Potential for cascading wood from building

ReUseLoppu Seminarat Tampere Universityof Technology Potential for cascading wood from building 6.11 .2014 Daishi Sakaguchi Background What is cas...
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ReUseLoppu Seminarat Tampere Universityof Technology

Potential for cascading wood from building 6.11 .2014

Daishi Sakaguchi

Background What is cascading? Reuse or reprocessing

Material recycle

Energy recovery Höglmeier et al, 2013, p.82

Figure 1. Cascading flow for wood products

Longer sequential process for products

Why cascading wood in Finland? EU Target 2020 A lot of wooden buildings in Finland

Why cascading wood from building? Resource for secondary products Longer carbon stroage Saving energy consumption during manufacturing Reduction of construction and demolition waste

Background C&DW and wood waste in Finland

70% of C&DW waste is wood waste

Figure 2. Amount of waste from different source (Kojo and Lija, 2011)

Objective

Cascading?

http://www.colourbox.com

https://www.quanex.com

Material Case study building

Building name:

Näsin Päiväkoti (Kindergarten)

Location:

Porvoo

Built year:

1977 (newest renovation in 1996)

Floor area:

864 m 2 Mainly with wood structure

Method

Detail of wall Cross-section 1”×4” 1”×6” 2”×2” 2”×3” 2”×4”

Figure 4. Wall detail

Method

Detail of floor and ceiling

Cross-section 2”×2” 2”×8” 4”×4”

Figure 5. Floor and ceiling detail

Method

Detail of roof

Cross-section 1”×4”

2”×4”

2”×5” Figure 6. Roof detail

Result Amount of wood in cross-section

Figure 10. Amount of wood in cross-section

Not large amountfor butreuse, high reprocessing possiblity cascading High possibility material resourcefor inrecycling chipping

Result Amount of wood in element

Figure 11. Amount of wood in element

Result Amount of wood in cross-section and element

Figure 12. Amount of wood in cross-section and element

How much ”2×8” bigger cross-section can be recovered can be witout recovered? damage? Whad kind of condition smaller cross-section will be?

Material View of demolition

Method

Assessment method 2”×8” 4”×4”

2”×2” 2”×4” 2”×3” 2”×5” 1”×4” 1”×6” 1”×4” 1”×6” With paint Figure 7. Assessment method

To gather detailed information regarding wood recovered from building

Method

Classification criteria

Classification Table 1. Classification criteria

Reuse

Reprocess Recycle

Recycle

Recovery

2”×4”

Damage extent by crack

Figure 8. Criteria for damage by crack

Method

Examined area

Figure 9. Demolished area in the case study building

Randamly pick up 10 wood pieces in each cross-section

Result Loss in length after demolition 39% 31%

52%

99%

94% 54%

92% 99%

92%

Figure 14. Loss in length after demolition

A Over lot of 90% length of the were original lost and length more in damage average expected remained

Result Percentage of damage extent in cross-section

Large cross-section

Figure 15. Percentage of damage extent in cross-section

Result Percentage of damage extent in cross-section 2”×8” All belong class D Large cross-section

Low possibility for cascading

Figure 15. Percentage of damage extent in cross-section

Result Percentage of damage extent in cross-section 4”×4” Wood belong to class A & B Large cross-section

High possibility for cascading

Figure 15. Percentage of damage extent in cross-section

Result Percentage of damage extent in cross-section

Middle cross-section

Figure 15. Percentage of damage extent in cross-section

Result Percentage of damage extent in cross-section 2”×4” Wood equally belong to class A , B & C Middle cross-section

A variety of possibility for cascading Figure 15. Percentage of damage extent in cross-section

Result Percentage of damage extent in cross-section 2”×5” Wood belong to class A & B

Middle cross-section

High possibility for cascading

Figure 15. Percentage of damage extent in cross-section

Result Percentage of damage extent in cross-section

Small cross-section

Figure 15. Percentage of damage extent in cross-section

Result Percentage of damage extent in cross-section 1”×4” All belong to class A Small cross-section

High possibility for cascading

Figure 15. Percentage of damage extent in cross-section

Result Percentage of damage extent in cross-section 1”×4” painted All belong to class D Small cross-section

Low possibility for cascading

Figure 15. Percentage of damage extent in cross-section

Result Percentage of damage extent in cross-section 1”×6” painted All belong to class D Small cross-section

Low possibility for cascading

Figure 15. Percentage of damage extent in cross-section

Result Percentage of damage extent in cross-section 2”×2” Wood belong to class A , B&C Small cross-section

Possibility for cascading but cross-section is small Figure 15. Percentage of damage extent in cross-section

Result Percentage of damage extent in cross-section 2”×3” Wood belong to class B & C

Small cross-section

Low possibility for cascading

Figure 15. Percentage of damage extent in cross-section

Result Definition of ”Location” 1. Roof Whole part of roof 2. Unit Prefabricated part (wall, floor) 3. Cladding Additional part (Exterior)

Result Percentage of damage extent in location

Result Percentage of damage extent in location Roof Most wood belong to A & B

High possibility for cascading

Figure 16. Percentage of damage extent in location

Result Percentage of damage extent in location Unit Most wood belong to B, C & D

Low possibility for cascading

Figure 16. Percentage of damage extent in location

Result Percentage of damage extent in location Cladding All wood belong to class D

Least possibility for cascading

Figure 16. Percentage of damage extent in location

Result Amount of recovered wood in cross-section

Figure 17. Amount of recovered wood in cross-section

Beloging Largest amount to class but D not due suitable toGood the paint, targetbut forwell cascading recovered Good recovered condition. target for cascading

Result Amount of recovered wood in location

Figure 18. Amount of recovered wood in location

Alllotbelong to class D recovered duethan to the paint on surface Damage A of wood extent can is higher be other with parts less damage

Discussion

Potential of 1”×4” and 1”×6” with paint

• Almost no loss in the length and good recovered condition • Potentially 3 to 6 $ for cascaded T&G flooring

*2

High cascading potential even though the surface is painted *2 Janowiak

et al (2005)

Discussion

Potential cascading flow 1”×4” and 1”×6”

Figure 20. Potential cascading flow for 1”×4” and 1”×6”

Discussion

Improvements on the potential

Figure 21. Views for brace 1”×4” and roof part

• Brace is broken in the joint part with roof pillar • Wood is damaged when it is grabbed by the machine

Discussion

Improvements on the potential

• Joint with metals • Wood joint

Hybrid joint for cascading Figure 22. Existing joint options and Japanese joint

Discussion

Potential cascading flow 2”×2” and 2”×3”

Figure 22. Potential cascading flow for 2”×2” and 2”×3”

Discussion

Improvements on the potential

Figure 21. Views 2”×3” and effort to take attached materials

• It will be grabbed as one element by the machine • It requires effort to take the attached materials in an element

Discussion

Improvements on the potential

Figure 22. Design concept for modular and element design

Discussion

Potential cascading flow 4”×4”

Figure 22. Potential cascading flow for 2”×2” and 2”×3”

Discussion

Extension of target for cascading wood Wooden exterior

Brick exterior

15% 5%

Figure 22. Waste percentage of single wooden family house by kuusakoski Oy

Conclusion

1. Potential should be considered from both the size and location

2. Independent part has higher potential for cascading

3. Even small cross-section 1”×4” and 1”×6” had high potential

4. Small improvements could enhance cascading potential

5. The target for cascading could be extended to different types of building

Future topics • Suitable demolition method for cascading • LCA including whole process • Accurate cost comparison • Social acceptance

Thank you!

References Brad Guy and Nicholas Ciarimboli. Design for Disassembly in the built environment: a guide to closed-loop design and building.2005. Chiodo.J (2005) Design for Disassembly Guidelines. Active Disassembly Research, January 2005. Crowther, P. Design for disassembly –Themes and principles. RAIA/BDP Environment Design Guide. 2005. Höglemeier, K, Weber-Blaschke, G, and Richter, K (2013) Potentials for cascading of recovered wood from building deconstruction- A case study for south-east Germany, Rerources, Conservation and Recycling, vol.78. Janowiak, JJ, Falk, RH, Beakler, BW, Lampo, RG and Napier, TR (2005) Remilling of salvaged wood siding coated with lead-based paint. Part 2, Wood product yield. Forest products journal. Vol. 55, nos. 7/8. Lefitinen,T (2011) Wood Construction in Finland, Ministory of the environment. Nakajima, S, and Futaki, M (2001) National R&D project to promote recycle and reuse of timber construction in Japan, Deconstruction and Materials Reuse: Technology, Economic and Policy.