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%/0120345(6/4789:+/9;<:89:2/8(=(>:/29:2/0?(85@<588/<5@
!"#$%&'()*)+,-.&/&0%&12.&3224
DATE:01-06-11
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DATE:01-06-11Project: Foreword
BY: P. KOELEWIJN & H. VAN LAAR 2
!"#$%"#&'()*+,-./-0+)1+2,-34//-567-82+*1+9()-:2(;7<5-=(2-7)8>)772>)8-?51*7)5?-(=-567-@A-?5+257*B-C)-(2*72-5(-D)>?6-56>?-?1<<7??=1EE,-F7*>*-(12-82+*1+9()-:2(;7<5-+5-G"%-+2<6>57<5?->)-H6+)86+>B
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!"#"$%&'"(")*+,
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DATE:01-06-11Project: Table of contents
BY: P. KOELEWIJN & H. VAN LAAR 3
!"#$%&'(&)'*!%*!+
,*!-'./)!,'*& & & & & & & & & & & & & & & 0
"-)1,!%)!/-%&,*&)1,*"& & & & & & & & & & & & & 2
& 3&!456789:5;&54<=7>?<>@4?& & & & & & & & & & & & & & 2
& 3&A96?4:&54<=7>?<>@4?& & & & & & & & & & & & & & B
!"#$%&'(&-%C/,-%A%*!+& & & & & & & & & & & & & D
& 3&E49F?<>&?:G749:H?:>& & & & & & & & & & & & & & D
& 3&-?I@74?H?:>J& & & & & & & & & & & & & & & D
)'*)%E!&.%+)-,E!,'*& & & & & & & & & & & & & KK
& 3&-?I@?J>&9L&<;7?:>& & & & & & & & & & & & & & & KK
& 3&M7J79:& & & & & & & & & & & & & & & & KK
& 3&E47:<7N;?&5>475& & & & & & & & & & & & & & & KK
)$,A"!%&"*"$O+,+& & & & & & & & & & & & & & KP
& 3&A75:&O5:Q& & & & & & & & & & & & & & & & KP
& 3&+@:&5:5;RJ7J& & & & & & & & & & & & & & & KS
)'*)%E!&+!/.,%+& & & & & & & & & & & & & & K0
& 3&!T9&T5GR&>9T?4J&U&9:?&J=5V?:&W99V&J>5<V& & & & & & & & & & & K0
A"++&+!/.O&'*%&& & & & & & & & & & & & & & K2& 3&(;994&N;5:& & & & & & & & & & & & & & & & KB
& 3&)9:<?N>&7:&J@HH?4& & & & & & & & & & & & & & KX
& 3&)9:<?N>&7:&T7:>?4&& & & & & & & & & & & & & & KD
A"++&+!/.O&!Y'& & & & & & & & & & & & & & Z[
& 3&(;994&N;5:& & & & & & & & & & & & & & & & ZK
& 3&)9:<?N>&7:&J@HH?4& & & & & & & & & & & & & & ZZ
& 3&)9:<?N>&7:&T7:>?4&& & & & & & & & & & & & & & ZP
A"++&+!/.O&!1-%%& & & & & & & & & & & & & & ZS
& 3&(;994&N;5:& & & & & & & & & & & & & & & & Z0
& 3&+9<75;&N;5<?J& & & & & & & & & & & & & & & Z2
& 3&)=7:?J?&Q546?:J& & & & & & & & & & & & & & & ZB
& 3&+?;?<89:& & & & & & & & & & & & & & & & ZX
& 3&+@:&J>@6R& & & & & & & & & & & & & & & & ZD
& 3&(74?&4?I@74?H?:>J&& & & & & & & & & & & & & & P[
& 3&\49@:6&J9@4<?&=?5>&N@HN& & & & & & & & & & & & & PK
& 3&\49@:6&<99;?6]=?5>?6&G?:8;589:&JRJ>?H& & & & & & & & & & & PZ
DATE:01-06-11Project: Table of contents
BY: P. KOELEWIJN & H. VAN LAAR 4
!"#$%"$#&'()*!+,-( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ..( /(+0123456730( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ..( /(*8219:58;<(<=<61>(30(?5@A4@0B>( ( ( ( ( ( ( ( ( ( ( ( ( ..( /(*8219:58;<(?5@A4@0B>( ( ( ( ( ( ( ( ( ( ( ( ( ( ( .C( /()<>@B0(62@1<2@8( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( .D( /(!1256152<(E81<2@8A( ( ( ( ( ( ( ( ( ( ( ( ( ( ( .F( /(GA332( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( .H( /(!1<<A(>1256152<( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( .I( /(G@2<(J231<6730( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( .I
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DATE:01-06-11Project: Introduction
BY: P. KOELEWIJN & H. VAN LAAR 5
!"#$%&'(#!%"!"#$%&'()%"
)*+,-./00+..1/223-456.7658-97+-.+:+.9+,.-;-9<-=-69-6.-5<>-?:+-1<,-.+:+.9+,-@A-97+-8,BC/B?<5-D,<E+09F-#7+-B6:-<1-97+-45B2-.+:+.9+,6.-9<-0<:G65+-97+-B00/:/2B9+C-H5<>2+C8+-B5C-.H622.-<1-97+-DB.9-=-.+:+.9+,.-659<-<5+-8,BC/B?<5-D,<E+09F
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M/8+-BDB,9:+59-0<:D2+N+.-B,+-97+-D,+JB62658-7</.658-93D<2<83-65->7607-:6226<5.-45C-97+6,-7<:+.F-#7+-<523-D/,D<.+-<1-97+.+0<:D2+N+.-6.-9<-:BH+-B.-:/07-:<5+3-B.-D<..6G2+F-)-0<:1<,9BG2+-D2B0+-1<,-97+-,+.6C+59.-6.-5<9-6:D<,9B59-1<,-97+-2B5C2<,C.F-#7+,<<:.-B,+-.:B22A-97+-65C<<,-026:B9+-6.-GBC-B5C-<*+5-69-6.-J+,3-5<6.3F
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#7+-0<::+,06B2-DB,9-<1-97+-G/62C658-6.-<523-C+.685+C-G/9-5<9-1/,97+,-C+J+2<D+CF-S650+-97+.+-2B3+,.->622-5<9-G+-422+C->697-/569.-B5C>622-7BJ+-B-,+2B?J+23-.9B5CB,C-C+9B62658F
#<-0,+B9+-B-G+\+,-B9:<.D7+,+-<5-97+-2<0B?<5A-97+-D2<9-B,+B-6.-26*+C-9<-97+-7+6879-<1-97+-C6H+-.<-<5+-0B5-+5E<3-97+-J6+>-<J+,-97+,6J+,F-#7+-.DB0+-G+2<>-97+-D2<9-B,+B->622-G+-/.+C-B.-DB,H658-GB.+:+59F-)2.<-976.-6C+B-7BC-B-2<>-D,6<,693-B5C-6.-5<9-1/,97+,C+J+2<D+CF
DATE:01-06-11Project: Architecture in China
BY: P. KOELEWIJN & H. VAN LAAR 6
!"#$%&'#&("')%*)#$%*!! "#$%&'()$*!$#+,&-.+-/#.
#+,-./.)012+,3.2341.),/)0)/5.2,06)7819)87)012+,3.2341.:.204/.)87))3+.)90-;)1.901<0:6.)01=/=2)0->)/314234106/3142341./?)&+.)#+,-./.)012+,3.2341.),/)28-/,>.1.>)0/)8-.)873+.)98/3),958130-3)012+,3.234106)/3;6./),-)3+.)@816>):.204/.,3),-A4.-2.>)@+86.)'0/3)0->)B843+.0/3)!/,0?))#+,-./.012+,3.2341.),/)>,C,>.>),-38)8D2,06)012+,3.2341.)0->)786<012+,3.2341.?)&+.)8D2,06)7819),-264>./)50602./E)54:6,2:4,6>,-F/E)3.956./E)06301/)0->)904/86.0?)G86<)012+,3.2341.,-264>./)1./,>.-=06):4,6>,-F/E):1,>F./)0->):4,6>,-F/)/42+)0/85.10)0->)3+.031.?
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DATE:01-06-11Project: Architecture in China
BY: P. KOELEWIJN & H. VAN LAAR 7
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DATE:01-06-11Project: Architecture in China
BY: P. KOELEWIJN & H. VAN LAAR 8
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DATE:01-06-11Project: TOR
BY: P. KOELEWIJN & H. VAN LAAR 9
CHINA
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DATE:01-06-11Project: TOR
BY: P. KOELEWIJN & H. VAN LAAR 10
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DATE:01-06-11Project: Concept
BY: P. KOELEWIJN & H. VAN LAAR 11
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DATE:01-06-11Building Physics: Principle atrium
BY: P. KOELEWIJN & H. VAN LAAR 12
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DATE:01-06-11Building Physics: Climate Analysis
BY: P. KOELEWIJN & H. VAN LAAR 13
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DATE:01-06-11Building Physics: Climate Analysis
BY: P. KOELEWIJN & H. VAN LAAR 14
0°
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December 21
June 21March / September 21
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)3'=@"%79%#>C=Q#=M?B=)3'=!"#=%&=O'$B=34)=?#9=%)=%&=#'G'&&?$B=)4=R''5=%)=4")=4A=)3'=@"%79%#>C=<3'=34)=#44#=&"#=9"$%#>=)3'=&"22'$=%&
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Conclusion
DATE:01-06-11Architectural: Concept studies
BY: P. KOELEWIJN & H. VAN LAAR 15
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%-.&D7=0&=H.0:-.=&37.&3&:1.37&7.U.:A2/&2>&0-.&:2/:.;0V&3&=07@:0@731&>73?.&I80-&=J@37.&@/80=&180.7311<&-@/9&8/&80C&%-.&D7=0&=H.0:-&8=2/1<&3&=8/91.&%2I.7F&=22/&3W.7F&=.B.731&2>&0-.=.&02I.7=&37.&=H.0:-.4&372@/4&3&:./0731&:27.C&"/&0-.&D7=0&>27?&=0@48.=&0-.=.&02I.7=9.0&48G.7./0&=-3;.=C
%-.&D7=0&=H.0:-C
DATE:01-06-11Architectural: Mass study one
BY: P. KOELEWIJN & H. VAN LAAR 16
!"##$#%&'($)*+
DATE:01-06-11Architectural: Mass study one
BY: P. KOELEWIJN & H. VAN LAAR 17
N
GRA: 422,91 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LiftA: 4,00 m2
LiftA: 4,00 m2
LiftA: 4,00 m2
LiftA: 4,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
EntranceBathroomKitchenBedroomLivingroom
Design CriteriaSunlight Entry
Natural HeatingDaylight Entry
Overheating prevention
Floorplan efficiency
Legend0+++-
-Natural ventilation 0
BalconyIntergration in structure ++
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DATE:01-06-11Building Physics: Mass study one
BY: P. KOELEWIJN & H. VAN LAAR 18
! "#$%&'(!)$!*+,,&-
!"#$%#&'()#$*+,("-."#",#/0,12#"3'%4**'(#%4.#,4"#,5#"3'#/4$06$.789,,0$.7#'.'(7)#1-.#/'#%-&'6#/)1('-:.7#.-"4(-0#&'.:0-:,.#4%$.7"3'#-"($4*8#;3'#3'-"'6#-$(#$.#"3'-"($4*#<$00#($%'#<3'.#"3$%#1-.'%1-+'#$.#"3'#",+#$"#1('-"'%#-.-"4(-0#-$(=,<>#"3'#%"-12#'?'1"8;3$%#-$(=,<#1-.#.-"4(-00)#&'.:0-"'"3'#-+-("*'."%8#!.#-66$:,.@#"3'-"($4*#54.1:,.%#-%#-#3'-"#/4?'(/'1-4%'#$"#('0'-%'%#-#0,"#,5#3'-",4"#,5#"3'#/4$06$.78
A.5,("4.-"'0)@#"3$%#1,.1'+"#$%#.,"<,(2$.7#,+:*-00)#5,(#-00#"3'3,4%'%8#B$(#-0<-)%#=,<%#-0,.7#"3''-%$'%"#<-)@#"3'('5,('#"3'#4++'(-+-("*'."%#<$00#/'#%"(,.70)&'.:0-"'6#-.6#"3'#0,<'(-+-("*'."%#/-('0)8
DATE:01-06-11Building Physics: Mass study one
BY: P. KOELEWIJN & H. VAN LAAR 19
!"#$%&'()#(*)#'%+
!"#$%&#%&'(")#*&'*+"#&"&,)-#.+*$*.'"#/&#*'0&1#/-#2&$#'*#34.%*4"25)%$#'*#6+**5/2"$+#$%&/45215")7#8%&#),&&"%+4*&#&9&.$#5*.,&'$&1#5"#'$,543#:+"&#/-#$%&#;'.$$%'$#*4"25)%$#<',3*#5"$&,5+,#'5,'"1#*4,;'.&*7#8%5*#6,&%&'$&1#'5,.'"#/*&1#'*#0&"(2'(+"#'5,#;+,$%'5"#/45215")7
=&.'4*&#$%&#'5,#5"#$%&#<5"$&,.'""+$#&*.'6&#'$#$%&#$+6#+;#$%&'$,543#+0&,6,&**4,&#<522#+..4,7#>5,.'"#+"2-#?+<#+4$*51&#$%,+4)%#$%&%+4*&*7#8%5*#.'4*&*#"'$4,'20&"(2'(+"#;+,#$%&#%+4*&*7
@";+,$4"'$&2-A#$%&#*'3&#$%&+,-.+4"$*#5"#<5"$&,#'*#5"#*433&,B#>5,'2<'-*#?+<*#'2+")#$%&#&'*5&*$<'-7#=&.'4*&#$%&#%+$#'5,#,5*&*A$%&,&#<522#/&#'#%5)%&,#'5,#6,&**4,&5"#$%&#$+6#+;#$%&#'$,5437#8%&466&,#'6',$3&"$*#<522#/&0&"(2'$&1#0&,-#<&22#<%52&#$%&,&/',&2-#<522#/�&"(2'(+"#5"#$%&2+<&,#'6',$3&"$*7
DATE:01-06-11Architectural: Mass study two
BY: P. KOELEWIJN & H. VAN LAAR 20
!"##$#%&'($%)*
DATE:01-06-11Architectural: Mass study two
BY: P. KOELEWIJN & H. VAN LAAR 21
N
Diagon
al bra
ce
Diagonal brace
GRA: 509,97 m2
4 story videA: 264,49 m2
GRA: 82,80 m2
LiftA: 4,00 m2
LiftA: 4,00 m2
LiftA: 4,00 m2
LiftA: 4,00 m2
LRA: 30,00 m2
EnA: 13,00 m2
BaRA: 10,85 m2
KTA: 10,85 m2
LRA: 28,00 m2
BaRA: 11,35 m2
KTA: 11,35 m2
EnA: 10,00 m2
EnA: 13,00 m2
BaRA: 10,85 m2
KTA: 12,00 m2
LRA: 28,00 m2
LRA: 30,00 m2
EnA: 13,00 m2
BaRA: 10,85 m2
KTA: 10,85 m2
LRA: 28,00 m2
BaRA: 11,35 m2
KTA: 11,35 m2
EnA: 10,00 m2
EnA: 13,00 m2
BaRA: 10,85 m2
KTA: 12,00 m2
LRA: 28,00 m2
MBRA: 20,00 m2
BRA: 14,00 m2
MBRA: 21,00 m2
BRA: 15,00 m2
BRA: 14,00 m2
MBRA: 21,00 m2
MBRA: 20,00 m2
BRA: 14,00 m2
MBRA: 21,00 m2
BRA: 15,00 m2
BRA: 14,00 m2
MBRA: 21,00 m2
Design CriteriaSunlight Entry
Natural HeatingDaylight Entry
Overheating prevention
Floorplan efficiency
++
++++
- EntranceBathroomKitchenBedroomLivingroom
Legend
Balcony
Natural ventilation +
Intergration in structure 0
!"##$%&"'(
!"#$%&''(%)*+,%"+$%+,%-+$./0-$.%'(#-,.+1',2%$#3%+)+(.4-,.$%)-(%&''(%+,5%."-%6-(17+*%.(+,$)'(.%',%."-%,'(."%$#5-8%!"-%$'9."'(#-,.+.-5%+.(#94%#$%$-)+(+.-5%#,%$-6-,2%:'9(%$.'(#-$%"#;"%+.(#+%0"#7"%7(-+.-%4'5-(,%7'9(.<+(5$8%=,%-6-(<%:'9(."%&''(%7+,%+%)9>*#7$)+7-%>-%7(-+.-5%0#."%5#?-(-,.%@9+*#1-$8%A$%#,%+%)+(B%(-7(-+1',%$)+7-%:'(%-6-(<',-%7+,%-3#$.%#,%."#$%>9#*5#,;8%C'9,;%'(%'*52%4'5-(,'(%.(+5#1',+*2%+716-%'(%@9#-.%."-(-%#$%+%5(<%+,5%0+(4%4--1,;%)*+7-%:'(%-6-(<%7"+(+7.-(8
!"-%"'9$-$%+(-%.9(,-5%DE%5-;(--$%7'4)+(-5%.'%."-%;(#5%+,5%"+6-%+%$'9."/-+$.%'(%$'9."/0-$.%'(#-,.+1',8%F,%."#$%0+<%4'(-%0#,.-(%$9,*#;".%7+,%-,.-(+,5%0+(4%."-%"'9$-$8%A*%."-%"'9$-$%7',,-7.%#,%."-%7'(,-($2%."#$%#$%0"-(-."-%7',,-71',%)'#,.$%0#**%>-%(-+*#$-58
DATE:01-06-11Building Physics: Mass study two
BY: P. KOELEWIJN & H. VAN LAAR 22
!"#$%&'()#(*+,,%-
!"#$%&#'())&*#$%&#+&",-.,/"#01--2*/)#$%&#/($'14"5#6%&7*/8&''#1'#*&+&*'&4#2&8.('&#$%&#.1*1"#$%&#.$*1.#01--#2&#$//#%/$5#6%&)&8%."18.-#+&",-.,/"#01--#2-/0#1"$%&#/77/'1$)*&8,/"#$/#7($#.1*#1"$%&#.7.*$)&"$5#6%*/(9%#$%&#'$.8:&;&8$#$%&#.1*#01--#2&#*&)/+&4#+1.$%&#.$*1()5#6%1'#.$*1()#01--#2&'$*/"9-<#+&",-.$&4#1"#'())&*#'/#1$01--#3&&-#*&-.,+&-<#8//-5
=1;&*&"$#7*/2-&)'#.*&#'/-+&4#2<41+141"9#/"&#-.*9&#.$*1()#1"$/'&+&"#').--&*#.$*1.#/3#&.8%#3/(*'$/*1&'#%19%5#!"#$%&#'())&*#$%&'$.8:#&;&8$#01--#2&#-&''#'/#$%&*&01--#"/$#2&#$//#)(8%#01"4#/"#$%&(77&*#>//*'5#?/*&/+&*@#$%&*')/*&#'7.8*&.$&4#$%.$#8."#2&('&4#3/*#'/81.-#7(*7/'&'#'(8%#.')&&,"9#7-.8&'@#9.*4&"'#."47-.<9*/("4'5#6%&#*&'14&"$'#%.+&$%&1*#/0"#+&*,8.-#7.*:#0%&*&#$%&<8."#*&8*&.$"#$%&1*#-&1'(*&5
=&'71$&#$%.$#$%&#'$.8:#&;&8$#1'*&4(8&4#2<#2*&.:1"9#$%&#.$*1()$%*/2-&)#/3#0*/"9#.1*#>/0#01--*&).1"5#A"#14&.-#".$(*.-+&",-.,/"#1'#"/$#*&.-1B.2-&2&8.('$#.-0.<'#4&7&"4'#/"+.*1.2-�&.$%&*#1">(&"8&'#'(8%.'#'("#."4#01"45#6%&#)/'$#'1)7-&'/-(,/"#1'#.#)&8%."18.-#.1*&C%.('$#."4#.#".$(*.-#.1*#'(77-<5
DATE:01-06-11Building Physics: Mass study two
BY: P. KOELEWIJN & H. VAN LAAR 23
! "#$%&'(!)$!*)$(&+
!"#$%&#'("$&)*#$%&#+,"#(-#.&)/#01'2"3#42"#5&"&$)2$&&5#("$1#$%&6,(03("78#9%<("3-#:,-$#6&3&-(7"&3#("#2#'2/#$%2$#$%&#-,"#42"&"$&)#$%,(03("7#("#$%&#%&2;"7-&2-1"#2"3#(-#6014<&3#("#$%&4110("7#-&2-1"8#!"#$%&#'("$&)#$%&2$)(,:#:,-$#6Ƒ-&3#-1#$%&2:6(&"$#2()#42"#1"0/#&"$&)#$%&2$)(,:#1"#-5&4(=4#-51$-8#9%(-#2()42"#=)-$#6)&%&2$&3#6&>1)&#($71&-#("$1#$%&#%1:&-8#9%&-$5024&#$1#6)("7#("#$%ဇ#2()#(-#2$$%&#$15#1>#$%$)(,:#-1#2"4()4,02;1"#1>#2()#'(00#6)&2$&38#!"$%(-#'2/#$%&#'2):#2"3#4103#2()#42"60&"3#6&?&)#-1#$%2$#$%&#%&2$#'(006&?&)#3(-$)(6,$&3#$1#$%&3(@&)&"$#252)$:&"$-8
DATE:01-06-11Architectural: Mass study three
BY: P. KOELEWIJN & H. VAN LAAR 24
!"##$#%&'($%)*++
DATE:01-06-11Architectural: Mass study three
BY: P. KOELEWIJN & H. VAN LAAR 25
N
A B C D E F
1
2
3
4
5
6
7
G
42,2°
65,1°
12,9
°
Fire screen
Fire screen
Fire screen
!"##$%&"'#()(*"***
GRA: 1.164,26 m2
4 Story videA: 132,96 m2
Smoke sluiceA: 4,50 m2
Smoke sluiceA: 6,00 m2
InstallationsA: 2,20 m2
InstallationsA: 1,50 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LiftA: 4,00 m2
LiftA: 4,40 m2
LiftA: 4,00 m2
Fireman liftA: 4,40 m2
BRA: 14,00 m2
MBRA: 24,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
Design CriteriaSunlight Entry
Natural HeatingDaylight Entry
Overheating prevention
Floorplan efficiency
+++
++++
+Natural ventilation +
EntranceBathroomKitchenBedroomLivingroom
Legend
BalconyIntergration in structure -
!"##$%&"'(
+,-./0112/3456/,5./56/75.89:7.8/12-7685;16/:-8,/167/53528<768/16/8,7/6128,/.-=7"/+,7/.1>8,/12-768587=/582-></-./.7352587=/-6.7?76@/A1>2/.812-7./,-B,/582-5/:,-C,/C27587/<1=726/C1>28D52=."/+1/13;<-E7/658>254/,75;6B@/8,7/53528<768/>6-8./8>267=/&*/=7B277.81/C58C,/<127/:-6872/.>6/56=/F41CG/<127/.><<72/.>6"/H/2-.-6B/12/.-6G-6B/.><<72/.>6/-./,52=/81/F1CG/F>8/54.1/618/?72D/:52<"I,76/-8/275C,7./8,7/.5<7/56B47/5./8,7/12-7685;16/1A/8,7/53528<768./-8/-./54275=D/?72D/,-B,/56=/75.D/81/F41CG"/+1/B78/<127/.>64-B,8-6/8,7/6128,726/>6-8./8,7D/527/345C7=/<127/1>8.-=7/8,7/.82>C8>27"/+,7/.1>8,726/>6-8./345C7=/<127/-681/8,7/.82>C8>27/81/327?7681?72,75;6B"
+,7/F4>7/4-67./.,1:/-6/:,-C,/56B47/8,7/.>6/.,-67./16/8,7/A5J5=7/1A/8,7<1.8/6128,726/>6-8"/+,7/.>6/.,-67./7K5C84D/&/,1>2./56=/L#/<-6>87./16/8,7<-==47/1A/8,7/>6-8/A5J5=7/16/8,7/(M8,/1A/N7C7<F72"/+,7/=7B277/C-2C47/-.A21</8,7/B767254/.>6/.8>=D@/8,7/27=/4-67/.,1:./8,7/12F-8/1A/8,7/.>6"
DATE:01-06-11Building Physics: Mass study three
BY: P. KOELEWIJN & H. VAN LAAR 26
! !"#$%&'(&%#)*
"#$%&'#!()#!%(*+&,!+'!$-.'#/!0+()%!(*%1'2%*#1(!3%$%/#!()#*#!0+--!4#,%15!/%5!%1/!'&1-+6)(!+1'+/#7!84*+6)(!.2#1!'2%$#!+'!*#%-+9#/0+().&(!1#6%:;#!0#%()#*+1<$#'!'&$)!%'!*%+1=!0+1/!%1/'1.07
>)#!'.$+%-!'2%$#'!0+--!4#/#$.*%(#/!%$$.*/+16!(.!()#*#6+.1%-!'(5-#'7!?+@#!+1!#1:*#-5A)+1%!6%*/#1'!%1/!2%*@'!+1!()#B+$)&%1!2*.;+1$#=!%*#!%!-%*6#!2%*(.3!()#!$&-(&*#7!>)#'#!'.$+%-!2-%$#'%*#!;#*5!+,2.*(%1(!3.*!()#!A)+1#'#2#.2-#7
>)#!2%*@'!%*#!()#!,##:16!2-%$#'.3!A)+1%=!)#*#!$.,#'!()#!$.,,.12#.2-#!(.6#()#*7!C.&16!$.&2-#'3%--!+1!-.;#=!.-/#*!2#.2-#!2-%5+16(*%/+:.1%-!6%,#'!%1/!#;#*5!/%5#%*-5!+1!()#!,.*1+16!+'!(%+D+2*%$:$#/7!>)#!A)+1#'#!6%*/#1'%*#!%!2-%$#!(.!*#-%E=!%!2-%$#!(.3.*6#(!()#!/%+-5!-+3#!%1/!(.!4#$.,#.1#!0+()!1%(&*#!F'##!A)+1#'#6%*/#1'G7
>)#'#!'.$+%-!'2.('!+1!()#*#'+/#1:%-!+'!%!-&E&*5!()%(1.0%/%5'!.1-5!$%1!4#!%H.*/!45()#!#E(*#,#-5!*+$)7!I1!()+'!0%5=!()+'2+#$#!.3!$&-(&*#!+'!6+;#1!4%$@!(.()#!A)+1#'#!2#.2-#7!>)+'!2+#$#!.3$&-(&*!)%'!4#$.,#!-#''!%1/!-#'''+1$#!()#!*+'#!.3!()#,./#*1+'%:.17!J.1#5!)%'4#$.,#!,&$)!,.*#!+,2.*(%1(()%1!(*%/+:.17!K.*(&1%(#-5!()#A)+1#'#!*#%-+'#!,.*#!%1/!,.*#()%(!,.1#5!+'!1.(!,.*#!+,2.*(%1(()%1!$&-(&*#!%1/!(*%/+:.17
L1-+@#!4&+-/+16'!%1/!,%15!(.&*+'(%M*%$:.1'=!6%*/#1'!%1/!2%*@'!%*#*#'2#$(#/7!>)#'#!%*#!0#--,%+1(%+1#/!%1/!,.'(-5!1.(2.--&(#/7
DATE:01-06-11Building Physics: Mass study three
BY: P. KOELEWIJN & H. VAN LAAR 27
! "#$%&'&!()*+&%'
!"#$%&%'()*+%$&')*%')',-*.'-,')*/)$+'0%*%'1*%)/%+'#$'/"%'&).%'0)2)&'3)#$4$(&')$+'3-%.&'5'/"#&'0)&/"%'&-51)66%+'73-%41'()*+%$87'9"%+%&#($'-,'!"#$%&%'()*+%$&'0)&'/-3*-:#+%')'&3#*#/;)6';/-3#)',-*3%-36%'/-'1-$$%1/'0#/"'$)/;*%<'/-1-.%'=)1>'/-'-$%?&'#$$%*'"%)*/<'/-1-.%'=)1>'/-')$1#%$/'#+%)6#&.8
!"#$%&%'()*+%$&')*%')'&3#*#/;)6&"%6/%*',-*'3%-36%<')'36)1%'0"%*%/"%2'1-;6+'=%',)*')0)2',*-.'/"%#**%)6'&-1#)6'6#:%&<')$+'16-&%'/-'/"%)$1#%$/'0)2'-,'6#,%<'/"%#*'/*;%&%6:%&<')$+'$)/;*%8'9"#&'0)&')$%&1)3%',*-.'/"%',*;&/*)4-$')$++#&)33-#$/.%$/'-,'/"%'3-6#41)63*-=6%.&'#$'!"#$)8
9"%2';&%+'36)$/&')&'&2.=-6&8@).=--'0)&';&%+'#$'%:%*2/*)+#4-$)6'!"#$%&%'()*+%$8'9"#&'#&=%1);&%'=).=--'*%3*%&%$/&')&/*-$('=;/'*%#%$/'1")*)1/%*8AB%$'3#$%'#&';&%+'/-'*%3*%&%$/6-$(%:#/2<'3%*&#&/%$1%<'/%$)1#/2)$+'+#($#/28'9"%'6-/;&'#&';&%+'/-&2.=-6#C%'3;*#/28'9"%'D-0%*#$(36;.'#&'-$%'-,'/"%'.-&/'#.3-*/)$/)&3%1/&'-,')'!"#$%&%'()*+%$<'#/*%3*%&%$/&'*%$%0)6')$+'&/*%$(/"-,'0#668'E6-0%*#$('3%)1"%&')*%(*-0$',-*'&3*#$('1-6-*<')$+'&0%%/-6#:%')&'0%668'9"%'1"*2&)$/"%.;.#&';&%+'/-'&2.=-6#C%'&36%$+-*')$+6;&/%*8'F%-$#%&'&2.=-6#C%'0%)6/")$+'=)$)$)'/*%%&')*%';&%+'&#.362,-*'/"%'&-;$+'/"%2'.)>%'#$'/"%=*%%C%8
DATE:01-06-11Architectural: Selection
BY: P. KOELEWIJN & H. VAN LAAR 28
A B C D E F
1
2
3
4
5
6
7
G
42,2°
65,1°
12,9
°
Fire screen
Fire screen
Fire screen
!"##$%&"'#()(*"***
GRA: 1.164,26 m2
4 Story videA: 132,96 m2
Smoke sluiceA: 4,50 m2
Smoke sluiceA: 6,00 m2
InstallationsA: 2,20 m2
InstallationsA: 1,50 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LiftA: 4,00 m2
LiftA: 4,40 m2
LiftA: 4,00 m2
Fireman liftA: 4,40 m2
BRA: 14,00 m2
MBRA: 24,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
0 + - -0 +++ + ++ ++ -+ 0
++ + ++ ++ ++ -
Mass 1Mass 2Mass 3
Sunl
ight
Natu
ral H
eatin
g
Dayli
ght
Ove
rhea
ting
prev
entio
nFl
oorp
lan
effic
ienc
y
Natu
ral v
entila
tion
Inte
rgra
tion
in s
truct
ure
++
! "#$%&'!()%*#)%+
+,-./012.0234-.52-063,708-0923:253;-2:7563012.28.9<-8./=.5->?./702@39<2:-6-,.52?0;07@0"2A.=<26.,3.B5-230C?-0=-:29<-2D7,87D29<-2=?,6-"2E029<3:2D7,8?5.29<-2?0;07@02.,-24-:310F2:?:9.30.B3539G.042:9,?=9?,-F2971-9<-,29<-G2136-29<-27?9=78-27D29<-2D7,8?5."
E029<-28.::2:9?43-:2:78-243H-,-0924-:310:2.,-2=,-.9-4F2-.=<2@39<43H-,-092I,7:2.042=70:"2J<-24-:3102=,39-,3.2.,-2?:-42D7,28.;30129<-K0.524-=3:370"
L?0531<9
E029<-2+<30-:-2=?59?,-243,-=92:?0531<923029<-2<7?:-2<31<5G26.5?-43::?-"2J<-28.:9-,2B-4,7782.0429<-25363012,7782:<7?542=.9=<2.2D-@<7?,:27D2:?0531<927029<-2(M9<27D2N-=-8B-,"2J<3:2?0@,3O-02,?5-23:38I7,9.092B?920792.28?:92@<-029<-2B?35430123:2I,7634-427D2.<-./012:G:9-8"2 N.G531<9
P.9?,.52531</012,-4?=-:2-5-=9,3=.52531</012.042.5:72=7753012-0-,1G=70:?8I/702=.?:-42BG2531</012->?3I8-09Q:"2 P.9?,.52R-./01
J72:.6-2-0-,1G2302702<-./012:?0531<92=.02B-2?:-42D7,20.9?,.5<-./0127D29<-2.3,2.042:?,D.=-:23029<-2B?354301"2J<-21,--0<7?:--H-=92=,-.9-423029<-2.9,3?82S70-2I,7634-:22I,-<-.9-426-0/5./70.3,2D7,29<-28.302B?354301"2 T6-,<-./012U,-6-0/70
J72=,-.9-2.02-0-,1G2-V=3-092B?354301276-,<-./0123:2.0238I7,9.09=.,-"2+7752.2B?3543012302:?88-,27W-02=7:9:287,-2-0-,1G29<.0@.,82392302@309-,"2X-=.?:-27D29<-2<31<2.5/9?4-2302:?88-,29<-2:?03:2-.:G2972B57=;27029<-283445-27D29<-24.G"2J<-2,3:3012:?02.042:30;301:?02.,-28?=<2<.,4-,2972B57=;2@39<7?92B57=;30129<-2@309-,2:?0"2 P.9?,.526-0/5./70
Y-0/5./7023:2.0238I7,9.0923::?-23029<-24-:3103012I,7=-::"2Z<-00.9?,.526-0/5./7023:2I7::3B5-2870-GF28.9-,3.52.042-0-,1G23:2:.6-47026-0/5./702:G:9-8:"2T05G23923:26-,G243V=?592972I,767;-2.=78D7,9.B5-20.9?,.526-0/5./702@39<302.2B?354301"2[027W-02?:-4=78I,783:-23:29<-2=78B30./7027D20.9?,.52.28-=<.03=.526-0/5./70"2 \577,2I5.02AV=3-0=G
+70:34-,2=7:92.042,-6-0?-:29<-2,./72B-9@--02,-09.B5-2C77,2.,-..042979.52C77,2.,-.28?:92B-2D.67?,.B5-"2[2<31<2,.9-27D2,-09.B5-C77,2.,-.23:2I7:3/6-2D7,29<-2-V=3-0=G27D29<-2B?354301"2 E09-1,./702302:9,?=9?,-
J<-234-.527D2.2979.55G2D,--25.G7?92:9,?=9?,-23:2.0238I7::3B5-24,-.8"P-6-,9<-5-::2:<7?542B-29,3-42972.II,7.=<29<3:2 34-.52 [email protected]"2[2=706-03-092C77,2I5.023:2I.,.55-527029<-2:9,?=9?,-21,34"
+++0---
,#-#(./'
L?0531<923:2=70:34-,-42.:270-27D29<-287:9238I7,9.0924-:310=,39-,3."2[59<7?1<29<-2.I.,98-09:2@3552B-2I,7634-42@39<2.2<-./01:G:9-8F2+<30-:-2I-7I5-2I,-D-,2972<.6-243,-=92:?0531<923029<-<7?:-"
J71-9<-,2@39<2:?0531<9F20.9?,.52<-./012.04276-,<-./01I,-6-0/702.,-2=70:34-,-42.:29<-287:9238I7,9.0924-:3102=,39-,3."J72=,-.9-2.2=78D7,9.B5-25363012-063,708-092@39<7?92-0-,1G1?SS5301230:9.55./70:2?:3012I.::36-2-0-,1G23:2.28?:9"2X-:34-:@.,83012-0-,1GF2=7753012-0-,1G23:2.0238I7,9.092D.=97,"2+7753012.B?3543012@39<7?92?:30128?=<2-0-,1G23:2.243V=?5929.:;"2J72.673476-,<-./01F29<-2:?028?:92B-2B57=;-423029<-2:?88-,"
].::2&23:29<-287:927I/83S-42.042?:-D?526.,3.0927D29<-29<,--"2E09<3:28.::2:9?4G2#^!27D29<-2.I.,98-09:2=.9=<-:287,-29<.029<,--7?,:2:?0531<927029<-2:<7,9-:924.G27D29<-2G-.,"2T029<-25701-:924.G7D29<-2G-.,29<-2:?023:2-.:G2972B57=;"
J<-2.9,3?827029<-2:7?9<2:34-23:2:-I.,.9-42302:-6-0=78I.,98-09:"2A.=<2D7?,9<2C77,2=.02<.6-239:27@02=<.,.=9-,3:/=874-,02=7?,9G.,42@39<2.28--/012I5.=-F2I5.G1,7?0427,21.,4-0"Z<35-2I,76343012=788?03=./702B-9@--02:97,3-:F2.9,3?82D7,8:=78D7,9.B5-2B?H-,2S70-:2B-9@--0230477,2.0427?9477,-063,708-09"2E02@309-,2:?0531<92-09-,:2D.,2309729<-2B?3543012.04@.,8:29<-2309-,37,2.3,2.042:?,D.=-:"2J<3:2.3,2=.02B-2?:-42.:I,-<-.9-426-0/5./702.3,2D7,29<-25363012.,-.:"
J<-2D.=929<.929<3:2C77,2I5.0247-:20792D7557@29<-2530-:27D29<-21,34F3923:287,-243V=?592972309-1,.9-29<-2?039:23029<-2:9,?=9?,-"2J<-4-63.092D7,827D29<3:26.,3.092D7,=-429724-6-57I2.287,-2C-_3B5-:?:I-0:3702D7,29<-2?039:"2ED29<-2B?354301257:-:29<-2D?0=/7023923:-.:G2972,-4-6-57I29<-2:9,?=9?,-"
J<-2,./72B-9@--02,-09.B5-2C77,2.,-.2.042979.52C77,2.,-.23029<3:C77,2I5.023:2.587:92M*`287,-29<.029<-2K,:929@728.::2:9?43-:"
DATE:01-06-11Building Physics: Mass study three
BY: P. KOELEWIJN & H. VAN LAAR 29
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./0&80&1:7&.:8;17.1&263&89&1:7&376;@&G8;78<7;&1:4.&.1/23&.:8L.&1:61&1:7&L4017;&./0&D60
76.4>3&7017;&277B&40&4018&1:7&:8/.7.@&-&D6;79/>&>88N&80&1:7&8/1D857&17>>.&1:61&08&E4=
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P7.427.&9/;1:7;&.1/247.F&1:4.&B;82/D1&4.&E6.4D2616&98;&>617;&5627&./0&;7>6172&27.4=027D4.480.@
DATE:01-06-11Architectural: Mass study three
BY: P. KOELEWIJN & H. VAN LAAR 30
A B C D E F
1
2
3
4
5
6
7
G
Fire screen
Fire screen
Fire screen
!"##$%&"'#()(*"***
GRA: 1.164,26 m2
4 Story videA: 132,96 m2
Smoke sluiceA: 4,50 m2
Smoke sluiceA: 6,00 m2
InstallationsA: 2,20 m2
InstallationsA: 1,50 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LiftA: 4,00 m2
LiftA: 4,40 m2
LiftA: 4,00 m2
Fireman liftA: 4,40 m2
BRA: 14,00 m2
MBRA: 24,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
!"#$%#$&'"#$($)*+%,--./%*0%(,++%+*'1/%*2#$$3
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·! +37>,:.7,A1,.21?088AI1.:1?9,.27,?31,:C1?/4@31?A0.73"·! J0/G321451623/,:1A.H?;1 1 )1<$**1/(1 1 1 1 <1 1 1 1 1 1 <$**1/(1K1F$**/(1 1 1 (1 1 1 1 1 1 L11F$**1/(1 1 1 1 &·! M.231,A,2/1.:17422.C42"·! N=331.:C383:C3:913?7,831?9,.27,?3?"
DATE:01-06-11Building Physics: Mass study three
BY: P. KOELEWIJN & H. VAN LAAR 31
!"#$%&'(#$")*'+*,-'.$/.
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;8/'()$(,/%/'-"2/*/$%'-/$/"%8'%8/'/$9,/'0.)%'",/"C#..'#$21."%/'%8/'/",%8'-/.)C'C8#(8'(,/"%/'"'0/,+/(%&,)1$3'8/"%'2)1,(/'+),'%8/'C8)./'"0",%*/$%()*0./Q6'H'(/$%,".'(.)2/3'.))0'252%/*R'C"%/,'C#%8"$9+,//S/'2).19)$'#2'(#,(1."%/3'%8,)1&8'0."29('0#0/21$3/,'%8/'&","&/6'D1,#$&'%8/'C#$%/,<'%8/'T1#3()../(%2'8/"%'+,)*'%8/'/",%8'"$3'(",,#/2'#%'#$%)'"..'%8/-1#.3#$&26'D1,#$&'%8/'21**/,<'%8/'252%/*',/E/,2/2#%2/.+'%)'()).'%8/'-1#.3#$&'-5'01..#$&'8/"%'+,)*'%8/-1#.3#$&2'"$3'2#$P'#%'#$'%8/'&,)1$36
DATE:01-06-11Building Physics: Mass study three
BY: P. KOELEWIJN & H. VAN LAAR 32
heat pump
Ambientair > 23°C
Ambientair < 15°C
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C)D-"$1#-(/"1)("21*"5-"2%%4-3"%("0-1#-3"5,"#0-"-*-(+,"'#%(-3")*"#0-"+(%6*3:"E6()*+#0-"$)*#-("#0)'"','#-."21*"8(%=)3-"#0-"1#()1"$)#0"8(-0-1#-3"1)(:
E6()*+"#0-"2%%4)*+"'-1'%*"1.5)-*#"1)("4%''-'"0-1#")*"#0-"+(%6*3"1*3"4-3"3)(-2#4,")*#%#0-"0%6'-':"!"'06W4-"=14=-")*"#0-"','#-."54%2D'"#0-"$1,"#%"#0-"1#()1"1*3"%8-*'"#0-$1,")*#%"#0-"181(#.-*#':
X')*+"+(%6*3"-*-(+,")'"1"=-(,"-G2)-*#"$1,<%("2%%4)*+"1*3"0-17*+"1"56)43)*+:"90-13=1*#1+-'"%<"#(13)7%*14"21=-"0%6'-'"1(-4)#-(144,"86#")*#%"1".%3-(*"56)43)*+:"90-'6(<12-"(-.1)*'"6*#%620-3"1*3"21*"'-(=-<%("(-2(-17%*14"86(8%'-'/"#0-"1(20)#-2#6(143-')+*")'"*%#"'8%)4-3"$)#0")*-G2)-*#"1)(2%*3)7%*-('"01*+)*+"%*"#0-"$144: PR°CPR°C
DATE:01-06-11Structure: Structural Design
BY: P. KOELEWIJN & H. VAN LAAR 33
The further you are from the storm, the longer it will take between the lightning and the thunder. P waves are like the lightning, and S waves are like the thunder. The P waves travel faster and shake the ground where you are first. Then the S waves follow and shake the ground
also. If you are close to the earthquake, the P and S wave will come one right after the other, but if you are far away, there will be more time between the two. By looking at the amount of time between the P and S wave on a seismogram recorded on a seismograph, scientists can tell how far away the earthquake was from that location. However, they can’t tell in what direction from the seismograph the earthquake was, only how far away it was. If they draw a circle on a map around the station where the radius of the circle is the determined distance to the earthquake, they know the earthquake lies somewhere on the circle. But where? Scientists then use a method called triangulation to determine exactly where the earthquake was (figure 6). It is called triangulation because a triangle has three sides, and it takes three seismographs to locate an earthquake. If you draw a circle on a map around three different seismographs where the radius of each is the distance from that station to the earthquake, the intersection of those three circles is the epicenter! Can scientists predict earthquakes? No, and it is unlikely they will ever be able to predict them. Scientists have tried many different ways of predicting earthquakes, but none have been successful. On any particular fault, scientists know there will be another earthquake sometime in the future, but they have no way of telling when it will happen.
like a puzzle covering the surface of the earth. (figure 3) Not only that, but these puzzle pieces keep slowly moving around, sliding past one another and bumping into each other. We call these puzzle pieces tectonic plates, and the edges of the plates are called the plate boundaries. The plate boundaries are made up of many faults, and most of the earthquakes around the world occur on these faults. Since the edges of the plates are rough, they get stuck while the rest of the plate keeps moving. Finally,
when the plate has moved far enough, the edges unstick on one of the faults and there is an earthquake. Why does the earth shake when there is an earthquake? While the edges of faults are stuck together, and the rest of the block is moving, the energy that would normally cause the blocks to slide past one another is being stored up. When the force of the moving blocks finally overcomes the friction of the jagged edges of the fault and it unsticks, all that stored up energy is released. The energy radiates outward from the fault in all directions in the form of seismic waves like ripples on a pond. The seismic waves shake the earth as they move through it, and when the waves reach the earth’s surface, they shake the ground and anything on it, like our houses and us! (see P&S Wave inset) How are earthquakes recorded?
Earthquakes are recorded by instruments called seismographs. The recording they make is called a seismogram. (figure 4) The seismograph has a base that sets firmly in the ground, and a heavy weight that hangs free. When an earthquake causes the ground to shake, the base of the seismograph shakes too, but the hanging weight does not. Instead the spring or string that it is hanging from absorbs all the movement. The difference in position between the shaking part of the seismograph
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DATE:01-06-11Structure: Structural Design
BY: P. KOELEWIJN & H. VAN LAAR 34
Foundation base isolation
structure Generally adopted middle-story isolated
structure Middle-story isolated structure with
untuned mass damper effect
Upper structure
Isolation layer
Upper structure
Isolation layer
Lower structure
Upper structure
Isolation layer
Lower structure
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DATE:01-06-11Structure: Structural Design
BY: P. KOELEWIJN & H. VAN LAAR 35
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DATE:01-06-11Structure: Structural Design
BY: P. KOELEWIJN & H. VAN LAAR 36
Structure type Fi
re re
sist
ance
(120
min
.)
Pipi
ng in
tegr
atio
n
Con
stru
ctio
n sp
eed
Det
acha
ble
Recy
clab
le
Eart
hqua
ke p
erfo
rman
ce
Pric
e
Wei
ght m
ater
ial
Dur
abili
ty
Steel -- -- ++ ++ ++ + 0 ++ 0 Concrete cs ++ ++ -- -- 0 -- ++ -- ++
Concrete pr ++ ++ ++ - 0 -- + -- ++
!
Mas
s
Fire
resi
stan
ce
Larg
e flo
or s
pan
Bui
ldin
g sp
eed
Det
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Wor
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Pipi
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tegr
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Fini
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ersi
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Eart
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Floo
r rec
ess
App
licab
ility
with
ste
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Concrete floor -- ++ + -- -- - -- + + -- + --
Hollow core floor - + + + -- - 0 - + -- 0 ++
Composite slab 0 ++ + -- -- - -- -- -- -- + ++
!
ESE Strategieën voor het economisch ontwerpen van staalskelet gebouwen in Europa
11
Tabel 3.1 Gebruikelijke belastingen in woongebouwen
Belastingtype Gebruikelijke waarde (kN/m2)
Opgelegde belastingen:
Verblijfsgebieden 1,5 tot 2,0
Gangen en gemeenschappelijke ruimtes 3
Commerciële ruimtes 2,5 tot 4
Scheidingswanden (lichtgewicht) 0,5 tot 1,0
Eigen gewicht:
Lichte stalen wanden 0,5 tot 1,0
Staalplaat-betonvloer 2,5 tot 3,5 Kanaalplaatvloer 2,5 tot 4
Belastingen op constructies zijn geregeld in NEN-EN 1991 Eurocode 1 Belastingen. Aanbevolen waarden voor eigen gewicht en opgelegde belastingen worden gegeven in deel 1-1 en de belastingen bij brand in deel 1-2. Belastingen tijdens de uitvoering zijn te vinden in paragraaf 1-6.
3.2.2 Samengestelde liggers met staalplaat-betonvloer Samengestelde liggers met staalplaat-betonvloeren worden veel gebruikt in staalconstructies. Samengestelde liggers zijn liggers ontworpen om constructief samen te werken met een staalplaat-betonvloer door middel van deuvels gelast op de bovenflens. De betonnen vloer en de stalen liggers hebben gezamenlijk een hogere sterkte, stijfheid en overspanning vermogen dan afzonderlijk. De staalplaat dient als permanente bekisting en wapening voor de betonvloer. Het ontwerp van de staalplaat is afhankelijk van de overspanning tussen de liggers onderling en de diepte van de betonvloer maar is voornamelijk bepaald door de belastingen tijdens de montagefase (gewicht van het niet-verharde beton, de monteurs en toebehoren).
Afbeelding 3.5 Staalplaat-betonvloer en samengestelde randligger (wapeningsnet
weggelaten t.b.v. leesbaarheid)
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DATE:01-06-11Structure: Structural Design
BY: P. KOELEWIJN & H. VAN LAAR 37
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0 ++ + -- -- - -- -- -- -- + ++ ++
IDES ++ - 0 + 0 0 + ++ + 0 + - ++ INFRA+ ++ + + + + 0 + ++ + 0 + + ++ !!
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[[ 55 ]]
Laagdiktes
Systeem E is een zeer dunne coating die desondanks aaneen hoge brandwerendheids kan voldoen. Hieronder ziet utwee voorbeelden van laagdiktes bij profielfactor 80. Vooreen berekening van de vereiste laagdikte in uw situatiekunt u contact opnemen met een technisch medewerker.
Werking
Bij een temperatuur tussen 180 °C en 230 °C vindt eenserie reacties plaats. Hierbij reageren de katalysator en depolyol, waarbij een condensatiereactie plaatsvindt. Deproducten die hieruit ontstaan reageren op hun beurtweer op de melamine. Die vormen een dikkebeschermende driedimensionale koollaag. Tevens komen‘blowing agents’ vrij, welke effectief dienst doen alswarmteweerstand en doordat de hars een stevige huidvormt over de uitgroeiende schuimlaag, geeft dit de laagessentiele stijfheid.
Applicatie
Systeem E bestaat uit een twee componenten. Direct voorapplicatie wordt de epoxy-component gemengd met depolyamide-component. Deze reageren met elkaar envormen zo de coating die binnen een bepaalde tijd moetworden aangebracht (bijvoorbeeld bij 10 °C 20 minuten).De chemische samenhang van het product resulteert ineen zeer sterke coating en zorgt zodoende voor de hogebestandheid tegen extreme invloeden.
Applicatie van Systeem E dient te gebeuren metbeschermende werkkleding. Ook raden wij aan om eenveiligheidsbril te gebruiken. Sommige mensen kunnen eenallergische huidreactie ontwikkelen na aanraking metepoxy. Applicatie dient op zo een manier te gebeuren datzo min mogelijk mensen worden blootgesteld aan deepoxy. In het geval van huidirritaties en dergelijke kunt uwater en zeep gebruiken voor de reiniging.
Spuitapplicatie dient te worden gedaan volgens de eisenvan de fabrikant van de spuitapperatuur en deveiligheidsvoorschriften van Multifire International BV.Spuiten gebeurt door middel van hoge druk en ongevallenveroorzaakt door vloeistoffen onder deze druk kunnenzeer ernstig zijn. Bij ongevallen direct medische hulpzoeken.
Ondersteuning
Onze technische adviseurs staan klaar om vragen tebeantwoorden over specificaties, productkeuze enselectie, gedetailleerde verwerkingstechnieken, mogelijkeproblemen en gebruiksomstandigheden.
MMuullttiiffiirree SSyysstteeeemm EE bbiijj pprrooffiieellffaaccttoorr 8800
EEiiss bbrraannddwweerreennddhheeiidd iinn mmiinnuutteenn 30 60 90 120 180
DDrrooggee llaaaaggddiikkttee ((mmmm)) 4.0 5.0 8.0 11.0 18.0
VVeerrbbrruuiikk ((kkgg//mm22)) 4.44 5.55 8.88 12.21 19.98
MMuullttiiffiirree SSyysstteeeemm EE bbiijj pprrooffiieellffaaccttoorr 113300
EEiiss bbrraannddwweerreennddhheeiidd iinn mmiinnuutteenn 30 60 90 120 180
DDrrooggee llaaaaggddiikkttee ((mmmm)) 4.0 6.0 10.0 15.0 23.0
VVeerrbbrruuiikk ((kkgg//mm22)) 4.44 6.66 11.1 16.65 25.53
EEiiggeennsscchhaappppeenn CCoommppoonneenntt AA ccoommppoonneenntt BB
CChheemmiisscchhee aaaarrdd Epoxy Polyamide
KKooookkppuunntt > 100 °C > 150 °C
OOpplloossbbaaaarrhheeiidd ((iinn wwaatteerr)) zeer laag volledig
DDaammppssppaannnniinngg < 10 Pa (20 °C) < 130 Pa (20 °C)
UUiitteerrlliijjkk Vloeibare pasta Vloeibare pasta
GGeeuurr geen Amine-achtig
DDiicchhtthheeiidd ((bbiijj 2255 °°CC)) 1.05 - 1.15 g/ml 0.85 - 0.95 g/ml
VVllaammppuunntt > 100 °C geen
VVlluucchhttiiggee bbeessttaannddssddeelleenn < 0.5 % geen
ZZuuuurrggrraaaadd ((ppHH)) circa 7 (10%) circa 9.5 (10%)
VViissccoossiitteeiitt 2 kPas (20%)
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DATE:01-06-11Structure: Primary structure
BY: P. KOELEWIJN & H. VAN LAAR 39
A B C D E F
1
2
3
4
5
6
7
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wind bracing∅508x20mm
wind bracing∅508x20mmthe units needs to movemore inside.For space betweenstructure and unit.
wind bracing∅508x20mm
wind bracing∅508x20mm
the units needs tomove more inside.
For space betweenstructure and unit.
GRA: 1.164,26 m2
4 Story videA: 132,96 m2
Smoke sluiceA: 4,50 m2
Smoke sluiceA: 6,00 m2
InstallationsA: 2,20 m2
InstallationsA: 1,50 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
EnA: 12,00 m2
BaRA: 10,00 m2
KTA: 12,00 m2
LRA: 28,00 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LiftA: 4,00 m2
LiftA: 4,40 m2
LiftA: 4,00 m2
Fireman liftA: 4,40 m2
BRA: 14,00 m2
MBRA: 24,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
BRA: 14,00 m2
MBRA: 24,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
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!"#$%"&'()"*+)*",'-./-0'1
DATE:01-06-11Structure: Primary structure
BY: P. KOELEWIJN & H. VAN LAAR 40
A B C D E F
1
2
3
4
5
6
7
G
wind bracing∅406,6x16mm
wind bracing∅508x20mm
wind bracing∅406,6x16mm
wind bracing∅406,6x16mm
wind bracing∅406,6x16mm
wind bracing∅508x20mm
GRA: 1.164,26 m2
4 Story videA: 132,96 m2
LRA: 125,82 m2
LRA: 116,40 m2
LRA: 104,42 m2
LRA: 125,82 m2
LRA: 116,40 m2
LRA: 104,42 m2
Smoke sluiceA: 4,50 m2
Smoke sluiceA: 6,00 m2
InstallationsA: 2,20 m2
InstallationsA: 1,50 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LiftA: 4,00 m2
LiftA: 4,40 m2
LiftA: 4,00 m2
Fireman liftA: 4,40 m2
MBRA: 24,00 m2
BRA: 16,00 m2
!"#$%&$'($)*#+,-./'+01,'+(2*+*$#(34*#(+$5*+#.66+/'*+78$9*-/##"76*1:2*+;/8<+/;+(2*+='"(+"#+'/(+#"<-6*+$'%+(2*#$<*1!">*8*'(+%*#")'?
@%&$'($)*#+,-./'+01A/8*+4"'%378$9*#+-/##"76*+/'+(2*'/8(23#/=(2+$5*
!"#$%"&'()"*+)*",'-./-0'1
DATE:01-06-11Structure: Primary structure
BY: P. KOELEWIJN & H. VAN LAAR 41
A B C D E F
1
2
3
4
5
6
7
G
wind bracing∅508x20mm
wind bracing∅508x20mm
wind bracing∅406,6x16mm
wind bracing∅406,6x16mm
wind bracing∅406,6x16mm
wind bracing∅406,6x16mm
GRA: 1.164,26 m2
4 Story videA: 132,96 m2
Smoke sluiceA: 4,50 m2
Smoke sluiceA: 6,00 m2
InstallationsA: 2,20 m2
InstallationsA: 1,50 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LRA: 218,43 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LiftA: 4,00 m2
LiftA: 4,40 m2
LiftA: 4,00 m2
Fireman liftA: 4,40 m2
LRA: 30,00 m2
KTA: 10,00 m2
BaRA: 10,00 m2
EnA: 10,00 m2
LRA: 217,99 m2
MBRA: 24,00 m2
BRA: 16,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
MBRA: 24,00 m2
BRA: 16,00 m2
!"#$%&$'($)*#+,-./'+01!*#")'+"#+23$')*%
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DATE:01-06-11Structure: Calculation
BY: P. KOELEWIJN & H. VAN LAAR 42
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'234;0236/8<0B36+30=;.E6740)0+4;2)6/0*4E4*0.1<)142H0);4902340[4P656*62H0.10<244*0)/702340<>,);41.;@0.102340[..;0=*)/D0"<0<3.B/06/02340;4<4);+3.104);23>,)?40;4<6<2)/205,6*76/8<\0)0<>,);401.;@3)<054X4;04);23>,)?40=4;1.;@)/+4D0"/70)[4P65*40@)24;6)*0+)/0<,;E6E40)/04);23>,)?404)<64;23)/0)05;6X*40@)24;6)*0*6?40+./+;424D
DATE:01-06-11Structure: Primary structure choice
BY: P. KOELEWIJN & H. VAN LAAR 43
A B C D E F
1
2
3
4
5
6
7
G
GRA: 1.136,21 m2
4 Story videA: 131,01 m2
Smoke sluiceA: 4,50 m2
Smoke sluiceA: 6,00 m2
InstallationsA: 2,20 m2
InstallationsA: 1,50 m2
Unit
UnitUnit
Unit
UnitUnit
Unit
LiftA: 4,00 m2
LiftA: 4,40 m2
LiftA: 4,00 m2
Fireman liftA: 4,40 m2
Beam S.1.(calculated)
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DATE:01-06-11Structure: Secondary structure
BY: P. KOELEWIJN & H. VAN LAAR 44
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DATE:01-06-11Structure: Secondary structure
BY: P. KOELEWIJN & H. VAN LAAR 45
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DATE:01-06-11Structure: Secondary structure
BY: P. KOELEWIJN & H. VAN LAAR 46
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DATE:01-06-11Structure: Secondary structure
BY: P. KOELEWIJN & H. VAN LAAR 47
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DATE:01-06-11Structure: Secondary structure
BY: P. KOELEWIJN & H. VAN LAAR 48
D-0
1D
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D-0
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steel deck floorfilled with sand
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DATE:01-06-11Architectural: Preliminary design
BY: P. KOELEWIJN & H. VAN LAAR 49
a c
A B C D
1
2
3
4
1.1
2.1
3.1
b
10.000
200
4.600
100
4.900
200
2003.100
1003.300
1003.000
200
10.000
200
5.800
100
3.700200
10.000
200
3.600100
1.800100
4.000200
200
6.500
1003.000
200
200
3.600100
1.800100
4.000200
200
6.500
1003.000
200
10.000
10.000
200
6.100
1003.400
200
200
6.000
1003.500
200
200
3.600100
2.100100
3.700200 10.000
200 5.550 100 3.950 200200 4.600 100 1.800 100 3.000 200
1.650 300 2.200100
2.200100
2.200 300 1.650
300
2.00
0300
650
100 2.
250
300
2.70
030
0 1.60
0
6.00
06.
000
6.00
06.
000
6.00
06.
000
12.0
0012
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12.0
00
11.000 12.000 11.000
5.500 5.500 6.000 6.000 5.500 5.500
1.010 5.500 5.500 1.650 4.350 4.350 1.650 5.500 5.500 1.010
830
6.00
05.
170
830
830
5.17
05.
170
830
830
5.17
06.
000
830
60°
30°
60°
30°
60°
30°
Lift
Installation
Installation
LiftLiftLift
Atrium
BathroomA:11,50 m2
BedroomA:13,65 m2
EntranceA:8,62 m2
Master bedroomA:19,03 m2
Living roomA:36,38 m2
Smoke sluiceA:6,00 m2
Smoke sluiceA:4,50 m2
BathroomA:11,10 m2
BathroomA:12,60 m2
BathroomA:12,60 m2
Master bedroomA:17,64 m2
Master bedroomA:18,30 m2
Master bedroomA:18,30 m2
BedroomA:12,21 m2
BedroomA:13,60 m2
BedroomA:13,60 m2
Living roomA:38,46 m2
Living roomA:34,94 m2
Living roomA:34,94 m2
EntranceA:9,68 m2
MB
EntranceA:9,61 m2
EntranceA:9,61 m2
MB
MB
BathroomA:11,10 m2
BathroomA:12,60 m2
BathroomA:12,60 m2
Master bedroomA:17,64 m2
Master bedroomA:18,30 m2
Master bedroomA:18,30 m2
BedroomA:12,21 m2
BedroomA:13,60 m2
BedroomA:13,60 m2
Living roomA:38,46 m2
Living roomA:34,94 m2
Living roomA:34,94 m2
EntranceA:9,68 m2
MB
EntranceA:9,61 m2
EntranceA:9,61 m2
MB
MB
MB
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DATE:01-06-11Architectural: Preliminary design
BY: P. KOELEWIJN & H. VAN LAAR 50
1.1
4.000200
3.000200
200
3.600100
1.800100
4.000200
200
6.500
1003.000
200
10.000
10.000
200
6.100
1003.400
200
200
6.000
1003.500
200
1.650 300
300
1.010 5.500 5.500 1.650
BathroomA:12,60 m2
Master bedroomA:18,30 m2
BedroomA:13,60 m2
Living roomA:34,94 m2
EntranceA:9,61 m2
MB
1.650 300 2.200100
2.200100
2.200 300 1.650
300
2.00
0300
650
100 2.
250
300
2.70
030
0 1.60
0
Lift
Installation
Installation
LiftLiftLift
Smoke sluiceA:6,00 m2
Smoke sluiceA:4,50 m2
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DATE:01-06-11Architectural: Preliminary design
BY: P. KOELEWIJN & H. VAN LAAR 51
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DATE:01-06-11Architectural: Preliminary design
BY: P. KOELEWIJN & H. VAN LAAR 52
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DATE:01-06-11Architectural: Preliminairy design
BY: P. KOELEWIJN & H. VAN LAAR 53
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DATE:01-06-11Architectural: Preliminary design
BY: P. KOELEWIJN & H. VAN LAAR 54
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DATE:01-06-11Architectural: Final design
BY: P. KOELEWIJN & H. VAN LAAR 55
+15.000
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+15.264
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20413 127 40
204
flexible draincover
HEB 600Fire resistanceboard 120min
Fire resistanceboard 120min
HEB 360
Aluminium siding
Air cavity
Water resistant andvapor permeable layer
Insulation 40mm
Steel frameInsulation 127mm
Vapor barrier
Plasterboard 12.5
Bearing filt
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DATE:01-06-11Architectural: Final design
BY: P. KOELEWIJN & H. VAN LAAR 56
b
C
2.1
3
A
a
B
c
D
1
1.1
2
3.1
4
BB
12.0
0012
.000
12.0
00
6.00
06.
000
6.00
06.
000
6.00
06.
000
12.000 12.000 12.000
6.000 6.000 6.000 6.000 6.000 6.000
204 5.592 100 3.900 204 2.799 7.400 2.800 204 3.900 100 5.592 204
204
6.49
210
03.
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2041.
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44.
100
100
2.79
210
03.
500 20
41.00
0 204
3.00
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06.
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1.500 10.000 500 12.000 500 10.000 1.500
1.50
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.000
500
500
11.0
0050
050
010
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1.50
0
Removable sail
Removable sail
Removable sail
Removable sail
Removable sailRemovable sail
Rem
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le s
ail
Rem
ovab
le s
ail
LIFT LIFTLIFT
LIFT
ISTALLATIONISTALLATION
Atrum
Livingroom38,15 m2
Kitchen10,33 m2
Bedroom13,12 m2
Master bedroom22,65 m2
Entrance hall8,59 m2
Bathroom14,12 m2
Livingroom38,15 m2
Kitchen10,33 m2
Bedroom13,12 m2
Master bedroom22,65 m2
Entrance hall8,59 m2
Bathroom14,12 m2
Livingroom38,15 m2
Kitchen10,33 m2
Bedroom13,12 m2
Master bedroom22,65 m2
Entrance hall8,59 m2
Bathroom14,12 m2
Livingroom26,00 m2
Master bedroom19,14 m2
Entrance hall13,04 m2
Bathroom9,00 m2
Bedroom13,65 m2
Kitchen6,80 m2
Livingroom26,00 m2
Master bedroom19,14 m2
Entrance hall13,04 m2
Bathroom9,00 m2
Bedroom13,65 m2
Kitchen6,80 m2
Livingroom26,00 m2
Master bedroom19,14 m2
Entrance hall13,04 m2
Bathroom9,00 m2
Bedroom13,65 m2
Kitchen6,80 m2
Livingroom26,00 m2
Master bedroom19,14 m2
Entrance hall13,04 m2
Bathroom9,00 m2
Bedroom13,65 m2
Kitchen6,80 m2
A A
12.0
00
6.00
06.
000
12.000
6.000 6.000
204 5.592 100 3.900 204 2.799
204
6.49
210
03.
000
2041.
000 20
4
1.500 10.000 500
1.50
010
.000
500
500
Removable sail
Removable sail
Livingroom26,00 m2
Master bedroom19,14 m2
Entrance hall13,04 m2
Bathroom9,00 m2
Bedroom13,65 m2
Kitchen6,80 m2
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DATE:01-06-11Architectural: Final design
BY: P. KOELEWIJN & H. VAN LAAR 57
!""#$%$&'#
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DATE:01-06-11Structure: Design units
BY: P. KOELEWIJN & H. VAN LAAR 58
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DATE:01-06-11Structure: Design units
BY: P. KOELEWIJN & H. VAN LAAR 59
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DATE:01-06-11Structure: Design units
BY: P. KOELEWIJN & H. VAN LAAR 60
!"#$%&'#%()*+,+-%).%&'#%/+0*12,)+%&'#%3$#.24%5)+5$#ၷ)+6%#1#(#+&0%52+%4#%()*+%0)%/&%/0%3)00/41#%&)%82192$)*+7%&'#%')*0#0:
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;'#+%&'#%<))$%0&$*5&*$#%/0%$#276%&'#%0&##1%.$2(#%).%&'#%)*&#$%82110%52+%4#%4*/1&%)+%&'#%0&##1%4#2(0:%?'#%8/+7)8%.$2(#0%2+7%8211@+/0'/+-%5)*17%4#A#$%4#%()*+%12&#$%&)%$#7*5#%&'#%5'2+5#%.)$%72(2-#:
DATE:01-06-11Structure: Design units
BY: P. KOELEWIJN & H. VAN LAAR 61
!"#$%&#'$&&(#")*+&#'$),-$,)&#."#$%&#/*((#0'#1(*-&23#$%&#'*42-*4#5,$#04#$%..)'7#8%&#'*42#0'#4&&2&2#".)#$%&#/&09%$."#$%&#,40$'7#!4#.)2&)#$.#",4-:.4#*'#+*''#2*+1&)#/&09%$#0'4&&2&2#$.#)&'0'$#*9*04'$#$%&#+.;&+&4$'#."#$%&#+*04'$),-$,)&7
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DATE:01-06-11Structure: Design units
BY: P. KOELEWIJN & H. VAN LAAR 62
!"#$%&'(()*$+&,,-$.&*$/#$%01$)*$1"#$234$5))'$%,&1#6$!"#*$1"#$7*8-"8*9$5))'$+81"$0*:#'5))'$"#&(*9$.&*$/#$%,&.#:6$;,-)$1"#<81."#*$&*:$/&1"'))=$.&*$/#$8*-1&,,#:6
;-$,&-1$1"#$'))>$.&*$/#$.)*-1'0.1#:?$+"8."$&,-)$8-$/08,1$+81"$&-1##,$>'&=#$-1'0.10'#6$!"8-$=&<#-$1"#$'))>$&*:$>&.&:#-$@#'A,89"1$&*:$8-$1"#$5))'$'#,&(@#,A$"#&@A6$!"#$.#*1'#$)>$9'&@81A$)>1"#$0*81$8-$@#'A$,)+$+"8."$%'#@#*1#:$0*:#-8'&/,#$>)'.#-9)8*9$1)$1"#$>&B&:#$&*:$'))>$)>$1"#$0*816
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DATE:01-06-11Architectural: Details unit
BY: P. KOELEWIJN & H. VAN LAAR 63
01 02 03
0506
0708
09 10 11
A
B
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DATE:01-06-11Architectural: Details unit
BY: P. KOELEWIJN & H. VAN LAAR 64
100
180
2730
1228
00
46 60 98
204
Bearing felt
IPE 200Fire resistanceboard 120minHEB 360
Fire resistanceboard 120min
flexible draincover
1322
220
1840
4125
30
Vermin block
02
06
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DATE:01-06-11Architectural: Details unit
BY: P. KOELEWIJN & H. VAN LAAR 65
+15.000
+15.150
+15.264
106 52 46204
Thermal bridge breakInstallation spaceFermacell floor
Main structureBase isolator
Steeldeck filledwith sand
Structure floorOSB sheet
PS Mold sheetInsulation
flexible draincover
Composite slab
Fire resistanceboard 120min
HEB 360
Fire resistanceboard 120min
HEB 600
13 127 40
204
Water resistant andvapor permeable layer
InsulationOSB sheetSteel frame
InsulationVapor barrier
plasterboard 12.5mm
2
Fire resistanceboard 120min
Fire resistanceboard 120min
HEB 360
Air seal
03
05
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DATE:01-06-11Architectural: Money shot
BY: P. KOELEWIJN & H. VAN LAAR 66
DATE:01-06-11Architectural: Money shot
BY: P. KOELEWIJN & H. VAN LAAR 67
DATE:01-06-11Architectural: Money shot
BY: P. KOELEWIJN & H. VAN LAAR 68
DATE:01-06-11Architectural: Money shot
BY: P. KOELEWIJN & H. VAN LAAR 69
DATE:01-06-11Architectural: Money shot
BY: P. KOELEWIJN & H. VAN LAAR 70
DATE:01-06-11Architectural: Money shot
BY: P. KOELEWIJN & H. VAN LAAR 71
DATE:01-06-11Project: Final Conclusion
BY: P. KOELEWIJN & H. VAN LAAR 72
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DATE:01-06-11Project: Summary
BY: P. KOELEWIJN & H. VAN LAAR 73
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DATE:01-06-11Project: Annexes
BY: P. KOELEWIJN & H. VAN LAAR 75
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