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Marc DIEDERT ArcelorMittal Bâtiments Références - études de cas

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Mar

c D

IED

ERT

Arc

elor

Mitt

al

Bât

imen

ts

Réf

éren

ces

-étu

des

de c

as

INN

OVA

TIO

NS

IN B

UIL

DIN

G

WIT

H S

TEEL

SEC

TIO

NS

Jour

née

tech

niqu

e

Nou

veau

x m

atér

iaux

, nou

velle

s co

ncep

tions

Met

z, le

7 d

écem

bre

2010

Mar

c D

IED

ERT

| G

eorg

es A

XMA

NN

Arc

elor

Mitt

al C

omm

erci

al S

ectio

ns |

Tec

hnic

al A

dvis

ory

INN

OVA

TIO

NS

IN B

UIL

DIN

G W

ITH

ST

EEL

SEC

TIO

NS

NEW

Com

posi

te s

lim-fl

oor

NEW

Pref

ab. C

ompo

site

Brid

ge B

eam

s=

PreC

oBea

mN

EWW

eath

erin

gst

eel=

AR

CO

RO

XN

EWEn

viro

nmen

talP

rodu

ct D

ecla

ratio

nN

EWC

arbo

nfo

otpr

intc

alcu

lato

r= A

MEC

ON

EWC

E-m

ark

for H

ISTA

RN

EWLa

rger

Ang

le S

izes

NEW

Stro

nger

stee

l= A

913

Gra

de 7

0N

EWH

eavi

erse

ctio

ns

CoS

FB–

Com

posi

te S

lim-F

loor

Bea

m

Com

posi

teflo

or s

yste

m

with

dow

nsta

ndin

gbe

am

Slim

-floo

rbea

m (S

FB)

syst

em –

non

com

posi

te

Com

posi

te S

lim-F

loor

Bea

m (C

oSFB

) Sys

tem

Maj

or b

enef

its w

ithou

t add

ing

to th

e co

mpl

exity

of t

he fa

bric

atio

n or

com

prom

isin

g of

the

cost

2 ex

istin

g sy

stem

s

1

Inno

vativ

e sy

stem

Ste

el b

eam

Con

cret

e do

wel

sCon

cret

e sl

ab(s

teel

shu

tterin

g /

pref

abric

ated

)

Slim

-Flo

or c

onst

ruct

ion

= in

tegr

atio

n of

the

stee

l sec

tion

into

the

floor

sla

b.N

o im

pact

on

duct

wor

k la

yout

Slim

Floo

rsfo

rLar

ge S

pans

= C

oSFB

Exec

utio

n de

tail

Inte

grat

ed fi

re p

rote

ctio

n

Inno

vativ

e B

ridge

Gird

ers

-Pre

cobe

am

EXA

MPL

ES: G

ERM

AN

Y, A

UST

RIA

, PO

LAN

D

Sust

aina

bilit

yO

ptim

ized

ste

el s

olut

ions

-B

ridge

sol

utio

n Pr

ecob

eam

Des

ign

tool

s

Wea

ther

ing

stee

l: St

eel S

355J

0 W

EN

1002

5-5

Arc

orox

Envi

ronm

enta

l Pro

duct

Dec

lara

tion

(= e

nviro

nmen

tal i

mpa

ct d

ata

per I

SO

1402

5 of

pro

duct

s)

•A

vaila

ble

for S

ectio

ns a

nd P

late

s

•In

com

plia

nce

for c

omin

g re

gula

tion

of th

e “G

reen

”C

E-M

ark

AM

ECO

Sof

twar

e(=

cal

cula

tion

tool

of c

arbo

n fo

otpr

int o

f bui

ldin

g fra

mes

, brid

ges…

)

HIS

TAR

ste

el g

rade

s Eu

rope

an T

echn

ical

App

rova

l C

E-M

ark

Com

paris

on o

f yiel

d st

reng

th b

etwe

en H

ISTA

R an

d fin

e gr

ain s

truct

ural

stee

ls ac

cord

ing

to E

N 10

025-

3/4:

2004

250

300

350

400

450

500

010

2030

4050

6070

8090

100

110

120

Mate

rial th

ickne

ss (m

m)

Min. Yield strength Reh

(MPa)

HIS

TAR

460

HIS

TAR

355

S460

M/M

L

S355

M/M

LS4

60N

/NL

S355

N/N

L

Larg

er S

ize

Ang

les

New

dim

ensi

ons

-L 3

00 x

300

x t

New

Arc

elor

Mitt

al a

ngle

s

L 30

0 x

300

x 28

mm

L 30

0 x

300

x 29

mm

L 30

0 x

300

x 30

mm

L 30

0 x

300

x 31

mm

L 30

0 x

300

x 32

mm

L 30

0 x

300

x 33

mm

L 30

0 x

300

x 34

mm

L 30

0 x

300

x 35

mm

Trus

sgi

rder

sw

ithla

rge

angl

es L

300

x 3

00

Pow

erlin

em

asts

Adv

anta

ges

for t

russ

tow

ers

•R

educ

ed w

ind

load

: tal

ler t

ower

s be

com

e ec

onom

ical

>10

0m•

Sign

ifica

nt w

eigh

t sav

ings

(40%

) in

tow

er a

nd fo

unda

tions

•Ea

sy to

fabr

icat

e, tr

ansp

ort a

nd e

rect

•St

anda

rd a

ngle

s w

ith h

igh

avai

labi

lity

•Vi

sual

tran

spar

ency

APP

LIC

ATI

ON

S

Tren

d: B

old

Stru

ctur

esH

igh

stre

ngth

& th

ickn

ess

prod

ucts

Arc

elor

Mitt

al H

ISTA

Jum

bo H

sec

tions

FREE

DO

M T

OW

ERSH

ANG

HA

I WO

RLD

FIN

AN

CIA

L C

ENTE

RB

UR

J K

HAL

IFA

Gra

de

Yie

ld S

treng

th

Min

. ks

i

[MP

a]

Tens

ile S

treng

th

Min

.ks

i

[M

Pa]

Elo

ngat

ion

(%),

Min

.

200

mm

50 m

m

8 in

.

2 in

. 50

50

[345

] 65

[450

] 18

21

65

65

[450

] 80

[550

] 15

17

Tens

ile P

rope

rtie

s

NEW

STE

EL

AST

M A

913

Gra

de 7

0 (H

ISTA

R)

1614

90

[620

]70

[

485]

70

Furth

er s

teel

wei

ght a

nd c

ost s

avin

gs

Stre

ngth

enin

g th

e le

ader

ship

of A

rcel

orM

ittal

in H

eavy

Sec

tions

New

Bea

mB

lank

BB

5

Incr

ease

d th

ickn

ess

and

heig

ht o

f fla

nge

BB

4B

B5

163

mm

190

mm

500 mm

510 mm

the

heav

iest

Bea

m-b

lank

wor

ldw

ide

Stre

ngth

enin

g th

e le

ader

ship

of A

rcel

orM

ittal

in H

eavy

Sec

tions

2.2

2.5

W 3

6X16

,592

5 lb

s/ft

// 13

77 k

g/m

W 1

4X16

808

lbs/

ft//

1202

kg/

m

Stre

ngth

enin

g th

e le

ader

ship

of A

rcel

orM

ittal

in H

eavy

Sec

tions

Firs

t rol

ling

out o

f Bea

m-B

lank

rout

e

New

Sec

tions

in 2

010

!

89,9

5042

811

0897

6H

L 10

00 x

976

W 4

0 x

16 x

655

115,

176

,747

310

9313

77H

L 92

0 x

1377

W 3

6 x

16.5

x 9

25

115,

164

,046

110

9312

69H

L 92

0 x

1269

W 3

6 x

16.5

x 8

5310

960

,545

710

8111

94H

L 92

0 x

1194

W 3

6 x

16.5

x 8

0299

,155

,045

110

6110

77H

L 92

0 x

1077

W 3

6 x

16.5

x 7

2314

010

047

660

012

99H

D 4

00 x

129

9W

14

x 16

x 8

7313

095

471

580

1202

HD

400

x 1

202

W 1

4 x

16 x

808

mm

mm

mm

mm

kg/m

t ft w

bh

G

max

.m

in.

t f

w

max

.

min

.

tLe

ader

ship

in H

eavy

Sec

tions

Col

umns

des

ign

1 00

0 1

000

kNkN, b

uckl

ing

leng

th 3

.6 m

, fire

pro

tect

ion

25 m

m, b

uckl

ing

leng

th 3

.6 m

, fire

pro

tect

ion

25 m

m

170

170

120x

120

120x

120

235

MPa

235

MPa

140x

140

140x

140

235

MPa

235

MPa

190

190

HEB

180

HEB

180

235

MPa

235

MPa

HEA

180

HEA

180

355

MPa

355

MPa

290

290

B 4

5B

45

230

230

221

221

10 0

00

10 0

00 k

NkN, b

uckl

ing

leng

th 3

.6 m

, fire

pro

tect

ion

25 m

m, b

uckl

ing

leng

th 3

.6 m

, fire

pro

tect

ion

25 m

m

850

850

400

400

B 4

5B

45

350x

350

350x

350

355

MPa

355

MPa

300

300

250x

250

250x

250

355

MPa

355

MPa

W36

0x38

2W

360x

382

355

MPa

355

MPa

466

466 W

360x

287

W36

0x28

745

045

0M

PaM

Pa

443

443

25 %

less

wei

ght

0.73

m2

0.73

m2

0.2

m2

0.2

m2

Des

ioTo

wer

-Mila

no

Des

ioTo

wer

-Mila

no

Re

du

cti

on

inw

eig

ht

of

ste

el

-13 %

44 %

52 %

Type

of

cons

truc

tion

non-

com

posi

teco

mpo

site

com

posi

teco

mpo

site

Stee

lgra

deS

235

S 23

5S

355

S 46

0

Sect

ion

H b

eam

HE

650

AH

E 55

0 A

IPE

550

IPE

500

Re

du

cti

on

in

we

igh

t o

f ste

el

-13 %

44 %

52 %

Adv

anta

ges

of h

igh

stre

ngth

ste

els

in

stee

l-con

cret

e co

mpo

site

con

stru

ctio

n

Econ

omic

al a

spec

ts o

f ste

el s

truc

ture

s

Free

dom

Tow

erTh

e C

ontri

butio

n of

Arc

elor

Mitt

al

Hei

ght4

15 m

10

8 flo

ors

•Pr

ovid

edde

sign

aid

and

cost

savi

ngco

ncep

ts:

desi

gn w

ithju

mbo

se

ctio

ns in

ste

elA

913G

r.65

isad

opte

d•

Supp

lied

14kT

, ie.

30%

of

tota

l ste

el, i

nclu

ding

10kT

jum

bos

Mag

nitu

de a

nd S

cale

20th

floo

r cor

ner a

nd o

ther

nod

es

Mag

nitu

de a

nd S

cale

-no

des

Mag

nitu

de a

nd S

cale

Bui

lt up

col

umn

sect

ion

Plat

es fo

r lar

ger b

uilt

up c

olum

ns

Engi

neer

ing

–C

onne

ctio

n de

sign

•G

ravi

ty a

nd la

tera

l loa

ds

•A

ll Se

ism

ic L

oad

Res

istin

g Sy

stem

(SLR

S) c

onne

ctio

ns s

hall

conf

orm

to:

–R

educ

ed B

eam

Sec

tion

(RB

S) fo

llow

ing

IMF

requ

irem

ents

or

–B

olte

d Fl

ange

Pla

te (B

FP) f

ollo

win

g SM

F re

quire

men

ts

•D

ESIG

N C

RIT

ERIA

–A

ISC

Man

ual o

f Ste

el C

onst

ruct

ion

LRFD

/ASD

13th

Editi

on–

New

AIS

C S

eism

ic D

esig

n Pr

ovis

ions

–A

NSI

/AIS

C 3

41-0

5 Se

ism

ic P

rovi

sion

s fo

r Str

uctu

ral S

teel

B

uild

ings

–A

NSI

/AIS

C 3

58-0

5 Pr

equa

lifie

d C

onne

ctio

ns fo

r Spe

cial

and

In

term

edia

te S

teel

Mom

ent F

ram

es fo

r Sei

smic

App

licat

ions

–FE

MA

350

–R

ecom

men

ded

Seis

mic

Des

ign

Crit

eria

for N

ew

Stee

l Mom

ent-F

ram

e B

uild

ings

–A

WS

D1.

8 –

Stru

ctur

al W

eldi

ng C

ode

Seis

mic

Sup

plem

ent

Engi

neer

ing

–C

onne

ctio

n de

sign

Mat

eria

l Pro

cure

men

t

•Ty

pica

l wid

e fla

nge:

AST

M A

992

GR

50

•Ty

pica

l pla

te: A

STM

A57

2 G

R 5

0

•Pe

rimet

er:

–C

olum

ns: A

STM

A91

3 G

R. 6

5–

Plat

ing:

AST

M A

572

GR

. 65

Plat

es–

Span

drel

s: A

STM

A91

3 G

R. 5

0–

Bea

m p

latin

g: A

STM

A57

2 G

R. 5

0

NYU

Pal

ladi

um

Shea

rson

Leh

man

St. L

uke’

s H

ospi

tal

Citi

corp

Mt.

Sina

i Hos

p.

Tim

e W

arne

r

“Lip

stic

k”

599

Lex.

Wor

ldw

ide

Plaz

a

750

Seve

nth

Ave

Swis

s B

ank

-Sak

s

1585

Bro

adw

ay

Mor

gan

Stan

ley

450

Lexi

ngto

n

New

Yor

k Ti

mes

Loew

s Th

eate

r, 42

ndSt

.

Hilt

on, 4

2nd

St.

Tim

es S

quar

e 4

(Con

deN

ast)

300

Mad

ison

(CIB

C)

Tim

es S

q. 5

(Ern

st &

You

ng)

420

Fifth

Ave

Hut

ton

Plaz

a

383

Mad

ison

(Bea

r S.)

Hea

rst

Sloa

n K

ette

ring

Hos

p.

731

Lexi

ngto

n

1745

B’w

ay(R

ando

m H

.)

Wor

ld F

inan

cial

C.

WTC

7 R

econ

str.

60 &

75

Wal

l Str

eet

Bar

uch

Col

lege

New

Yor

kSk

ylin

e

Typi

cal a

pplic

atio

ns: S

kysc

rape

rs

77 H

udso

n at

Col

gate

Cen

ter,

Jers

ey C

ity

32 fl

oors

Are

a =

100

000

m2

Floo

r hei

ght =

4,4

m

Tem

pora

ry lo

ads

= 15

,7 k

Pa

Fram

e: 9

x 9

m a

nd 9

x 1

5m

Col

umns

in A

913-

gr65

(S46

0) in

stea

d of

gr

50 (S

355)

Econ

omic

al a

spec

ts o

f ste

el s

truc

ture

s

Col

umn

conv

ersi

on ta

ble

Wei

ght S

avin

g gr

65 /

gr50

: 17%

Gra

de 5

0

A91

3-G

r.65

W 1

4 x

730

W

14

x 66

5W

14

x 66

5

W 1

4 x

605

W 1

4 x

605

W

14

x 50

0W

14

x 55

0

W 1

4 x

426

W 1

4 x

500

W

14

x 39

8W

14

x 45

5

W 1

4 x

398

W 1

4 x

426

W

14

x 37

0W

14

x 39

8

W 1

4 x

342

W 1

4 x

370

W

14

x 34

2W

14

x 34

2

W 1

4 x

283

W 1

4 x

311

W

14

x 25

7W

14

x 28

3

W 1

4 x

233

W 1

4 x

257

W

14

x 21

1W

14

x 23

3

W 1

4 x

193

W 1

4 x

211

W

14

x 17

6W

14

x 19

3

W 1

4 x

159

W 1

4 x

176

W

14

x 14

5W

14

x 15

9

W 1

4 x

132

W 1

4 x

145

W

14

x 12

0W

14

x 13

2

W 1

4 x

109

W 1

4 x

120

W

14

x 99

W14

x10

9-

3463

2970

050

010

0015

0020

0025

0030

0035

00

Gra

de 5

0G

rade

65

Tota

l wei

ght o

f col

umns

(t)

77 H

udso

n at

Col

gate

Cen

ter,

Jers

ey C

ity

Econ

omic

al a

spec

ts o

f ste

el s

truc

ture

s

Map

fre

Tow

erB

arce

lona

(E)

Hot

el O

lym

pica

Bar

celo

na (E

)

HIS

TAR

460

S 35

5

Adv

anta

ges

of H

ISTA

R s

teel

s

Uni

t col

umn

wei

ght (

kg/m

)

MA

PFR

E TO

WER

Col

umn

desi

gn

100

200

300

400

S35

5

S 460

0

2000

4000

6000

8000

Column load (kN)

1000

0 0

1200

0

1400

0

Buc

klin

g le

ngth

: 3,3

mTo

tal c

olum

n w

eigh

tS

355

: 25

,3 t

S 46

0 :

19,3

t

24%

wei

ght r

educ

tion

than

ks to

the

use

ofH

ISTA

R 4

60 s

teel

0510152025303542

Number of floors

Gro

und

floor

Top

floor

Adv

anta

ges

of H

ISTA

R s

teel

sEc

onom

ical

asp

ects

of s

teel

str

uctu

res

AD

VAN

TAG

ES O

F H

ISTA

R 4

60 /

HIG

H G

RA

DE

STEE

LS

IN C

OM

BIN

ATI

ON

WIT

H J

UM

BO

SEC

TIO

NS

FOR

MID

AN

D H

IGH

RIS

E B

UIL

DIN

GS

CO

LUM

NS

I) G

AIN

OF

WEI

GH

T

-LO

WER

MAT

ERIA

L C

OST

S

AT

LEA

ST 3

0%-L

OW

ER T

RAN

SPO

RT

CO

STS

-LO

WER

FAB

RIC

ATIO

N C

OST

S-L

OW

ER E

REC

TIO

N C

OST

S

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