15,31 Armature inferiure Armature de base 250 1 inferiure longitudinale 55 1 20 11,65 1.580,19 11400 Armature de base 600 250 2 inferiure longitudinale 127 1 20 4,60 1.440,72 11400 4000 Armature de base 600 3 inferiure longitudinale 72 1 20 12,00 2.130,75 11400 Armature de base 4 27 1 12 5,50 5500 4850 131,84 inferiure longitudinale Armature de base 200 5 inferiure longitudinale 27 1 12 9,40 225,33 9200 Armature de base 200 6 inferiure longitudinale 14 1 12 10,60 131,75 10400 200 Armature de base 200 7 inferiure longitudinale 14 1 12 2,25 1850 27,97 Armature de base 600 1 inferiure transversale 92 1 20 12,00 2.722,63 11400 Page 1 de 4
  • 41. DATE: PROJECT: LISTE DE FERS. REV. 1: FONDATION 2. Nº DE MULTI Ø LONGUEUR POIDS [kg] POSITION SITUATION BARRES PLICATEUR [mm] DE LA PIÈCE FORME DE L'ARMATURE [mm] TOTAL [m] Armature de base 600 2 inferiure transversale 92 1 20 9,75 2.212,14 9150 200 Armature de base 200 3 inferiure transversale 55 1 12 8,55 8150 417,49 200 Armature de base 200 4 inferiure transversale 7 1 12 2,90 2500 2750 18,02 200 Armature de base 200 5 inferiure transversale 7 1 12 3,15 2750 19,58 Refons centrale. 1 26 1 12 3,90 3900 4850 90,02 Armature superieure Armature de base 250 1 superieure 41 1 20 12,00 1.213,35 11750 longitudinale Armature de base 600 2 superieure 95 1 20 6,05 1.417,42 longitudinale 5450 Armature de base 600 3 superieure 54 1 20 12,00 1.598,07 11400 6600 longitudinale Armature de base 4 superieure 27 1 12 3,10 3100 4850 74,31 longitudinale Armature de base 200 600 5 superieure 27 1 12 12,00 287,65 longitudinale 11800 11400 Armature de base 200 6 superieure 14 1 12 10,80 134,24 longitudinale 10600 Armature de base 200 200 7 superieure 14 1 12 2,25 1850 2750 27,97 longitudinale Armature de base 600 1 superieure 69 1 20 12,00 2.041,97 11400 6600 transversale Armature de base 600 2 superieure 69 1 20 9,75 1.659,10 9150 6600 transversale Armature de base 200 200 3 superieure 55 1 12 8,55 8150 2750 417,49 transversale Armature de base 200 200 4 superieure 7 1 12 2,90 2500 2750 18,02 transversale Armature de base 200 200 5 superieure 7 1 12 3,15 1850 2750 19,58 transversale Page 2 de 4
  • 42. DATE: PROJECT: LISTE DE FERS. REV. 1: FONDATION 2. Nº DE MULTI Ø LONGUEUR POIDS [kg] POSITION SITUATION BARRES PLICATEUR [mm] DE LA PIÈCE FORME DE L'ARMATURE [mm] TOTAL [m] Armature 9450 400 1 superieure.Poutre 1 3 1 20 9,85 72,87 Armature 2 3 1 20 6,80 6800 4850 50,31 superieure.Poutre 1 Armature 5050 400 3 inferiure.Poutre 1 3 1 20 5,45 40,32 Armature 4 3 1 20 10,50 10500 4850 77,68 inferiure.Poutre 1 Armature peau. 6850 300 5 Poutre 1 3 2 12 7,15 38,09 Armature peau. 6 3 2 12 9,10 9100 48,47 Poutre 1 Renfors armature 7 2 1 20 3,60 3600 17,76 superieure.Poutre 1 Armature 400 8 transversale. Poutre 1 26 1 10 1,55 24,85 300 10 Armature 400 9 transversale. Poutre 1 26 1 10 0,43 6,89 5 10 Armature 400 10 transversale. Poutre 1 37 1 8 1,55 22,63 300 10 Armature 400 11 transversale. Poutre 1 37 1 8 0,43 6,28 5 10 300 200 Armature 300 200 1 Superieure.Poutre 2 3 1 16 8,75 8150 1850 2750 41,43 300 200 Armature 300 200 2 Inferiure.Poutre 2 3 1 20 8,75 8150 1850 2750 64,74 300 200 Armature peau.Poutre 300 200 3 2 1 2 12 8,70 8150 1850 2750 15,45 Armature 300 400 4 transversale. Poutre 2 28 1 8 1,35 14,92 300 10 Armature 300 400 5 transversale. Poutre 2 28 1 8 0,33 3,65 5 10 Armature 300 400 6 transversale. Poutre 2 8 1 10 1,35 6,66 300 Page 3 de 4
  • 43. DATE: PROJECT: LISTE DE FERS. REV. 1: FONDATION 2. Nº DE MULTI Ø LONGUEUR POIDS [kg] POSITION SITUATION BARRES PLICATEUR [mm] DE LA PIÈCE FORME DE L'ARMATURE [mm] TOTAL [m] 10 Armature 300 400 7 transversale. Poutre 2 8 1 10 0,33 1,63 5 10 21.379,82 Page 4 de 4
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  • 51. EJEMPLOS DE MODELADO DE ESTRUCTURAS Parcelas de una planta de extracción de minero Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
  • 52. Parcelas de una planta de extracción de minero Pipe Rack de una central de ciclo combinado Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
  • 53. Ejemplo de planos de montaje: Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
  • 54. Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
  • 55. Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
  • 56. Ejemplo de planos de conjunto: Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
  • 57. Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
  • 58. Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
  • 59. Ejemplo de despieces: Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
  • 60. Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346
  • 61. Delineación de estructuras, S.L.U. Telf.: 91 305 82 65 Calle Alcañiz, 14 – 1ºB, 28042 Madrid. CIF: B-84943778. Sociedad inscrita en el Registro Mercantil de Madrid, Tomo: 23.859, Folio: 119, Sección: 8, Hoja: M-428346