Brand Faculteit Bouwkunde TU Delft Van lekkage tot instorting Onderzoek naar de brand aan de Faculteit Bouwkunde op 13 mei 2008
Afstudeeropdracht
Begeleidende docenten Begeleiding Efectis
Wiebe Scheffer (0815856) Jeroen van de Werfhorst (0815846) Ir. R.P.J. de Haas Dhr. H. Tieman Ing. M.P. de Feiter dr.ir. C. Both Ir. A.J. Breunese
Hogeschool Rotterdam G.J. de Jonghweg 4-6, 3015 GG, Rotterdam Efectis Nederland B.V. Lange Kleiweg 5, 2288 GH, Rijswijk
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3
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!"#"-$.(/01& ="$L5..6C*43"M$5&2$9"#$,"-.(/$)&,$8"#$3"$%&N&3" ,"+*#(""63$6*'972,$9"#$C(*3/"+#"2?$="$3*6"'#"$ .8,"5*2,$5&2$9"#$,"-.(/$/&+$56*4$,6."2A$/&&6-*4$ 9"#$,"-.(/$&&2$3"$2..63/"+#$"2$C(*3/"+#$C*43"$ 3"")+$/&+$.8,"5"2$3..6$/&#"6?$="$9..%3*2,&2,$ -"5.23$C*'9$&&2$3"$2..63/"+#$C*43"? O:$9"#$8&&*5")3$-"5.23"2$C*'9$C"+$,"-.(/3")"2A$ -"+#&&23"$(*#$""2$-"#.2P+#&&)'.2+#6('7"$8"#$#/""$ 5"63*":*2,"2$"2$""2$1")3"6A$/&&6(*#$""2$3"67"2$ 5"63*":*2,"2$#"))"23"$#.6"2$.89..,$+#&1?$ Afbeelding 2.2 Luchtfoto ontwerp
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Afbeelding 2.3 afmetingen gebouw
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Afbeelding 2.5 Inrichting gebouw
Afbeelding 2.6 Indeling gebouw
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Afbeelding 2.8 Tijdlijn incident (toegevoegd als Bijlage A)
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10
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Afbeelding 5.1 Compartimentering 1965 / 2008
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Afbeelding 5.2 Foto van de ventilatie kanalen na de brand
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Afbeelding 5.3 Ventilatie kanalen in leidingschacht TU Delft
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Afbeelding 5.4 Doorsnede van het gebouw
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Tabel 5.1 Afmetingen compartimenten
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Afbeelding 6.1 Plattegrond van begane grond, met in het grijs is de hoogbouw weergegeven
#
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Afbeelding 6.2 Hoogbouw.
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Tabel 6.1 Kritieke Afmetingen van de kolommen
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
Afbeelding 6.3 Doorsnede vloeren
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Afbeelding 6.4 Gebouw een dag na de brand
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Afbeelding 6.5 Beelden van het instorten
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Afbeelding 6.6 Beelden van het instorten.
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Afbeelding 6.7 gespatte kolom
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Afbeelding 6.8 Vloeren en stabiliteitswand
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11
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12
Ooggetuige verslag TNO: Brandweer mensen ter plaatse
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Tijdlijn brand TU Delft Faculteit Bouwkunde
6:30
7:00
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Tijdlijn incident
6:30 - 7:00 Waterschade ontdekt actie wordt ondernomen
8:15 Student ruikt vreemde geur bij koffiezet apparaat
8:30 Koffie automaat staat in plas water
9:00 Medewerker belt 112 , is niet mogelijk wegens missen van spanning
9:22 Brand wordt gemeld 9:25 Ontruiming wordt gestart
10:30 RTV West laat eerste beelden op tv zien
10:31 Helikopter KLPD maakt Infrarood opname
16:40 Een deel van het gebouw stort in
12:15 Brandweer verlaat gebouw blussing wordt alleen nog vanaf buitenzijde uitgevoerd
Inzet BHV Zie tijdlijn ontruiming voor verdere uitwerking
9:00 BHV krijg melding van brand op 6e etage
9:23 9:32 BHV start Gebouw volledig blussing ontruimd 9:25 BHV start totale ontruiming
Inzet Brandweer 9:16 Vraag om assistentie wateroverlast
9:18 Automatische brandmelding bij RAC. Aangenomen wordt dat dit door wateroverlast komt
9:22 AC alarmeert ploegen met hersteld bericht PRIO 1 Brand TU Delft
9:28 Ter plaatse 9:30 Middelbrand 9:33 Grote brand
9:50 Hovd, ovd ter plaatse 9:51 Zeer grote brand
10:03 GRIP 2 10:07 Compagnie inzet
11:30 Verlaat gebouw 12:15 Gebouw verlaten 13:00 GRIP 3
6:00 Brandmeester 7:45 Afgeschaald van GRIP 3
Verloop brand 9:10 BHV is van mening dat apparaat brand.
9:23 Vuurballen van plastic vallen uit apparaat
9:00 Er komt witte rook uit een gleuf boven op koffie automaat
9:15 Rook is toegenomen en donkerder van kleur
9:30 Brand koffie apparaat in vergevordert stadium
9:45 Gehele zesde verdieping staat in brand
10:07 6e, 7e, 8e en 9e verdieping uitslaand
11:25 6e, 7e, 8e, 9e, 10e en 11e verdieping volledig in brand
12:15 Brand overgeslagen naar laagbouw
13:30 “Explosie” linkerkant gebouw waargenomen door ooggetuigen
Rook verspreiding 9:30 Gehele 6e verdieping gevuld met licht grijze rook
9:33 Dikke rook laag vult de ruimte en leidt tot flashover
13:00 Rook verspreidt door het gehele gebouw en is dikker en donkerder van kleur
17:30 11e en 12e verdieping branden
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1
Tekst afkomstige van NIBHV; Nederlands instituut voor BedrijfsHulpVerlening
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Tijdlijn Ontruiming TU Delft Faculteit Bouwkunde
9:00 BHV krijg melding van brand op 6e etage.
COT, INT
9:10 COT, INT, Ontruiming 6e verdieping zuidvleugel. Er word ervoor gekozen om een E&Y gedeeltelijke ontruiming uit te voeren om zo te zorgen dat iedereen rustig het pand kan verlaten. Vanwege de lage bezetting is de zuidvleugel binnen enkele momenten ontruimd.
9:23 BHV start blussing.
COT,
9:25 BHV start totale ontruiming door middel van een slow whoop alarm. Sommige werknemers en studenten horen het signaal niet omdat ze in de portocabins aan de oostzijde bevinden. Hier is het ontruimingsignaal niet hoorbaar. BHV’ers ontdekken ook een slechthorende medewerker. Deze heeft ook het ontruimingsignaal niet gehoord en word meegenomen.
COT, INT, E&Y Intersecco
9:32 Gebouw volledig ontruimd.
COT, INT
!"#$%&'() !'*'+',",&',(-./(0123 4%*"%,5(3
Bijlage Variant 1,
TU DELFT
PROJECTGEGEVENS Omschrijving: Werknummer: Status: Bestand: Aangemaakt op: Gewijzigd op:
Variant 1 C:\Documents and Settings\Roll Call\Mijn documenten\Scenario 1.wnf 28-5-2010 door: Roll Call 2-6-2010 door: Roll Call
BRANDRUIMTEN TEKENZAAL 6E EN 7E VERDIEPING TEKENZAAL 8E EN 9E VERDIEPING
SCENARIO'S Scenario Hoofdstuk 5
Brandruimte van TEKENZAAL 6E EN 7E VERDIEPING
Brandruimte naar TEKENZAAL 8E EN 9E VERDIEPING
VOORZIENINGEN Voorzieningenset: Voorziening [voorziening]
Standaardsituatie Brandruimte --
Wand --
Gevelopening --
Brandwerend vanaf niet brandwerend
Afstand [mm] 0
RESULTATEN Scenario:
Hoofdstuk 5
Brandruimte van: Brandruimte naar:
TEKENZAAL 6E EN 7E VERDIEPING TEKENZAAL 8E EN 9E VERDIEPING
Set voorzieningen:
Standaardsituatie
Observatiepunt Onder 1 Onder 2 Onder 3 Onder 4 Onder 5 Onder 6 Onder 7 Midden 1 Midden 2 Midden 3 Midden 4 Midden 5 Midden 6 Midden 7 Boven 1 Boven 2 Boven 3 Boven 4 Boven 5 Boven 6 Boven 7
Flux [kW/m!] 31,161 32,328 32,506 32,532 32,505 32,320 31,156 7,791 8,281 8,377 8,394 8,377 8,281 7,795 2,004 2,344 2,470 2,503 2,471 2,344 2,004
OK Nee, voldoet niet Nee, voldoet niet Nee, voldoet niet Nee, voldoet niet Nee, voldoet niet Nee, voldoet niet Nee, voldoet niet Ja Ja Ja Ja Ja Ja Ja Ja Ja Ja Ja Ja Ja Ja
Mogelijke maatregelen bij set voorzieningen: Standaardsituatie EŽn of meer observatiepunten hebben een te hoge stralingsflux. Indien het om vertikale brandoverslag gaat, kan de hierna volgende tabel worden gebruikt voor het bepalen van maatregelen. De tabel geeft voor alle openingen in de bronruimte de benodigde balkondiepte om verticale brandoverslag via deze opening te voorkomen. De balkonplaat en/of borstwering moeten dan tenminste 30 minuten brandwerend worden uitgevoerd. De gebruiker bepaalt zelf welke balkons wel en welke balkons niet relevant zijn ter voorkoming van verticale brandoverslag. Indien het een situatie betreft met alleen horizontale brandoverslag of een situatie met zowel horizontale als verticale brandoverslag, is de tabel niet geldig. Brandruimte TEKENZAAL 6E E...
NPR6091 V1.12
Wand Gevel voor
Gevelopening Raam voor
Benodigde balkondiepte 3.231 mm
2 juni 2010, 13:57 uur, blz. 1
Bijlage Variant 1,
TU DELFT
BRANDRUIMTE: TEKENZAAL 6E EN 7E VERDIEPING Industriefunctie: Gespiegeld: Vuurlast: Gereduceerd: Hoogte:
Nee Nee 30 Nee 6.300
[kg vurenhout / m!] [mm]
Detailresultaten brandruimte Vloeroppervlakte (Af) Referentievloeroppervlakte (AF;r) Reductiefactor Referentiewandoppervlakte (AT;r)
625,725 625,725 1,000 1.865,540
[m!] [m!] [-] [m!]
Neutraal niveau (Hneutraal) Effectieve diepte (Deff) Maatgevende gastemperatuur (Tf) Massastroom uit (Muit) Hulpfactor (Psi) Hulpfactor (Eta) Afbrandsnelheid brandstofbeheerst Afbrandsnelheid ventilatiebeheerst Afbrandsnelheid (R)
2,217 42,599 1.168,868 122,053 28,142 7,642 10,429 8,098 8,098
[m] [m] [K] [kg/s] [kg/m!] [-] [kg vurenhout/s] [kg vurenhout/s] [kg vurenhout/s]
Wanden Zuid zijde Achterzijde Trap Kantoor Compartiment wand Gevel voor
Invoer wand: Positie van X: 40.950 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
Invoer wand:
Zuid zijde 0 Z: 13.500 [mm] 6.300 [mm] 100 [mm]
13.500 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
6.300 90,00 ¡ 90,00 ¡
Achterzijde
Positie van X: 40.950 Y:
13.500 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
13.950 [mm] 6.300 [mm] 100 [mm]
NPR6091 V1.12
Positie tot 0 X: 40.950 Y:
Positie tot 0 X: 27.000 Y:
13.500 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
6.300 180,00 ¡ 180,00 ¡
2 juni 2010, 13:57 uur, blz. 2
Bijlage Variant 1,
Invoer wand: Positie van X: 27.000 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
Invoer wand:
TU DELFT
Trap
13.500 Z: 2.700 [mm] 6.300 [mm] 100 [mm]
16.200 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
6.300 90,00 ¡ 90,00 ¡
Kantoor
Positie van X: 27.000 Y:
16.200 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
27.000 [mm] 6.300 [mm] 100 [mm]
NPR6091 V1.12
Positie tot 0 X: 27.000 Y:
Positie tot 0 X: 0 Y:
16.200 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
6.300 180,00 ¡ 180,00 ¡
2 juni 2010, 13:57 uur, blz. 3
Bijlage Variant 1,
Invoer wand:
TU DELFT
Compartiment wand (Vervolg)
Positie van X: 0 Y:
16.200 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
16.200 [mm] 6.300 [mm] 100 [mm]
Invoer wand: Positie van X: 0 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
Positie tot 0 X: 0 Y:
0 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
6.300 270,00 ¡ 270,00 ¡
Gevel voor
0 Z: 40.950 [mm] 6.300 [mm] 100 [mm]
Positie tot 0 X: 40.950 Y: Hoek tov voorgaande wand: Hoek tov positieve X-as:
0 Z:
6.300 0,00 ¡ 0,00 ¡
Ge v e lop e ninge n Raam voor
Invoer gevelopening: Raam voor Positie horizontaal: Positie verticaal: Breedte: Hoogte: Opgaande gevel:
150 450 20.000 5.300 Ja
[mm] [mm] [mm] [mm]
De t ailr esult a t e n ge v e lop e ning: Raam voor Vlamhoogte (zi) Effectieve openinghoogte (hni) Horizontale projectie (pvj) Temperatuur basis (To;i) Convectief vermogen Massastroom in (min) Massastroom uit (muit) Aanliggend/afliggend
NPR6091 V1.12
3.431 5.299 3.534 1.153,15 8,098 122,053 122,053 Aanliggend
[mm] [mm] [mm] [K] [-] [kg/s] [kg/s]
2 juni 2010, 13:57 uur, blz. 4
Bijlage Variant 1,
TU DELFT
BRANDRUIMTE: TEKENZAAL 8E EN 9E VERDIEPING (Ve rvolg) Industriefunctie: Gespiegeld: Vuurlast: Gereduceerd: Hoogte:
Nee Nee 30 Nee 6.300
[kg vurenhout / m!] [mm]
De t ailr esult a t e n brandruimt e Vloeroppervlakte (Af) Referentievloeroppervlakte (AF;r) Reductiefactor Referentiewandoppervlakte (AT;r)
<--> <--> <--> <-->
[m!] [m!] [-] [m!]
Neutraal niveau (Hneutraal) Effectieve diepte (Deff) Maatgevende gastemperatuur (Tf) Massastroom uit (Muit) Hulpfactor (Psi) Hulpfactor (Eta) Afbrandsnelheid brandstofbeheerst Afbrandsnelheid ventilatiebeheerst Afbrandsnelheid (R)
<--> <--> <--> <--> <--> <--> <--> <--> <-->
[m] [m] [K] [kg/s] [kg/m!] [-] [kg vurenhout/s] [kg vurenhout/s] [kg vurenhout/s]
Wand e n Zuid zijde Achterzijde Trap Kantoor Compartiment wand Gevel voor
Invoer wand: Positie van X: 40.950 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
Zuid zijde 0 Z: 13.500 [mm] 6.300 [mm] 100 [mm]
Positie tot 6.300 X: 40.950 Y:
13.500 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 90,00 ¡ 90,00 ¡
Ge v e lop e ninge n Raam gevel
Invoer gevelopening: Raam gevel Positie horizontaal: Positie verticaal: Breedte: Hoogte: Opgaande gevel:
150 450 13.200 5.300 Ja
[mm] [mm] [mm] [mm]
De t ailr esult a t e n ge v e lop e ning: Raam ge v e l Vlamhoogte (zi) Effectieve openinghoogte (hni) Horizontale projectie (pvj) Temperatuur basis (To;i) Convectief vermogen Massastroom in (min) Massastroom uit (muit) Aanliggend/afliggend
NPR6091 V1.12
<--> <--> <--> <--> <--> <--> <--> <-->
[mm] [mm] [mm] [K] [-] [kg/s] [kg/s]
2 juni 2010, 13:57 uur, blz. 5
Bijlage Variant 1,
Invoer wand:
TU DELFT
Achterzijde
Positie van X: 40.950 Y:
13.500 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
13.950 [mm] 6.300 [mm] 100 [mm]
Invoer wand: Positie van X: 27.000 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
Invoer wand:
13.500 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 180,00 ¡ 180,00 ¡
Trap
13.500 Z: 2.700 [mm] 6.300 [mm] 100 [mm]
Positie tot 6.300 X: 27.000 Y:
16.200 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 90,00 ¡ 90,00 ¡
Kantoor
Positie van X: 27.000 Y:
16.200 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
27.000 [mm] 6.300 [mm] 100 [mm]
NPR6091 V1.12
Positie tot 6.300 X: 27.000 Y:
Positie tot 6.300 X: 0 Y:
16.200 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 180,00 ¡ 180,00 ¡
2 juni 2010, 13:57 uur, blz. 6
Bijlage Variant 1,
Invoer wand:
TU DELFT
Compartiment wand
Positie van X: 0 Y:
16.200 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
16.200 [mm] 6.300 [mm] 100 [mm]
Invoer wand: Positie van X: 0 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
Positie tot 6.300 X: 0 Y:
0 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 270,00 ¡ 270,00 ¡
Gevel voor
0 Z: 40.950 [mm] 6.300 [mm] 100 [mm]
Positie tot 6.300 X: 40.950 Y:
0 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 0,00 ¡ 0,00 ¡
Ge v e lop e ninge n Raam voor
Invoer gevelopening: Raam voor Positie horizontaal: Positie verticaal: Breedte: Hoogte: Opgaande gevel: Observatiepunt Onder 1 Onder 2 Onder 3 Onder 4 Onder 5 Onder 6 Onder 7 Midden 1 Midden 2 Midden 3 Midden 4 Midden 5 Midden 6 Midden 7 Boven 1 Boven 2 Boven 3 Boven 4 Boven 5 Boven 6 Boven 7
150 450 40.650 5.300 Ja
[mm] [mm] [mm] [mm]
Positie horz. [mm] 2.500 5.000 7.500 10.000 12.500 15.000 17.500 2.500 5.000 7.500 10.000 12.500 15.000 17.500 2.500 5.000 7.500 10.000 12.500 15.000 17.500
Positie vert. [mm] 0 0 0 0 0 0 0 2.650 2.650 2.650 2.650 2.650 2.650 2.650 5.300 5.300 5.300 5.300 5.300 5.300 5.300
Helling [¡] 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00
De t ailr esult a t e n ge v e lop e ning: Raam voor Vlamhoogte (zi) Effectieve openinghoogte (hni) Horizontale projectie (pvj) Temperatuur basis (To;i) Convectief vermogen Massastroom in (min) Massastroom uit (muit) Aanliggend/afliggend NPR6091 V1.12
<--> <--> <--> <--> <--> <--> <--> <-->
[mm] [mm] [mm] [K] [-] [kg/s] [kg/s]
2 juni 2010, 13:57 uur, blz. 7
Bijlage Variant 1,
NPR6091 V1.12
TU DELFT
2 juni 2010, 13:57 uur, blz. 8
!"#"$"%&%'"%()*+(,-./ 01#&1%2(3
Bijlage Variant 2
TU Delft
PROJECTGEGEVENS Omschrijving: Werknummer: Status: Bestand: Aangemaakt op: Gewijzigd op:
Variant 2 C:\Documents and Settings\Roll Call\Mijn documenten\Scenario 2.wnf 28-5-2010 door: Roll Call 2-6-2010 door: Roll Call
BRANDRUIMTEN Tekenzaal 6e en 7e verdieping Tekenzaal 8e en 9e verdieping
SCENARIO'S Scenario Hoofdstuk 5
Brandruimte van Tekenzaal 6e en 7e verdieping
Brandruimte naar Tekenzaal 8e en 9e verdieping
VOORZIENINGEN Voorzieningenset: Voorziening [voorziening]
Standaardsituatie Brandruimte --
Wand --
Gevelopening --
Brandwerend vanaf niet brandwerend
Afstand [mm] 0
RESULTATEN Scenario:
Hoofdstuk 5
Brandruimte van: Brandruimte naar:
Tekenzaal 6e en 7e verdieping Tekenzaal 8e en 9e verdieping
Set voorzieningen:
Standaardsituatie
Observatiepunt Midden 1 Midden 2 Midden 3 Midden 4 Midden 5 Midden 6 Midden 7 Onder 1 Onder 2 Onder 3 Onder 4 Onder 5 Onder 6 Onder 7 Boven 1 Boven 2 Boven 3 Boven 4 Boven 5 Boven 6 Boven 7
Flux [kW/m!] 5,421 5,630 5,664 5,670 5,664 5,630 5,421 25,377 25,931 26,000 26,010 25,998 25,931 25,375 0,741 0,859 0,899 0,909 0,899 0,859 0,741
OK Ja Ja Ja Ja Ja Ja Ja Nee, voldoet niet Nee, voldoet niet Nee, voldoet niet Nee, voldoet niet Nee, voldoet niet Nee, voldoet niet Nee, voldoet niet Ja Ja Ja Ja Ja Ja Ja
Mogelijke maatregelen bij set voorzieningen: Standaardsituatie EŽn of meer observatiepunten hebben een te hoge stralingsflux. Indien het om vertikale brandoverslag gaat, kan de hierna volgende tabel worden gebruikt voor het bepalen van maatregelen. De tabel geeft voor alle openingen in de bronruimte de benodigde balkondiepte om verticale brandoverslag via deze opening te voorkomen. De balkonplaat en/of borstwering moeten dan tenminste 30 minuten brandwerend worden uitgevoerd. De gebruiker bepaalt zelf welke balkons wel en welke balkons niet relevant zijn ter voorkoming van verticale brandoverslag. Indien het een situatie betreft met alleen horizontale brandoverslag of een situatie met zowel horizontale als verticale brandoverslag, is de tabel niet geldig. Brandruimte Wand Tekenzaal 6e en 7e... Gevel voor Tekenzaal 6e en 7e... Gevel voor
NPR6091 V1.12
Gevelopening Raam voor [gevelopening]
Benodigde balkondiepte 197 mm 3.645 mm
2 juni 2010, 13:58 uur, blz. 1
Bijlage Variant 2
TU Delft
BRANDRUIMTE: TEKENZAAL 6E EN 7E VERDIEPING Industriefunctie: Gespiegeld: Vuurlast: Gereduceerd: Hoogte:
Nee Nee 30 Nee 6.300
[kg vurenhout / m!] [mm]
Detailresultaten brandruimte Vloeroppervlakte (Af) Referentievloeroppervlakte (AF;r) Reductiefactor Referentiewandoppervlakte (AT;r)
625,725 625,725 1,000 1.899,540
[m!] [m!] [-] [m!]
Neutraal niveau (Hneutraal) Effectieve diepte (Deff) Maatgevende gastemperatuur (Tf) Massastroom uit (Muit) Hulpfactor (Psi) Hulpfactor (Eta) Afbrandsnelheid brandstofbeheerst Afbrandsnelheid ventilatiebeheerst Afbrandsnelheid (R)
1,836 42,599 1.278,617 84,741 33,839 11,208 10,429 7,761 7,761
[m] [m] [K] [kg/s] [kg/m!] [-] [kg vurenhout/s] [kg vurenhout/s] [kg vurenhout/s]
Wanden Zuid zijde Achterzijde Trap Kantoor Compartiment wand Gevel voor
Invoer wand: Positie van X: 40.950 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
Invoer wand:
Zuid zijde 0 Z: 13.500 [mm] 6.300 [mm] 100 [mm]
13.500 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
6.300 90,00 ¡ 90,00 ¡
Achterzijde
Positie van X: 40.950 Y:
13.500 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
13.950 [mm] 6.300 [mm] 100 [mm]
NPR6091 V1.12
Positie tot 0 X: 40.950 Y:
Positie tot 0 X: 27.000 Y:
13.500 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
6.300 180,00 ¡ 180,00 ¡
2 juni 2010, 13:58 uur, blz. 2
Bijlage Variant 2
Invoer wand: Positie van X: 27.000 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
Invoer wand:
TU Delft
Trap
13.500 Z: 2.700 [mm] 6.300 [mm] 100 [mm]
16.200 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
6.300 90,00 ¡ 90,00 ¡
Kantoor
Positie van X: 27.000 Y:
16.200 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
27.000 [mm] 6.300 [mm] 100 [mm]
NPR6091 V1.12
Positie tot 0 X: 27.000 Y:
Positie tot 0 X: 0 Y:
16.200 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
6.300 180,00 ¡ 180,00 ¡
2 juni 2010, 13:58 uur, blz. 3
Bijlage Variant 2
Invoer wand:
TU Delft
Compartiment wand (Vervolg)
Positie van X: 0 Y:
16.200 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
16.200 [mm] 6.300 [mm] 100 [mm]
Invoer wand: Positie van X: 0 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
Positie tot 0 X: 0 Y:
0 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
6.300 270,00 ¡ 270,00 ¡
Gevel voor Positie tot 0 X: 40.950 Y:
0 Z: 40.950 [mm] 6.300 [mm] 100 [mm]
Hoek tov voorgaande wand: Hoek tov positieve X-as:
0 Z:
6.300 0,00 ¡ 0,00 ¡
Ge v e lop e ninge n Raam voor [gevelopening]
Invoer gevelopening: Raam voor Positie horizontaal: Positie verticaal: Breedte: Hoogte: Opgaande gevel:
150 450 20.000 1.800 Ja
[mm] [mm] [mm] [mm]
De t ailr esult a t e n ge v e lop e ning: Raam voor Vlamhoogte (zi) Effectieve openinghoogte (hni) Horizontale projectie (pvj) Temperatuur basis (To;i) Convectief vermogen Massastroom in (min) Massastroom uit (muit) Aanliggend/afliggend
397 622 415 1.532,72 0,449 84,741 4,904 Aanliggend
[mm] [mm] [mm] [K] [-] [kg/s] [kg/s]
Invoer gevelopening: [gevelopening] Positie horizontaal: Positie verticaal: Breedte: Hoogte: Opgaande gevel:
150 3.550 20.000 1.800 Ja
[mm] [mm] [mm] [mm]
De t ailr esult a t e n ge v e lop e ning: [ge v e lop e ning] Vlamhoogte (zi) Effectieve openinghoogte (hni) Horizontale projectie (pvj) Temperatuur basis (To;i) Convectief vermogen Massastroom in (min) Massastroom uit (muit) Aanliggend/afliggend
NPR6091 V1.12
3.845 2.700 1.801 1.129,06 7,312 0,000 79,836 Aanliggend
[mm] [mm] [mm] [K] [-] [kg/s] [kg/s]
2 juni 2010, 13:58 uur, blz. 4
Bijlage Variant 2
TU Delft
BRANDRUIMTE: TEKENZAAL 8E EN 9E VERDIEPING Industriefunctie: Gespiegeld: Vuurlast: Gereduceerd: Hoogte:
Nee Nee 30 Nee 6.300
[kg vurenhout / m!] [mm]
De t ailr esult a t e n brandruimt e Vloeroppervlakte (Af) Referentievloeroppervlakte (AF;r) Reductiefactor Referentiewandoppervlakte (AT;r)
<--> <--> <--> <-->
[m!] [m!] [-] [m!]
Neutraal niveau (Hneutraal) Effectieve diepte (Deff) Maatgevende gastemperatuur (Tf) Massastroom uit (Muit) Hulpfactor (Psi) Hulpfactor (Eta) Afbrandsnelheid brandstofbeheerst Afbrandsnelheid ventilatiebeheerst Afbrandsnelheid (R)
<--> <--> <--> <--> <--> <--> <--> <--> <-->
[m] [m] [K] [kg/s] [kg/m!] [-] [kg vurenhout/s] [kg vurenhout/s] [kg vurenhout/s]
Wand e n Zuid zijde Achterzijde Trap Kantoor Compartiment wand Gevel voor
Invoer wand: Positie van X: 40.950 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
Zuid zijde 0 Z: 13.500 [mm] 6.300 [mm] 100 [mm]
Positie tot 6.300 X: 40.950 Y:
13.500 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 90,00 ¡ 90,00 ¡
Ge v e lop e ninge n Raam gevel
Invoer gevelopening: Raam gevel Positie horizontaal: Positie verticaal: Breedte: Hoogte: Opgaande gevel:
150 450 13.200 5.300 Ja
[mm] [mm] [mm] [mm]
De t ailr esult a t e n ge v e lop e ning: Raam ge v e l Vlamhoogte (zi) Effectieve openinghoogte (hni) Horizontale projectie (pvj) Temperatuur basis (To;i) Convectief vermogen Massastroom in (min) Massastroom uit (muit) Aanliggend/afliggend
NPR6091 V1.12
<--> <--> <--> <--> <--> <--> <--> <-->
[mm] [mm] [mm] [K] [-] [kg/s] [kg/s]
2 juni 2010, 13:58 uur, blz. 5
Bijlage Variant 2
Invoer wand:
TU Delft
Achterzijde
Positie van X: 40.950 Y:
13.500 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
13.950 [mm] 6.300 [mm] 100 [mm]
Invoer wand: Positie van X: 27.000 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
NPR6091 V1.12
Positie tot 6.300 X: 27.000 Y:
13.500 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 180,00 ¡ 180,00 ¡
Trap
13.500 Z: 2.700 [mm] 6.300 [mm] 100 [mm]
Positie tot 6.300 X: 27.000 Y:
16.200 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 90,00 ¡ 90,00 ¡
2 juni 2010, 13:58 uur, blz. 6
Bijlage Variant 2
Invoer wand:
TU Delft
Kantoor (Vervolg)
Positie van X: 27.000 Y:
16.200 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
27.000 [mm] 6.300 [mm] 100 [mm]
Invoer wand:
16.200 Z:
Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
16.200 [mm] 6.300 [mm] 100 [mm]
Positie van X: 0 Y: Breedte [Bj]: Hoogte [Hg]: Wanddikte [dw]:
16.200 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 180,00 ¡ 180,00 ¡
Compartiment wand
Positie van X: 0 Y:
Invoer wand:
Positie tot 6.300 X: 0 Y:
Positie tot 6.300 X: 0 Y:
0 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 270,00 ¡ 270,00 ¡
Gevel voor
0 Z: 40.950 [mm] 6.300 [mm] 100 [mm]
Positie tot 6.300 X: 40.950 Y:
0 Z:
Hoek tov voorgaande wand: Hoek tov positieve X-as:
12.600 0,00 ¡ 0,00 ¡
Ge v e lop e ninge n Raam voor
Invoer gevelopening: Raam voor Positie horizontaal: Positie verticaal: Breedte: Hoogte: Opgaande gevel: Observatiepunt Midden 1 Midden 2 Midden 3 Midden 4 Midden 5 Midden 6 Midden 7 Onder 1 Onder 2 NPR6091 V1.12
150 450 40.650 5.300 Ja
[mm] [mm] [mm] [mm]
Positie horz. [mm] 2.500 5.000 7.500 10.000 12.500 15.000 17.500 2.500 5.000
Positie vert. [mm] 2.650 2.650 2.650 2.650 2.650 2.650 2.650 0 0
Helling [¡] 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 2 juni 2010, 13:58 uur, blz. 7
Bijlage Variant 2 Onder 3 Onder 4 Onder 5 Onder 6 Onder 7 Boven 1 Boven 2 Boven 3 Boven 4 Boven 5 Boven 6 Boven 7
TU Delft 7.500 10.000 12.500 15.000 17.500 2.500 5.000 7.500 10.000 12.500 15.000 17.500
0 0 0 0 0 5.300 5.300 5.300 5.300 5.300 5.300 5.300
0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00
De t ailr esult a t e n ge v e lop e ning: Raam voor Vlamhoogte (zi) Effectieve openinghoogte (hni) Horizontale projectie (pvj) Temperatuur basis (To;i) Convectief vermogen Massastroom in (min) Massastroom uit (muit) Aanliggend/afliggend
NPR6091 V1.12
<--> <--> <--> <--> <--> <--> <--> <-->
[mm] [mm] [mm] [K] [-] [kg/s] [kg/s]
2 juni 2010, 13:58 uur, blz. 8
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