Skanska Norway – Statoil Fornebu

Slides:



Advertisements
Similar presentations
Buildings and Structures 1
Advertisements

Lightweight Forming System and Roofs for Concrete Floors.
Glenn Murcutt Anna James Construction & Structures 2 SRT251.
Structural System Overview
Gravity Force Resisting Systems
D. Thomas Ruttura President Ruttura and Sons Construction Co. Inc.
1 Sikandar Iqbal Graduate Trainee Engineer Civil Engineering Township Comparison & Analysis of Township Buildings.
CONSTRUCTION & STRUCTURES 2 MAJOR PROJECT WAREHOUSE & OFFICE COMPLEX SCENARIO Isabella Czerniakowski.
By.
Shear - Tensile - Compression Stresses Slip Ted 126 Spring 2007.
ARCHITECTURAL DESIGN STUDIO I ARCH 201
The University Sciences Building Northeast, USA Final Presentation Chris Dunlay Structural Option Dr. Boothby.
Architectural Drawing Structural Calculations. Beams and Girders Beams or girders support floor joists over long spans. Beams or girders May be wood or.
Types of Drawings University of Palestine Eng. Nagham Ali Hasan
Construction Technology 3 D39 TA Dr Mohamed Abdel-Wahab Edwin Chadwick Building, Room Lecture.
Universidad Simón Bolivar English for architecture and urban planning II Teacher Leticia Estevez Arianna Chacón Oriana Sanchez Caracas, May 2014.
MODEL HOME 2020_PAA/December2010 SERVICECENTER. MODEL HOME 2020_PAA/December2010 MODEL HOME 2020 VELUX has launched the project Model Home It is.
SRT 251 Construction and Structures Major Project Warehouse and Office Complex.
NEW HARMONY APARTMENTS DAVIS, CA. NEW HARMONY APARTMENTS OWNER: MUTUAL HOUSING CALIFORNIA TEAM: KUCHMAN ARCHITECTS PC - ARCHITECT BARRISH PELHAM & ASSOCIATES,
Technical Control Bureau for Construction SECONED Technical Inspection Service AON Nazomermiddag 08 sept Delft.
2001 Final Presentation. The Atlantic Team JARED Georgia Tech Construction Manager PETER Georgia Tech Construction Manager HANS Georgia Tech Owner KIM.
PROJECT COMPLETION TIMELINE
ARC 807: Professional Practice and Procedure Department of Architecture, Federal University of Technology, Akure, Nigeria ARC 807: Professional Practice.
BEAMS AND COLUMNS.
Reading Structural Drawings
BEAMS AND COLUMNS PRESENTED BY K.ROSHIN RUKSHANA.
2.01 Housing Options. Location 1. Region – specific part of the world, county, or state in which one lives; may be for reasons such as climate, scenery,
WORKSHEET 4 BEAMS.
The objectives of Phase G are to Ensure conformance with the Target Architecture by implementation projects Perform appropriate Architecture Governance.
January 31, …a delivery method in which the construction team is known as the design-builder…and is responsible for taking a concept developed by.
Partnering. The West’s response to Japan’s greater efficiency in major manufacturing industries Japan’s approach is based on cooperative, long term relationships.
Sizing Joists and Rafters Using Span Tables
The four basic types of structures are :
Established in 1955 in Dunaújváros Produce m3 of concrete per year.
FLAT SLAB Flat slab are also known as beamless slab, is a type of slab in which the flooring slab is directly supported on columns without the agency of.
Management Approaches. Construction Management Customer appoints Design team and Management team.
Federation Square Melbourne, Australia Greg Emms and Justin Moyes Lab Architecture (London) Bates Smart Architects (Melbourne)
WEST DES MOINES LIBRARY ADDITION Team North Final Presentation Team North The Ace Mentor Program career direction for students in architecture,
FACTORS EFFECTING COST OF BUILDING ELEMENTS
LOW BUDGET BUT WITH QUALITY A SIMPLE RUCKSACK APPROACH Sónia Hetzner – Innovation in Learning Institut Friedrich-Alexander University Erlangen-Nuremberg,
IS&T Project Reviews September 9, Project Review Overview Facilitative approach that actively engages a number of key project staff and senior IS&T.
A presentation made for MESC 2016 April 2016, Dubai, U.A.E.
PERSONAL & PROFESSIONAL PROJECT Prepared by : Miss Nadia-ZAID Supervised by : Mr. Smain-JAMAL.
a new envelope in a prefabricated timber construction
Framing Vocabulary Stud: upright beams in the framework of a building
Thomas Karle Kurt Teichenthaler
Pearl Condominiums Philadelphia, PA
Introduction Used for covering spaces in the form of roof or floor
Design of Reinforced Concrete Foundations
Longreach Water Mains Replacement
NFPA 600, INDUSTRIAL FIRE BRIGADE Module : 11 BUILDING CONSTRUCTION.
Efficiently controllable Motorised Roofs
Housing Options Housing I: Objective 2.01.
Organisation Model Assistant Director: IT & Digital
Project Management in the Digital Era
Project Management in Construction And Its challenges in Armenia
AD16WM Workspace Management Lecturer: Daniel Wong MBA, MSc, BBus
IS&T Project Reviews September 9, 2004.
C.M. Scullion Associates Ltd
Arch205 building construction Introduction
CENTROIDS AND CENTRES OF GRAVITY
Value of contract: Length of contract: Contract start date:
Risk Management Practice (Case study: Sydney Opera House)
STRUCTURAL FABRICATION SHOP DRAWINGS SERVICES SILICON ENGINEERING CONSULTAT LTD.
Building Construction
Reducing construction phase greenhouse gas emissions of detached houses through material supply chain management Jani Laine.
Arch205 Materials and building construction I
ARCHITECT I PLACE+PROGRAM I SPACE+ORDER I CONSTRUCTION+EXPRESSION
Literature Case study Literature case study consists of reading everything you can find on the subject. You can refer books in a library, use Google to.
CENTRO DIREZIONALE VIA DELL’ARTE Coiver Contract Centro srl
Presentation transcript:

Skanska Norway – Statoil Fornebu Global Expert Group webinar Skanska Norway – Statoil Fornebu Advanced indoor climate Spectacular architecture Short construction time

Skanska Norway - Statoil Fornebu Facts – short construction time 67.000m2 in 20 months turnover 8 MEUR p/m. Challenges – short construction time Challenge due to short construction time amount of advanced technology test period should have been 3 months

Skanska Norway - Statoil Fornebu Learning points – short construction time Intensive construction time scale requires good mobilization both quality and time Important to respect testing phase building this hi-tech requires extensive testing

Skanska Norway - Statoil Fornebu Facts – spectacular architecture Large span maximum span for supporting structure is 55 meters up to 30 meter cantilever High Risk Structure Team involved Inspired by Mikado consists of five building shells which are column-free and three floors high Mikado

Skanska Norway - Statoil Fornebu Challenges - spectacular architecture Load-bearing steel beams were prefabricated with a camber of 120mm no more than 10mm camber upon completion. “Zero” deviation Supported by 16 columns load on each column varies from 3000 to 5800 tonnes. Construction of the glass roof in conjuction with building shells

Skanska Norway - Statoil Fornebu Learning points - spectacular architecture Through superb cooperation between contractor, architect and consultants we broke records span + construction time

Skanska Norway - Statoil Fornebu Facts – advanced indoor climate Target world’s best indoor climate Every technical application managed from one top system which can control every individual component

Skanska Norway - Statoil Fornebu Challenges – advanced indoor climate Integrated chilled beam tested at factory and after completion. Entire system every individual component Communication between involved parties firstly communication between people developing systems secondly between the systems themselves Development of the integrated chilled beam the heart/core of the building’s flexibility the combination of all climatic requirements

Skanska Norway - Statoil Fornebu Learning points – advanced indoor climate The role of the integrator crucial need to understand the complexity Mock-up room level of detail, size and scale. Everything was testet in the mock-up room

Association of Consulting Architects in Norway’s Developer Award 2012 Statoil Fornebu