TNAG-0273-FCO40-309-Scheme-for-development-of-container-terminal-at-Hong-Kong-1970 — Page 96

+15.00

135'-0"

15-0

15'-0"

isto

I5-0*

15'-0"

+12.75'

+0.75'

M.M.H.W+7.1Q

- 8′′x 30′′ H. W. FENDER AT 2-6'%

2"x 12′′ H.W. UPPER AND LOWER WALINGS-

M.LLW+2:00)

0.00 ̊C.D.

~60.00'

_-70·00'

39-3*

38′-0′′

50-0′′

15-0*

R. 38-0

42*0.0. HOLLOW CIRCULAR PRESTRESS

I CONCRETE PILES

CONTAINER-CRANE TRACK soʻoʻ gauge

15-0

15-0°

3"BITMAC AND

1-6x 2-3 SERVICE DUCT

-12 ASPHALTIC CONCRETE

72 LEAN CONCRETE →

+15.00'

LIN 100

FLAT

TYPE STEEL SHEET PILING

FRONT ELEVATION

45'-0"

45'-0"

45-0"

FLAT-TYPE STEEL SHEET PILI

„15-0*

7-6′′

„5-6′′ x 5′′6′′.

PILE CAP

24"x 24′′

TIE BEAMS

R. 38'-0"

—–BʻX JOH.W.FENDER AT 2-6%

R.C. BRACKET

PLAN

ENGINEERING REPORT

CONTAINER TERMINAL

KWAI CHUNG

5-6′′ × 5-6′′

PILE CAP

RUBBER BUFFER

2′′K (2′′H.W.UPPER AND LOWER WALINGS

RECOMMENDED

R. C. TIE BEAM

R. C. CRANE BEAM

- 5'-6′× 5'′-6′ x 16 PILE CAP

0.00' C.D.

APPROX. EXISTING

SEA BED -28-00'

-35.00

POSSIBLE FUTURE DREDGED DEPTH-40.00

SOFT CLAY

0.00 ̊C.D.

42′′O.D. HOLLOW CIRCULAR PRESTRESSED CONCRETE PILES

FLAT-TYPE STEEL SHEET PILING

GRANULAR FILL

~60-00'

-70.00

COMPACT SOIL

RUBBER BUFFER

KERB LEVEL +15·00′

SECTIONAL ELEVATION

2-4*

2-6"

SLOT FOR TRAILING CABLE

+13.25'

x10 FENDER

SERVICE DUCT

+10.25'

OF CRANE RAIL

€ OF CRANE RAIL

12′′ x 12′′ H.W. WALING

R.C. BRACKET

Bo'x 72"RECESS 5 DEEP

ree

CRANE RAIL

AT 175 LB/YD. APPROX.

R.C. CRANE BEAM

RECLAMATION

FILL

SOFT CLAY

NOTES:-

DETAILS OF FENDERING SYSTEM

1. THIS TYPE RECOMMENDED FOR BERTHS No. 2, 3 AND 4.

2. THE INITIAL SURFACING WILL BE 4* BITMAC ON 8*CRUSHER RUN STONE OR HARDCORE,

3.

4.

5.

6.

AFTER SETTLEMENT THE SURFACING SHOWN OR SIMILAR SHOULD BE PROVIDED.

FLAT-TYPE STEEL SHEET PILING TO BE 15-7° WIDE * 0-374" THK. WEIGHING 36.4 LB. PER FT, RUN OR SIMILAR,

HOLLOW CIRCULAR PRESTRESSED CONCRETE PILES AS TYPICAL SECTION ON DRAWING 18. THEIR LENGTHS WILL VARY AND ARE ESTIMATED AT ABOUT HO FT. FOR BERTHS Nos. 2 AND 3 AND 70 FT. TO 110 FT. FOR BERTH No. 4. THEY MAY BE DRIVEN OPEN-ENDED OR WITH POINTED SHOES.

MATERIALS:-

(1) PRESTRESSED CONCRETE PILES:

SPECIFIED WORKS CUBE STRENGTH AT 28 DAYS Uw=6,000 p.s.l. SPECIFIED MINIMUM CUBE STRENGTH AT TRANSFER Wt=5,000 psi. 7-WIRE PRESTRESSING STRAND TO B. 5. 3647

(i) PRECAST AND IN-SITU REINFORCED CONCRETE:

SPECIFIED WORKS CUBE STRENGTH AT 28 DAYS Uw=4,500 psl.

(HI) M. S. REINFORCEMENT TO COMPLY WITH B. 5. 785

100-TON MOORING BOLLARDS TO BE PROVIDED AT 120 FT. CENTRES ALONG COPE.

QUAY

STRUCTURE

TYPE 'B'

PORT WORKS DIVISION

P. W. D.

HONG KONG

19