ITO JOINT VE~TURE The Second Bangkok International Airport Project (Suvarnabhuml Airport)

The Construction of Passenger Terminal ComplexItalian-Thai Development Public Company LimitedTakenaka Corporation -Obayashi CorpOration

Package 3 : Concourse Building

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ITO Joint Venture

(]I)@.Italian-Thai • Takenaka • Obayashi

CALCULATION SHEETS

FOR

TOWER CRANE FOUNDATION

DEVELOPED BY

ITALIAN-THAI DEVELOPMENT PUBUC COMPANY LIMITED

TAKENAKA CORPORATION

OBAYASHI CORPORATION

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WIND OUT OF SERVICE PRESSUREI MAX I(G/CM21 PLINTH

SIZE (m)

V (I) H (I) M (trn) I V (I) I H (I) . I M (trn) I S I FS I AxB

1~ r50

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16

1 ~ 50.38UP 1 . 1.8 101.8 ' '45.74 ~ 56.59 1.38 I I 4.6 x 1.3

22.00 UP 4 1 51.65 1.96 10B.9' 46.94 7.76 85.52 1.44 I I 4.6 x 1.3

25.75 UP 5 1 52.92 2.12 116.5 48.14 8.48 117.7 1.28 I 5.0 x 1.3

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33.25 UP . 7 1 55.47 2.44 133.7 50.54 . 10 193.6 1.44 5.4 x 1.3

-71 33.25 DOWN 7 1 55.47 2.44 133.7 50.54 9.90 168.6 1.31 I 5.3 x 1.3

37.00 DOWN 8 1 56.74. 2.61 1-43.1 I 51.74 I 10.7 . I 199.1 I I 1.47 I 5.4 x 1.3

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4.5

5

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CRANE IN SERVICE: FORCES AT GROUNDCALCULATED WITH TELESCOPING CAGE UP

SF = WITHOUT TELESCOP-ING CAGE.

V =- VERTICAL LOADH:::: HORIZONTAL THRUSTM:::: TOTAL MOMENT :S:::: IN SERVICEFS = OUT OF SERVICE

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CRANE TYPE CT 602 STATIC WITHOUT CHASSIS - ~'R"VI;:nSION

IlEIGWr rELESCOP TOWER ELEMENTS WIND 'IN SERVICE' WIND 'OUT Of SERVICE' PRESSURE PLINTHUNDEH CAGE QUANTITY AND TYPE Max./Kg./cm2 DIMENSIONS It

HOOK (rn) POSITION V H M V Ii MI

120xll 120x11 (t) (t) (tm) " (t) (t ) . (till)' S FS

22.15 HIGH 5 50.05 2.09 161.6 56-.49 8.34 74.36- 1.52 5 x 5 x 1.3""

25.90 HIGH 6 59.55 2.24 169.8 57.91 9.01 109.3 1.57 5 x 5 x 1.3 4.6

29.65 mGH 7 61.05 2.39 178.5 59.32 9.73 140.0 1.62 5 x 5 x 1.3J

33.40 HIGH 8 62.55 2.53 187.8 60.74 10.4 190.4 1.42 ' 5.5 x 5.5 x 1.3

37 .~5 HIGH 8 1 64.05 2.68 197.6 62.15 11.2 236.5 1. 60 5.5x5.5x1.3 5

40.90 LOw' '8 2 65.70 2.03 208.0 63.71 11.8 234.5 1. 60 5.5 x 5.5 x 1.3

44,65 LOW 8 3 67.35 2.98 219.0 65.27 12.6 280.5 1.49 6x6x1.3. 5.5,48. LlO LOW 8· 4 .69.01 3.13 230.5 66.83 13.3 ' 330.1 1.64 6x6x1.3

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ERECTION DISMANTLINGBALLASTING - REACTIONS-

CRANE TOWERS

2. 3. 2. CALCULATION OF THE CONCRETE BLOCKS

2. 3. 2. 1. IN SERVICE

.. ~ !. .'.". "... '.- ·..·········· ..···· ····r········4 ••••

¥'..:., .••••••••••••..•••.••••••.••••••..• Page. "'l I c,~_..... . .•.... ~ ...-.-a.s.c WEIGHT MAXIMUH SHEARING MAX. REACTIONS

HOhlEN'l' PORCE TENSION COMPRESSION

8.00 4.6195 66748 1505 19958 43056

11.00 47345 70520 163B 2l.451 45124.

14 .00 4.8495 74691 1771 23133 473BO

H.OO 4964.5 79261 1903 25002 49825

20.00 50615 84024. 2025 27008 52316•....•

23.00 51595 99907 2147 29543 55335"I;

Y 26.00 52555 97726 2266 32992 59269[ .:

29.00 53525 106167 2390 36733 634.96"._"

32.00 54495 115186 2511 40748- 67995

-~ 35.00 r 55465 124749 2633 45019 72752.: ....

38.00 564.35 1.34.829 2754- 49535 77752. . ..

4.1.00 574.05 - H.5401 2876 54283 82985. ""

44.00 5B375 1564.46 2997 59254 B844 •.

47.00 59345 16794.9. 3119 64441 94114

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EDlTION: 2.0.01.95 3 1 11 76A-0230-030-0

BALLASTING - REACTIONS -CRANE TOWERS ERECTION DISMANTLING

··········....········..······1....·......2. 3. 2. 2. OUT OF SERVICE .....................••..•..•••..•. Paqe ..~.~ .~_

H.S.C WRIGHT H.AXL"!UM SHRAR.ING MAX. REACTIONSMOMENT FORCE TENSION COMPRESSION ......

8.00 40195 59226 4050 17907 38005

11. 00 41.345 59226 4475 17620 38292

14.00 4249S 59226 4900 1.7332 3BSBO

17.00 4Jb4£ £922& £32£ 17045 3.8967

20.00 44.615 59226 5714 16802 39110

23.00 45SBS 59226 6661 16560 39352..,

26.00 46555 691.26 7373 20991. 44268

29.00 47525 91.734 790B 31420 SSlB2

~32.00 48495 1.1.5946 8443 42606 66B54...~ '.

~--? 3S .00 49465 141762 8978 54SS0 79283

38.00 50435 1.691.83 951.2 67251. 92469

41.00 51.405 198208 10047 6071.0 106412

44.00 52375 226636 10582 94925 12111.3

47.00 53345 261072 11.11.7 1.09998 136571

II

76A-0230-030-0 12 EDlTlON: 20.01.95 3 1

1-1,\,--"--1 '''-'' , "' .......... . ._..- .. _ ... ---ERECTION DISMANTLING CRANE TOWERS

I.) - --.-'- . ..···....·....···......····..r············'.<.....................................Page .1.~. .l.5.........,

2. 3. REACTIONS ON THE FIXING ANGLES MC120 NF P16ACAN BE TELESCOPED

2. 3. 1. REACTIONS ON THE FIXING ANGLES

2.3. 1. 1. REACTIONS IN SERVICE

REARWIND I JIB I I PERPENDICULAR

YxJ .. 11-11-

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T A BTORSIONALMOM~

:~ TX TY TX 11' : TOTAl-S _IN . E (torsion not inclued)~ ·f"-.-'"

8.o 11 -34 -34 -34 -12 -43 -2 -39 -21 -39 -12 -41 -4310 -34 11 10 20 -12 16 -21 16 -2 18 --12

1.4 0.0 0.0 1.4 1.1 1.0 0.0 2.9 2.9 0.0 0.9 2.B

11.0 12 -35 -35 -35 -12 -45 -5 -42 -19 -42 -12 -43 -4511 -35 12 11 21 -12 18- -19 1B -5 19 -12

1.5 0.0 0.0 1.5 1.2 1.1 0.0 3.0 3.0 0.0 0.6 3.0

14.0. 13 -36 -36 -37 -12 -47 -8 -45 -16 -45 -12 -45 -4712 -37 13 12 23 -l.2 2:1. -16 2l -B 2:1. -12

. 1.7 0.0 0.0 1.7 1.3 1..2 0.0 3.1 3.1 -0.0 0.4 3.2

17.0 14 -38 -36 -39 -12 -50 -1.1. -48 -1.4 -48 -1.2 -48 -501.3 -39 14 1.3 25 -12 24 -14 24 -11 24 -12

1.8 0.0 0.0 1.8 1.3 1.3 0.0 3.2 3.2 0.0 0.1 3.3

20.0 '15 -40 -40 -40 -13 -52 -14 -51 -11 -51 -13 -52 -5215 -40 15 1S 27 -13 26 -11 26 -14 27 -13

1.9 0.0 0.0 1.9 1.4 1.4 0.0 3.3 3.3 0.0 0.2 3.4

r> 23.0 17 -42 -42 -42 -13 -55 -17 -55 -8 -55 -13 -55 -55'- )"---- 16 -42 17 1.6 29 -1.3 29 -8 29 -1.7 30 -132.0 0.0 0.0 2.0 1.5 1.5 0.0 3.4 3.4 0.0 3.5 0.4

26.0 18 -44 -<\.4 -44 -1.3 -57 -21 -58 -5 -58 -1.3 -59 -5917 -44 1B 17 31 -13 32 -s 32 -21 33 -13

2.1 0.0 0.0 2.1 1.6 1.6 0.0 3.5 3.5 0.0 0.7 3.6

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EDITION: 20.01.95 3 7 76A-0230-030-0,

Tille Date

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.. - STS ENGINEERING CONSULTANTS COo/LTD.SUMMARY OF TJ1ST RESULTS

.~:....-. '.<).....•••. ..• "

PROJECT

20/01/91

SDIA AIR PASSENGEH TERMINAL & FACILITIES I LOCATION NONGNGUEIlAO, SAT;llJD'JlAlc.ARN

DATE

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LL.

DOHING No. DII· 6 I lOU Nu. 6025 I OY PT' ODS[;:RYED \V.L. -2.00 I-'

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