20161130 Booosting Circular Demolition Erasmus MC - Presentation Pieter Beurskens UT

- 1 -

Pieter BeurskensPhD Researcher - University of Twente“Development of a Reuse Potential tool”

Date 30 November 2016

Erasmus MC building H, HE & HS

(2005)

(2005)

(1958)

- 2 -

Content

1. Introduction reuse potential

2.1 Introduction Building He, Hs2.2 Examine Reuse potential - Building Hs

3.1 Introduction Building H (Dijkzicht)3.2 Examine reuse potential - Facade building H

4. Workshop

- 3 -

Reuse potential

TRAN

SFOR

MATI

ON

CAPA

CITY

REUS

E PO

TENT

IAL

Identification of• Economic impact• Environmental impact Integration RP tool in BIM

Durmisevic, 2006

- 4 -

Erasmus building He, Hs (2005)

Erasmus building He, Hs, Rotterdam, Netherlands

- 5 -



1st

2nd

3rd

4th

5th

6th

-1st

He

Hs

- 6 -



1st

2nd

3rd

4th

5th

6th

-1st

Hs

He

- 7 -

Erasmus building Hs (2005)

toilet group

installations

stairs

lift

stairs

Legendstructurewind brace

floor plan - 4th floor

- 8 -

toilet group

installations

stairs

lift

stairs

Legendstructurewind bracefacade

floor plan - 4th floor


6m

- 9 -

Legend

+++

structurewind bracewater supplywater drainageheating


- 10 -

Erasmus building Hs (2005)Legend

structurewind brace

cable tray(electra + data)cable gutter

- 11 -

Erasmus building Hs (2005)Legend

structurewind brace

air supplyreturn air

- 12 -

+++

Legendstructurewind bracewater supplywater drainageheatingcable tray(electra + data)cable gutterair supplyreturn air


- 13 -

Examine reuse potential - Building Hs

- 14 -


TRAN

SFOR

MATI

ON

CAPA

CITY

REUS

E PO

TENT

IAL

Durmisevic, 2006

- 15 -


168

Transformable Building StructuresChapter 5

choose demolition instead of disassembly. This brings into focus two-stageassembly and disassembly. First, at the building site, where higher-level sub-assemblies like systems and components are replaced for reuse/reconfiguration,and secondly in the factory, where lower levels subassemblies, such as sub-components and elements, are disassembled and replaced for reuse/reconfiguration/recycling.Figure 5.09 shows four types of building configuration distinguished by the numberof on-site assembly/disassembly operations. The problem of coordination betweendifferent components and their assembly/disassembly operations grows alongthis systematization from 1 to 4.For example, a façade system can be structured following the pattern of functionaldecomposition, into sub-functions such as: enclosing, finishing, isolating, waterprotecting, and load bearing. Sub-functions can be allocated through independentelements arranged into components, to form a particular façade system (Figure5.10 right). These components are materialisations of sub-functions. In this way,the façade system is composed of components that can have different use andtechnical life cycles. This makes the façade system flexible, because it can beeasily modified, according to new requirements regarding light, insulation, positionof openings, etc. At the same time, components can be reused in other situations,reconfigured or recycled. Development of such systems takes into account bothshort-term strategies related to adaptation for future use, and a long-term strategyrelated to the most beneficial end-of-life building component scenario. Houwever,if there is no clustering with respect to systems sub-functions than most of systemssub-functions are integrated into one composite component. Figure 5.10 leftillustrates such a system, where the load-bearing functions, light openings, andsubdivision of openings are combined into one material level. This system hasbeen developed for construction of a number of housing towers in Hong Kong.Such a system structuring lacks transformational capacity and cannot be adaptedto different use requirements. At the end of a system’s service life, the only end-of-life scenario is demolition and down-cycling of material.

Figure 5.09: Four types of buildingconfiguration distinguished by thenumber of on-site assembly/disassemblyoperations.

structure and material levels

168




168




168




Assessment1. components 1,02. elements/ components 0,83. elements 0,64. material/ element/ component 0,45. material/ element 0,26. material 0,1

installatio

ns

Floor level + 2700

installatio

ns

- 16 -


Load bearing 5. material/ element 0,2Enclosure 2. elements/ components 0,8Infill 3. elements 0,6Service 3. element 0,6



installatio

ns

Floor level + 2700

installatio

ns

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

1.04St Fi

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

1.04St Fi

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

1.04St Fi

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

1.04St Fi

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl

- 17 -

relational pattern

Assessment1. vertical 1,02. horizontal in lower zone at the diagram 0,63. horizontal between upper and lower zone 0,44. horizontal in upper zone 0,1


175

Transformable Building Structures Chapter 5

Horizontal relations in Figure 5.15 A illustrate dependencies between the separationwall, electrical installation, and finishing. If one element needs to be replaced, allsurrounding elements would be damaged. Figure 5.15 B and C illustrate morevertical relational diagram that represents a partially open and open hierarchy ofwall systems, which have a greater transformational capacity.

5.3.3 Base element specification

A building product is a carrier of specific functions or sub-functions. Eachassembled product represents a cluster of elements that are carriers of sub-functions. To provide independence of elements within one cluster from theelements within other cluster, each cluster should define its base element, whichintegrates all surrounding elements of that cluster. Such elements share theirfunctions on two levels in buildings: (i) to connect elements within independentassemblies, and (ii) perform as an intermediary with other clusters.

Figure 5.15: type of configuration asresult of the position of relationsbetween the functional groups.Horizontal relations are common in staticconfigurations, vertical relations arecommon in dynamic configurations. Thefigure represents static, partly dynamicand dynamic configurations of three wallsystems.

Functional decomposition

Tesc

hnic

la d

ecom

posi

tion

Functional decomposition Functional decomposition

A B C

175







Tesc

hnic

la d

ecom

posi

tion


A B C

175







Tesc

hnic

la d

ecom

posi

tion


A B C4. 3. 1.

installatio

ns

Floor level + 2700

installatio

ns


Tech

nica

l dec

ompo

sitio

n


Tech

nica

l dec

ompo

sitio

n


Tech

nica

l dec

ompo

sitio

n

- 18 -

installatio

ns

Floor level + 2700

installatio

ns

relational pattern


1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl

vertical connectionshorizontal connections

Type of connection

1.04St Fi

building level 0,4


1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl


Type of connection

1.04St Fi

- 19 -

installatio

ns

Floor level + 2700

installatio

ns

relational pattern



system level 1.00

St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

1.04St Fi

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

1.04St Fi

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl

Load bearing 3. horizontal between upper and lower zone 0,4Enclosure 2. horizontal in lower zone at the diagram 0,6

1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl


Type of connection

1.04St Fi

- 20 -


base element specification

Assessment1. base element - intermediary between systems/compo-nents 1,02. base element on two levels 0,63. element with two functions (base element + function) 0,44. no base element 0,1

176


Figure 5.16 shows four principles of defining the façade and the role thatspecification of a base element can have on decomposition of a façade element.Principle 1 in Figure 5.16 is based on the assumption that building parts areassembled on site. In this principle, elements, which according to their functionalitybelong to the functional assembly of the façade (f1), have direct relations withother functional assemblies (load-bearing construction) (f2). Column (a) has thefunction of the base element for all elements in assembly, and therefore hasconnections with them all.In principle 2, two functions (f1, f2) are clustered into one component. The woodenframe (b) is the base element for the façade assembly, and at the same time hasa load bearing function in the building. This makes the construction processsimpler, however, change of one façade panel would have consequences for thestability of the total structure.

Principle 3 shows an independent assembly of two independent functions (f1, f2).Elements assembled as façade (b, b1, b2, b3) are clustered into one component,where the wooden frame (b) is chosen as the base element. The load-bearingfunction (a) is taken out and defined as an independent assembly. In this case,the load bearing elements act as a frame for the whole building and the woodenframe b is the base for the façade assembly. This serves as an intermediarybetween the load bearing assembly and independent elements of the façade.

Figure 5.16: Four principles of baseelement specification

installatio

ns

Floor level + 2700

installatio

ns

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl1.02 Co Fl

1.04St Fi

Building level

Load bearing 1. base element B-level 1,0

- 21 -




176





installatio

ns

Floor level + 2700

installatio

ns

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl1.02 Co Fl

1.04St Fi

system level

Load bearing 1. base element B-level 1,0Enclosure 1. base element S-level 1,0

- 22 -




176





installatio

ns

Floor level + 2700

installatio

ns

sub-system level

Load bearing 1. base element B-level 1,0Enclosure 1. base element S-level 1,0Enclosure 1. base element SS-level 4x 1,0 2. base el. two lvls SS-level 3x 0,6 Total enclosure SS-level 0,83

1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl

1.04St Fi

- 23 -

standardization of product edge

Assessment1. pre-made geometry 1,0

2. half standardized geometry 0,5

3. geometry made on construction site 0,1


installatio

ns

Floor level + 2700

installatio

ns

Load bearing average 0,71Enclosure average 0,94Infill average 0,6Service average 0,58

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl

1. Pre-made geometry 1,0


3. Geometry made on site 0,1

Assessment1.04St Fi

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl




Assessment1.04St Fi

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl




Assessment1.04St Fi

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl




Assessment1.04St Fi

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl




Assessment1.04St Fi

- 24 -

assembly direction


181


Figure 5.20: Five assembly relations playa role in typology of the configurations.Distinction is based on the assemblydirection.

installatio

ns

Floor level + 2700

installatio

ns

181


Figure 5.20: Five assembly relations playa role in typology of the configurations.Distinction is based on the assemblydirection.

assembly direction

- 25 -

installatio

ns

Floor level + 2700

installatio

ns

Step 2

Step 1

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Step 9

Ass

embl

y se

quen

ces

Step 10

Step 11

Step 12

Step 13

Step 14


assembly direction

- 26 -

installatio

ns

Floor level + 2700

installatio

ns

Step 2

Step 1

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Step 9

Ass

embl

y se

quen

ces

Step 10

Step 11

Step 12

Step 13

Step 14

E1E1 steel structure


assembly direction

- 27 -

installatio

ns

Floor level + 2700

installatio

ns

Step 2

Step 1

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Step 9

Ass

embl

y se

quen

ces

Step 10

Step 11

Step 12

Step 13

Step 14

E2

E2 prefab concrete floorE1E1 steel structure


assembly direction

- 28 -

installatio

ns

Floor level + 2700

installatio

ns

Step 2

Step 1

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Step 9

Ass

embl

y se

quen

ces

Step 10

Step 11

Step 12

Step 13

Step 14

M3

M3 in-situ concrete floorE2



- 29 -

installatio

ns

Floor level + 2700

installatio

ns


Step 2

Step 1

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Step 9

Ass

embl

y se

quen

ces

Step 10

Step 11

Step 12

Step 13

Step 14 E23

E23 cable gutter

E22E22 lowered ceiling

E21

E21 radiator

E20 E20 installations (air distribution, electa & data distribution, water distribution)

E19E19 interior partitioning

C18 C18 Solar shading

E17 E17 wall finish E16E16 exterior facade cladding panels

E15 E15 windowsillE14

E14 cladding around window frameC13C13 window frame

E12

E12 wooden cladding suspension barE11

E11 Flashing profile

M10

M10 anhydrite floorE9 facade connection

E9

C8

C8 small facade frame C7C7 main facade frame

C6

C6 adjacent facade componentE5

E5 fire resistant material

E4

E4 facade connection deviceM3



installatio

ns

Floor level + 2700

installatio

ns

assembly direction

- 30 -


installatio

ns

Floor level + 2700

installatio

ns

Main facade frame cluster

Step 2

Step 1

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Step 9

Ass

embl

y se

quen

ces

Step 10

Step 11

Step 12

Step 13

Step 14 E23

E23 cable gutter


E21

E21 radiator



C18 C18 Solar shading

E17 E17 wall finish E16E16 exterior facade cladding panels

E15 E15 windowsillE14

E14 cladding around window frameC13C13 window frame

E12

E12 wooden cladding suspension barE11

E11 Flashing profile

M10


E9

C8

C8 small facade frame C7C7 main facade frame

C6



E4




assembly direction

- 31 -


installatio

ns

Floor level + 2700

installatio

ns


Step 13

Step 14

Step 12

Step 11

Step 10

Step 9

Step 8

Step 7

Step 6

Disa

ssem

bly

sequ

ence

Step 5

Step 4

Step 3

Step 2

Step 1 E23

E23 cable gutter


E21

E21 radiator



C18

C18 Solar shading

E17

E17 wall finish E16E16 exterior facade cladding panels

E15

E15 windowsill

E14

E14 cladding around window frame

C13

C13 window frame

E12

E12 wooden cladding suspension bar

E11 E11 Flashing profile

M10


E9

C8

C8 small facade frame

C7

C7 main facade frame

C6



E4




assembly direction

- 32 -


Step 13

Step 14

Step 12

Step 11

Step 10

Step 9

Step 8

Step 7

Step 6

Disa

ssem

bly

sequ

ence

Step 5

Step 4

Step 3

Step 2

Step 1 E23

E23 cable gutter


E21

E21 radiator



C18

C18 Solar shading

E17


E15

E15 windowsill

E14


C13

C13 window frame

E12



M10


E9

C8


C7


C6



E4





installatio

ns

Floor level + 2700

installatio

nsinstallatio

nsinstallatio

ns

Floor level + 2700

assembly direction

- 33 -


Step 13

Step 14

Step 12

Step 11

Step 10

Step 9

Step 8

Step 7

Step 6

Disa

ssem

bly

sequ

ence

Step 5

Step 4

Step 3

Step 2

Step 1 E23

E23 cable gutter


E21

E21 radiator



C18

C18 Solar shading

E17


E15

E15 windowsill

E14


C13

C13 window frame

E12



M10


E9

C8


C7


C6



E4





installatio

ns

Floor level + 2700

installatio

nsinstallatio

nsinstallatio

ns

Floor level + 2700

assembly direction

Assessment1. gravity attractor 1,02. parrallel 0,63. semi-parralel 0,44. sequential 0,1

Enclosure 3. semi-parralel 0,4

- 34 -


installatio

ns

Floor level + 2700

installatio

ns

cut loose cut loose


Step 13

Step 14

Step 12

Step 11

Step 10

Step 9

Step 8

Step 7

Step 6

Disa

ssem

bly

sequ

ence

Step 5

Step 4

Step 3

Step 2

Step 1 E23

E23 cable gutter


E21

E21 radiator



C18

C18 Solar shading

E17


E15

E15 windowsill

E14


C13

C13 window frame

E12



M10


E9

C8


C7


C6



E4




assembly direction

- 35 -


functional dependence

166


Scenario 4:total separation or zoning

Functional incorporation can also be shown using examples of façades. Often,relocation or resizing of façade openings has consequences on load bearingelements, or on the finishing of a façade. Portions of a brick façade as well as itsinner wall may need to be demolished .

5.2.2 Systematisation

This section discusses the systematisation of single parts into sub-assemblies.Aspects of systematisation deal with decisions about creation of clusters accordingto their life cycle performance requirements, and on the level of integration ofmaterial levels.

Figure 5.07: Levels of functionalautonomy within a floor

1

c - constructionf - finishings - servicingi - isolation4

2

3

total integration

planned interpenetration

unplanned interpenetration

total seperation

Functions within afloor system:

166


Scenario 4:total separation or zoning

Functional incorporation can also be shown using examples of façades. Often,relocation or resizing of façade openings has consequences on load bearingelements, or on the finishing of a façade. Portions of a brick façade as well as itsinner wall may need to be demolished .

5.2.2 Systematisation

This section discusses the systematisation of single parts into sub-assemblies.Aspects of systematisation deal with decisions about creation of clusters accordingto their life cycle performance requirements, and on the level of integration ofmaterial levels.

Figure 5.07: Levels of functionalautonomy within a floor

1

c - constructionf - finishings - servicingi - isolation4

2

3

total integration

planned interpenetration

unplanned interpenetration

total seperation

Functions within afloor system:

installatio

ns

Floor level + 2700

installatio

ns

Installations (air, electra & data and water distribution) - total seperation 1,0

Heating - planned interpenetration 0,8

Cable gutter - planned interpenetration 0,8

Assessment1. modular zoning 1,02. planned interpenetration for different solutions 0,83. planned interpenetration for one solution 0,44. unplanned interpenetration 0,25. total dependency 0,1

- 36 -

type of connection

Assessment


183


or can be connections between concrete floor panels, or bricks etc. Disassemblyof such connections is often impossible, or it requires development of specialdeconstruction technologies as for example laser technologies.

Type of connections is determined by type of material in connection, does it hasaccessory, type of accessory and position of accessory.

Four basic displacements that together make all transformations in the structureare: elimination, addition, relocation, and substitution. The structure of a buildingor its parts can be transformed by elimination of an element. It can also be

Direct chemical connection

two elements are permanently fixed (noreuse, no recycling)

direct connections between twopre-made components

two elements are dependent in assembly/disassembly (no component reuse)

indirect connection with thirdchemical material

two elements are connected permanentlywith third material (no reuse, no recycling)

direct connections with additionalfixing devices

two elements are connected with accessorywhich can be replaced. If one element hasto be removed than whole connection needsto be dismantled

indirect connection via dependentthird component

two elements/components are separatedwith third element/component, but theyhave dependence in assembly (reuse isrestricted)

indirect connection via independentthird component

there is dependence in assembly/disassembly but all elements could bereused or recycled

indirect with additional fixing device

with change of one element another staysuntouchedall elements could be reused or recycled

type of connection graphic representation dependence in assembly

fixed

flexi

ble

Figure 5.21: Seven principles ofconnections ranged from fixed to flexibleconnections.

installatio

ns

Floor level + 2700

installatio

ns

1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl

1. Indirect with additional fixing device 1,02. Indirect connection via independent third element 0,83. Indirect connection via dependent third element 0,74. Direct connection with additional fixing device 0,65. Direct connec. between two pre-made comp. 0,46. Indirect connection with third chemical material 0,27. Direct chemical connection 0,1

Type of connection

1.04St Fi

- 37 -

type of connection


installatio

ns

Floor level + 2700

installatio

ns

1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl


Type of connection

1.04St Fi

1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl


Type of connection

1.04St Fi

Load bearing average 0,36Enclosure average 0,79Infill average 0,58Service average 0,58

- 38 -

0,000,200,400,600,801,00

1. assembly direction

2. functionaldependence

3. structure andmaterial levels

4. base elementspecification5. relational pattern

6. standardization ofproduct edge

7. type of connection

Service

0,000,200,400,600,801,00







Enclosure

0,000,200,400,600,801,00







Load bearing

Results reuse potential - Building Hs

installatio

ns

Floor level + 2700

installatio

ns

Reuse potential averageload bearing 0,59enclosure 0,74infill 0,44service 0,46

0,000,200,400,600,801,00







Infill

- 39 -

0,000,200,400,600,801,00







Service

0,000,200,400,600,801,00







Enclosure

0,000,200,400,600,801,00







Load bearing


installatio

ns

Floor level + 2700

installatio

ns

Reuse potential averageload bearing 0,59enclosure 0,74infill 0,44service 0,46

0,000,200,400,600,801,00







Infill

- 40 -

Erasmus building H, Dijkzicht (1960)

- 41 -

EAST FACADE

WEST FACADE

1615 17

192021


Section B-B

- 42 -

6th floor similar to 2nd - 9th floor


- 43 -

1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl


Type of connection

1.04St Fi

type of connection

Examine reuse potential - Building H

1.00CC+x

1.01CF+x

1.02CC+1

1.03CF+1

2.10top

2.15Ex SS

2.11Ex FF

2.12In FF

2.14In SS

3.01LCF

2.08Pa IF

2.07Ex M

materials

components

Enclosure

Load bearing

Infill

3.02LCP

3.00Pa In

2.05Ex SS

2.02In FF

2.01Ex FF

2.04In SS

2.06Co Pa

2.00top

2.03Ou Fi

2.13Ou Fi

elementselements

materials

2.09Ex Fi

1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl


Type of connection

1.04St Fi

- 44 -

amount of window framesOutside 592x Inside 592x total 1184x

Section 15


- 45 -


Source: Durmisevic (2010) Green design and assembly of buildings and systems

TRAN

SFOR

MATI

ON

CAPA

CITY

REUS

E PO

TENT

IAL

Durmisevic, 2006

- 46 -


Enclosure 4. material/ elements/ components 0,4



1.00CC+x

1.01CF+x

1.02CC+1

1.03CF+1

2.10top

2.15Ex SS

2.11In FF

2.12Ex FF

2.14In SS

3.01LCF

2.08Pa IF

2.07Ex M

materials

components

Enclosure

Load bearing

Infill

3.02LCP

3.00Pa In

2.05Ex SS

2.02In FF

2.01Ex FF

2.04In SS

2.06Co Pa

2.00top

2.03Ou Fi

2.13Ou Fi

elementselements

materials




Assessment

2.09Ex Fi

- 47 -




System level

Enclosure 1. base element with two functions 0,4

1.00CC+x

1.01CF+x

1.02CC+1

1.03CF+1

2.10top

2.15Ex SS

2.11Ex FF

2.12In FF

2.14In SS

3.01LCF

2.08Pa IF

2.07Ex M

materials

components

Enclosure

Load bearing

Infill

3.02LCP

3.00Pa In

2.05Ex SS

2.02In FF

2.01Ex FF

2.04In SS

2.06Co Pa

2.00top

2.03Ou Fi

2.13Ou Fi

elementselements

materials




Assessment

2.09Ex Fi

Load-bearing structure

Steel window frame

Intermediar - base element

Load-bearing structure

Masonry

Masonry

- 48 -

relational pattern building level 0,4


1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl


Type of connection

1.04St Fi

1.00CC+x

1.01CF+x

1.02CC+1

1.03CF+1

2.10top

2.15Ex SS

2.11In FF

2.12Ex FF

2.14In SS

3.01LCF

2.08Pa IF

2.07Ex M

materials

components

Enclosure

Load bearing

Infill

3.02LCP

3.00Pa In

2.05Ex SS

2.02In FF

2.01Ex FF

2.04In SS

2.06Co Pa

2.00top

2.03Ou Fi

2.13Ou Fi

elementselements

materials

2.09Ex Fi


- 49 -

relational pattern



system level 0,6

Enclosure 2. horizontal between upper and lower zone 0,4

1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl


Type of connection

1.04St Fi

1.00CC+x

1.01CF+x

1.02CC+1

1.03CF+1

2.10top

2.15Ex SS

2.11Ex FF

2.12In FF

2.14In SS

3.01LCF

2.08Pa IF

2.07Ex M

materials

components

Enclosure

Load bearing

Infill

3.02LCP

3.00Pa In

2.05Ex SS

2.02In FF

2.01Ex FF

2.04In SS

2.06Co Pa

2.00top

2.03Ou Fi

2.13Ou Fi

elementselements

materials




Assessment

2.09Ex Fi

- 50 -

standardization of product edge

Assessment1. pre-made geometry 1,0


3. geometry made on construction site 0,1


Enclosure average 0,75

1.00St Co

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

1.01 St Be

1.05 Pr Bo

1.06 Co St

Load bearing

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl




Assessment1.04St Fi

1.00CC+x

1.01CF+x

1.02CC+1

1.03CF+1

2.10top

2.15Ex SS

2.11Ex FF

2.12In FF

2.14In SS

3.01LCF

2.08Pa IF

2.07Ex M

materials

components

Enclosure

Load bearing

Infill

3.02LCP

3.00Pa In

2.05Ex SS

2.02In FF

2.01Ex FF

2.04In SS

2.06Co Pa

2.00top

2.03Ou Fi

2.13Ou Fi

elementselements

materials




Assessment

2.09Ex Fi2.09Ex Fi

- 51 -

type of connection

1.00St Co

1.01 St Be

1.05 Pr Bo

2.10La FF

2.13SFF

2.11 Wi Fr

2.14 Ex Fi

2.12In Fi

2.00La FF

2.03SFF

2.01 Wi Fr

2.04 Ex Fi

2.02In Fi

2.06Ex Fi

+2.00La FF

-2.03SFF

+2.10La FF

-2.13SFF

1.06 Co St

3.01 M St

3.02 Pl fi

2.15 So Sh

Infill

Enclosure

Load bearing

3.04 LCF

3.05 LCP

sub-systems

components

elements

elements

3.02 I Insu

Service

4.03 S HD

4.04 S VD

4.06 S WD

4.01 S CD

4.02 Ca G

4.04 Radtr

elements

2.05 So Sh

elements

materials1.03 An Fl

1.03 IC Fl

1.02 Co Fl


Type of connection

1.04St Fi

Enclosure avarage 0,46


1.00CC+x

1.01CF+x

1.02CC+1

1.03CF+1

2.10top

2.15Ex SS

2.11Ex FF

2.12In FF

2.14In SS

3.01LCF

2.08Pa IF

2.07Ex M

materials

components

Enclosure

Load bearing

Infill

3.02LCP

3.00Pa In

2.05Ex SS

2.02In FF

2.01Ex FF

2.04In SS

2.06Co Pa

2.00top

2.03Ou Fi

2.13Ou Fi

elementselements

materials

2.09Ex Fi

- 52 -


Reuse potential averageenclosure 0,41

0,00

0,20

0,40

0,60

0,801. assembly direction


4. base elementspecification

5. relational pattern



Enclosure

Re-design Re-manufacture Re-finance

Group 2 | Re-design of a steel structure

Group 1 | Re-design of a timber frame facade system

creative part

Available building products for reuse

develop ‘design options’

Select ‘high‘ potential design options

Assessment on technical, economic and environmental

aspects

rational part

exist

ing

build

ing

Existing building

Examine reuse potential

Re-design Re-manufacture Re-finanace

develope reuse scenarios

pers

pect

ives

Building Hs

smallest configuration

largest configuration

Group 2 | Re-design of a steel facade frame system

Group 2 | Re-manufacturing of a load-bearingstructureincl.floor(sub-group 1) and steel frame facade system (sub-group 2)

Group 1 | Re-manufacturing of a timber frame facade system

installatio

ns

Floor level + 2700

installatio

ns

Group 2 | Re-financeofatimber facade frame system

and load-bearing steel structure

Group 1 | Re-financeofabuilding by disassembly and

replacement

installatio

ns

Floor level + 2700

installatio

ns

creative part

Available building products for reuse

develop ‘design options’

Select ‘high‘ potential design options

Assessment on technical, economic and environmental

aspects

rational part

exist

ing

build

ing

Existing building

Examine reuse potential

Re-design Re-manufacture Re-finanace

develope reuse scenarios

pers

pect

ives

Building Hs

smallest configuration

largest configuration

20161130 Booosting Circular Demolition Erasmus MC - Presentation Pieter Beurskens UT

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Transcript of 20161130 Booosting Circular Demolition Erasmus MC - Presentation Pieter Beurskens UT