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WG2 Eco efficiency

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Title: WG2 Eco efficiency


1
WG2- Eco efficiency
  • The eco-efficiency concept in environmental
    assessment of buildings
  • Milan Veljkovic
  • Structural Engineering- Steel Structure
  • Civil and Environmental Engineering

2
Environmental issues in buildings
  • o Use of raw materials
  • o Embodied energy
  • o Recycled content
  • o Recyclability
  • o Indoor environment
  • o Energy use in service
  • Example Steel modulus Construction, by Joakim
    Widman, SBI, joakim.widman_at_sbi.se (The Swedish
    Institute of Steel Construction, www.sbi.se
    )
  • -possible contribution to WP5
  • Eco efficiency criteria as an added value for a
    building (examples of
  • on-going projects)
  • New material, EMC- energy modified cement

3
Use of raw materials
  • o The building products used in the construction
  • o The materials used to produce the building
    products
  • Parameters
  • Raw materials from limited natural resources
  • Raw materials from unlimited or renewable
    natural resources
  • Raw materials from reused or recycled resources
  • Toxic or restricted materials, and materials
    generating toxic waste
  • Complex qualitative methodology and assessment
    methods
  • Qualitative classification
  • 1. Building products from reused or recycled
    products (1)
  • 2. Building products from unlimited or
    renewable natural resources (2)
  • 3. Building products from limited natural
    resources (3)

4
Embodied energy
  • Includes the amount of energy used for
  • Production of construction material
  • Transport of construction material
  • Construction material used in
  • the main framework and other structural load
    bearing elements,
  • interior walls and facades
  • Credit due to recycling performed (difference of
    energy used from virgin material and from
    recycled material)

5
Recycled content
  • Composed of
  • amount of the input of recycled substance
  • quality of the input of recycled substance
  • in the building component.
  • Recycled contents depend on production method.
  • Quality (and the price) of the product depends
    on amount of recycled material.

6
Recyclability
  • Products possibility of being recycled as
  • material
  • energy
  • product (reused).
  • Down-cycling (deterioration in quality of
    recycled material).
  • Measure
  • reusability, including a product refinement
  • material recyclability
  • energy recyclability
  • waste

7
Indoor environment
  • Quantitative description,
  • Weighting factors, depends on project specific
    goals
  • Moisture
  • Air quality
  • Magnetic field
  • Human health

8
Energy use in service
  • Primary parameters
  • Heating
  • Cooling
  • Ventilation
  • Electricity for the equipment installed
  • Zero energy buildings.
  • Air leakage, thermal bridging for verification
    of discrepancy from planned thermal insulation.

9
Comparison
10
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11
Open House Bostadsmoduler i stor skala. Annestad
12
On going project-contribution to WP5-
13
Life Cycle Costing As a Tool for Promoting
Timber Frame Housing
  • The use of Life Cycle Cost calculations might
    become an important tool for promotion of timber
    frame construction systems. Capturing stakeholder
    values is essential. Demands of clients and/or
    real-estate trustees must be identified and
    codified
  • The aim of this project is to analyze and
    measure the impact of selecting timber as a frame
    material on the life-cycle cost of the
    multi-family building.

CONTACT Erika Levander, Ph.D. Student erika.leva
nder_at_ltu.se
WORKING GROUP Prof. Lars Stehn
Ph.D. Ylva Sardén
14
Service life for wood-based components in volume
element houses
  • Service life
  • Operation and maintenance -

Design
Construction
Phase out
Sales
Time
Design decisions
Consequences
Basis of robust decision-making
Product safety and durability
Feedback
  • During design, decisions are taken concerning
    choice of material, components and installations
    that affect the durability as well as operating
    and maintenance costs during the service life of
    a building structure.
  • This project aims to establish if a prediction
    of critical cost and durability decision-making
    points can be used in the decision-making process
    when designing wood-based building products.

CONTACT John Meiling, Ph.D. Student john.meiling
_at_ltu.se
WORKING GROUP Prof. Lars Stehn
Ph.D. Helena Johnsson
15
Life Cycle Cost for buildings from the
construction clients perspective
  • Buildings represent today large and long lasting
    investment. But most commonly the production
    costs for a building are set to an minimum, which
    does not improve the life time performance.
  • The project aims is to explore and indicate the
    different main parameters, which are needed to
    optimize a forecast over the life cycle cost for
    a building in the early design process.

CONTACT Jutta Schade, Ph.D. Student jutta.schade
_at_ltu.se
WORKING GROUP InPro Project
Prof. Thomas Olofsson Post. doc. Nina Ryde
16
A new material-contribution to WP5(WP7)-
  • Vladimir Ronin, Jan-Erik Jonasson, Lennart
    Elfgren,
  • Luleå University of Technology
  • www.emccement.com
  • http//www.ltu.se/shb/d3974/1.16852

17
Eco-Efficient Concrete
  • Lower content of Portland Cement with maintained
    or improve characteristics (strength, durability)
    for the concrete
  • Reduction of production energy (up to about
    40 )
  • Reduction of greenhouse gases (up to about
    50 )
  • 1 ton of Portland cement ? 0.8 tons of CO2

18
  • Main characteristics of EMC for UHPC
  • ultra high rate of strength development in wide
    range of curing temperature
  • high strength of the cement paste and concrete,
    which exceed 200 MPa
  • lower porosity and more finer pore size
    distributions
  • the liberated heat is rapid, but it is lower per
    strength unit compared with the use of
    non-modified cement
  • extremely high durability in very severe testing
    conditions

19
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20
Case studyBridge with Integral Abutment
21
Case studyBridge with Integral Abutment
22
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23
Truck at mid-span pile top displacement
-9,1mm pile top
rotation -0,48 normal
force 327kN
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