Zhjv-w-i-si-0168-0 a1_abutment - Pile Cap Formwork Panel Assembly Darwing
1
Note: Timber beam type 1 is used for panel type : NM02,NM04,WM22,WM23,WM25, TP02,TP04 Timber beam type 2 is used for panel type : NM01,NM03,TP01,TP03,TP05 All dimension shown in this drawing should be read in mm. DETAIL C PROJECT DOCUMENT NUMBER: company phase SCALE : FILE NAME: zone document number DRAWING TITLE: A1_ ABUTMENT WORKING DRAWING ENGINEERING CONSULTANT: REV ESTABLISHED CHECKED APPROVED DATE DESCRIPTION STAT. GOVERNMENT OF UGANDA EMPLOYER: ORIENTAL CONSULTANTS CO., LTD. EIGHT-JAPAN ENGINEERING CONSULTANTS INC. UGANDA NATIONAL ROADS AUTHORITY PLOT 11, YUSUF LULE ROAD P O BOX 28487 KAMPALA - UGANDA Email: [email protected] PYUNGHWA ENGINEERING CONSULTANTS LTD ENGINEERING CONTRACTOR: ZENITAKA-HYUNDAI Joint Venture P.O.BOX 7158, Kampala, Uganda 490 900 900 640 200 210 300 300 300 300 300 300 300 380 2880 2440 490 460 700 800 750 220 2440 490 2880 200 210 300 300 300 300 300 300 300 380 40 490 900 900 640 200 210 300 300 300 300 300 300 300 380 2880 2440 490 40 40 460 700 800 750 220 2440 490 2880 200 210 300 300 300 300 300 300 300 380 40 490 900 900 640 404 200 210 300 300 300 300 300 300 300 380 2880 2440 490 40 490 900 900 640 404 200 210 300 300 300 300 300 300 300 380 2880 2440 490 40 532 800 750 220 1812 490 2880 200 210 300 300 300 300 300 380 590 40 532 800 750 220 1812 490 2880 200 210 300 300 300 300 300 300 670 40 1564 214 850 500 398 300 1620 1966 520 650 796 126 194 180 300 330 300 300 380 2100 300 300 304 1564 214 850 500 318 300 1620 300 300 384 18 20 18 18 20 18 18 Flange clamp IRU WLH URG Timber beam Steel waling 1000 940 2200 40 40 2280 1000 1140 Plywood size 160 820 170 17 1150 18 765 305 250 250 380 150 2100 160 820 170 17 1150 18 765 305 250 250 380 150 2100 798 650 116 16 1564 20 510 300 300 320 300 370 10 2100 736 900 190 1826 130 340 300 300 300 380 1620 190 900 348 1438 300 300 300 300 238 182 1620 PLYWOOD SIZE HOLE POSITION FOR TIE ROD TIMBER BEAM POSITION STEEL WALING LENGTH 300 1220 1220 300 Flange clamp IRU WLH URG Timber beam Steel waling 300 1000 1200 1500 650 4570 40 40 4650 300 1000 1200 1500 650 1220 1220 1220 990 Lifting hook Plywood size TIMBER BEAM TYPE 1 TIMBER BEAM TYPE 2 H20 / L=4570 H20 / L=4570 H20 / L=2200 H20 / L=2200 H20 / L=4570 H20 / L=4570 H20 / L=2200 H20 / L=2200 H20 / L=2200 H20 / L=2200 H20 / L=2200 H20 / L=2200 H20 / L=2200 H20 / L=4570 H20 / L=4570 H20 / L=4570 "C" "C" 354 50 50 Timber plank 20 20 Plywood t=18mm Plywood t=18mm
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Zhjv-w-i-si-0168-0 a1_abutment - Pile Cap Formwork Panel Assembly Darwing
Transcript of Zhjv-w-i-si-0168-0 a1_abutment - Pile Cap Formwork Panel Assembly Darwing
Note:
Timber beam type 1 is used for panel type : NM02,NM04,WM22,WM23,WM25, TP02,TP04
Timber beam type 2 is used for panel type : NM01,NM03,TP01,TP03,TP05
All dimension shown in this drawing should be read in mm.
DETAIL C
PROJECT DOCUMENT NUMBER:
companyphase
SCALE :
FILE NAME:
zonedocument number
DRAWING TITLE:
A1_ ABUTMENT
WORKING DRAWING
ENGINEERING CONSULTANT:
REVESTABLISHED CHECKED
APPROVED
DATE DESCRIPTION
STAT.
GOVERNMENT OF UGANDA
EMPLOYER:
ORIENTAL CONSULTANTS CO., LTD.
EIGHT-JAPAN ENGINEERING CONSULTANTS INC.
UGANDA NATIONAL ROADS AUTHORITY
PLOT 11, YUSUF LULE ROAD
P O BOX 28487
KAMPALA - UGANDA
Email: [email protected]
PYUNGHWA ENGINEERING CONSULTANTS LTD
ENGINEERING CONTRACTOR:
ZENITAKA-HYUNDAI Joint Venture
P.O.BOX 7158, Kampala, Uganda
490 900 900 640
200210300300300300300300300380
2880
2440 490
460700800750220
2440490
2880
200 210 300 300 300 300 300 300 300 380
40
490900900640
200 210 300 300 300 300 300 300 300 380
2880
2440490
40
40
460 700 800 750 220
2440 490
2880
200210300300300300300300300380
40
490 900 900 640
40
4
200210300300300300300300300380
2880
2440 490
40
490900900640
40
4
200 210 300 300 300 300 300 300 300 380
2880
2440490
40
532800750220
1812490
2880
200 210 300 300 300 300 300 380 590
40
532 800 750 220
1812 490
2880
200210300300300300300300670
40
1564
214 850 500
398300
1620
1966
520 650 796
126194180300330300300380
2100
300300304
1564
214850500
318 300
1620
300 300 38418
20 18
18 20
18
18
Flange clamp
Ø22 for tie rod
Timber beam
Steel waling
10
00
94
0
22
00
40
40
22
80
10
00
11
40
Plywood size
160 820 170
17 1150 18
765 305 250 250 380 150
2100
160820170
17115018
765305250250380150
2100
798 650 116
16 1564 20
510 300 300 320 300 370 10
2100
736 900 190
1826
130 340 300 300 300 380
1620
190 900 348
1438
300 300 300 300 238 182
1620
PLYWOOD SIZE
HOLE POSITION FOR TIE ROD
TIMBER BEAM POSITION
STEEL WALING LENGTH
30
0
12
20
12
20
30
0
Flange clamp
Ø22 for tie rod
Timber beam
Steel waling
30
01
00
01
20
01
50
06
50
45
70
40
40
46
50
30
01
00
01
20
01
50
06
50
12
20
12
20
12
20
99
0
Lifting hook
Plywood size
TIMBER BEAM TYPE 1
TIMBER BEAM TYPE 2
H20 / L=4570 H20 / L=4570
H20 / L=2200 H20 / L=2200
H20 / L=4570 H20 / L=4570
H20 / L=2200 H20 / L=2200
H20 / L=2200 H20 / L=2200
H20 / L=2200
H20 / L=2200
H20 / L=2200
H20 / L=4570
H20 / L=4570
H20 / L=4570
"C"
"C"
35
45
0
50
Timber
plank
20
20
Plywood
t=18mm
Plywood
t=18mm
