appendix 8.1 - station pier formwork drawings
TRANSCRIPT
3600 S/S
1200 1200
3600 S/S
12001200600
A
B
A
B
600
1
7
9
0
1
7
9
0
2
1
7
0
2
1
7
0
19
81
19
81
19
81
19
81
19
81
19
81
1200 1200
1200 1200 12001200
600
600
C
19
81
19
81
19
81
19
81
19
81
14
85
19
81
19
81
19
81
19
81
19
81
720
1 1
2
2 3
C
2
1
7
0
2
1
7
0
1
7
9
0
1
7
9
0
1200
99
0
2700 S/S 720 S/S
3
6
0
0
S
/
S
3
6
0
0
S
/
S
7
2
0
6
3
600 900 600
2
1
7
0
1
7
9
0
14
85
14
85
14
85
1
7
9
0
1
7
9
0
1200
1200 1200
720 S/S
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
Amendments
Rev By Auth Date
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
ADL/LOM
TL
JFD
07.04.15
STEEL SHUTTER
STATION EDGE PIER-STEM PLAN & SECTION
RIYADH METRO LINE 3
ARRIYADH NEW MOBILITY
KPR006320 13 29 100 01 C
PIER STEAM (ELEVATION 1-1)
SECTION A-A (SHOWING KWIKSTAGE SUPPORT)
SECTION B-B (SHOWING KWIKSTAGE WORKING PLATFORM)
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m287
900
1000
1500
2000
1200 1800 2400
1470 1470 2170 2560
1790 1790 2170 2730
2170 2170 2560 3030
Bay width
Lift height
1470
Bracing Chart and Detail
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det.
S/Slim Soldier to S/Slim Soldier Connection Detail
Detail of Superslim Soldier to Handrail Connection
Falsework Stability
Customer Drawing Reference
RMDK Drawing Reference
S/Slim Soldier End to End Connection Detail
S/Slim Soldier to Strut Adaptor Connection Detail
Plan Legend
A
B
C
DD
C
24
00
24
00
24
00
24
00
24
00
24
00
24
00
24
00
12
00
12
00
12
00
12
00
12
00
12
00
1200 1200
1200 1200
1200 1200
1200 1200
600 600
600
Bra
ce
Brace
Brace
Brace
Brace
Bra
ce
600
Brace
Brace Brace
Brace
12
00
1200
1200
12
00
1200
1200
Bra
ce
Bra
ce
12
00
12
00
12
00
1500 Tube
2
0
0
0
T
u
b
e
Bra
ce
Bra
ce
Bra
ce
6
90
0
90
0
90
0
12
00
Bra
ce
90
0
600 900 600
600 900 600
600 900 600
2
0
0
0
T
u
b
e
2
0
0
0
T
u
b
e
2
0
0
0
T
u
b
e
Bra
ce
Bra
ce
Bra
ce
Bra
ce
12
00
12
00
12
00
Bra
ce
Bra
ce
Bra
ce
90
0
90
0
90
0
12
00
Bra
ce
90
0
600 900 600
600 900 600
600 900 600
1500 Tube
1500 Tube1500 Tube
Brace
Brace
Brace
Brace
Brace
Brace
3600 S/S
1200
1200
3600 S/S
1200
1200
1800
1200
1200
1
7
9
0
2
1
7
0
2
5
6
0
2
1
7
0
600
19
81
19
81
19
81
19
81
19
81
19
81
19
81
19
81
19
81
19
81
19
81
1200
1200 1200
1800
1200
19
81
19
81
14
85
6
19
81
19
81
1800
1200
1800
1200
1800
1200
720
720 S/S2700 S/S
2
1
7
0
2
1
7
0
1
7
9
0
1
7
9
0
99
0
900
900
900
900
900
900
2
1
7
0
1
7
9
0
14
85
14
85
14
85
99
01
48
51
48
51
48
5
2
2
3
3
1 1
2500 Tube
2500 Tube
15
00
T
ub
e
720 S/S
720
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
Amendments
Rev By Auth Date
PIER STEM (ELEVATION 2-2)
SECTION C-C (SHOWING STEM WORKING PLATFORM)
SECTION D-D (SHOWING KWIKSTAGE SUPPORT)
900
1000
1500
2000
1200 1800 2400
1470 1470 2170 2560
1790 1790 2170 2730
2170 2170 2560 3030
Bay width
Lift height
1470
Bracing Chart and Detail
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det.
S/Slim Soldier to S/Slim Soldier Connection Detail
80
Lift Height Safe Working Load
1500
60
2000
Detail of Superslim Soldier to Handrail Connection
Customer Drawing Reference
RMDK Drawing Reference
S/Slim Soldier End to End Connection Detail
S/Slim Soldier to Strut Adaptor Connection Detail
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m287
Falsework Stability
STARTING PANEL ELEVATION
SCAFFOLD BOARD CLAMP
A
B
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
ADL/LOM
TL
JFD
07.04.15
STEEL SHUTTER
STATION EDGE PIER-STEM PLAN & SECTION
RIYADH METRO LINE 3
ARRIYADH NEW MOBILITY
KPR006320 13 29 100 02 C
C
3600 S/S3600 S/S
EE
3600 S/S3600 S/S
1800
1
7
9
0
2
1
7
0
600
1981
1981
C 6
1200
1200
2700 S/S 720 S/S
1485
7
2
0
1
8
0
0
S
/
S
1
7
9
0
1981
1200
1485
1485
2
1
7
0
720 720
1981
1981
1981
1981
1981
1981
1485
1485
1485
1981
1981
1981
1981
1981
1981
1981
1485
1485
1485
1485
1981
120012006001200 1200 600
120012006001200 1200 600
2
1
7
0
2
1
7
0
2
1
7
0
2
1
7
0
2
1
7
0
2
1
7
0
1981
1981
1981
1981
1981
1981
1485
1485
1485
1485
1981
1981
1981
1981
1981
1981
1981
1485
1485
1485
1981
1200 1200
1200 1200
2
1
7
0
2
1
7
0
2
1
7
0
2
1
7
0
2
1
7
0
2
1
7
0
990
990
1
7
9
0
1
4
7
0
1
7
9
0
1
4
7
0
1
4
7
0
1
4
7
0
1485
900
900
900
900
900
600 900 600
600 900 600
600 900 600
2
1
7
0
2
1
7
0
2
1
7
0
1
7
9
0
1
4
7
0
2
0
0
0
T
u
b
e
2
0
0
0
T
u
b
e
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
Amendments
Rev By Auth Date
PIER CROWN (ELEVATION 1-1)
SECTION E-E (SHOWING CROWN PLATFORM)
PIER CROWN (ELEVATION 3-3)TYPICAL STAIR CASE ELEVATION
STAIR CASE UNIT (ALUMINUM VERSION)
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m287
Falsework Stability
A
B
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
ADL/LOM
TL
JFD
07.04.15
STEEL SHUTTER
STATION EDGE PIER-CROWN DETAIL
RIYADH METRO LINE 3
ARRIYADH NEW MOBILITY
KPR006320 13 29 100 03 C
C
600
1200
Brace
1800
1200
Brace
1800
600
1200
600 600
1200
900
1800
1800
900
900
1200
2
1
7
0
1
7
9
0
2500
2000
3000
2000
3000
1981
1981
1981
1981
1981
1981
1981
1981
1981
1981
1200
2
1
7
0
900
1
7
9
0
2 2
1
1
1200 1200
A A
B B
1800
600
C
1
7
9
0
1
7
9
0
2
5
6
0
2
1
7
0
C
1200
720
2
1
7
0
2
1
7
0
1981
1981
1485
1485
1485
1485
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
A
Amendments
Rev By Auth Date
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
NCC
TL
JD
--
Pier Stem-Steel Panel, K/Stage Access-Sheet 1 of 2
Central Station Piers
Package-2, Line-3, Riyadh Metro
Ar Riyadh New Mobility
KPR006320 14 29 100 01 C
PIER STEM ELEVATION 2-2
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det. S/Slim Soldier to S/Slim Soldier Connection DetailS/Slim Soldier End to End Connection Detail
S/Slim Soldier to Strut Adaptor Connection Detail
Detail of Superslim Soldier to Handrail Connection
Customer Drawing Reference
Falsework Stability
PLAN A-A (SHOWING KWIKSTAGE SUPPORT LAYOUT)
PLAN B-B
Product Notes : Kwikstage Access / Kwikstair
RMDK Drawing Reference
(SHOWING KWIKSTAGE WORKING PLATFORM SUPPORT )
PLAN C-C
(SHOWING TOP WORKING PLATFORM)
!
Note:
All dimensions and elevations
to be confirmed by Customer
!
All bolt holes on steel panels
to be used with specified bolts
Denotes s/slim prop assembly location
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m287.0
Pier Stem Elevation 1-1 - Showing Kicker Panel
B
C
3
3
1200
B
B
2
1
7
0
1
7
9
0
2
1
7
0
1981
1981
1200
2
1
7
0
900
1981
1981
1981
1981
1981
1981
1981
1981
1981
1485
1485
1485
1485
1
7
9
0
3000
3000
3000
3000
3000
3000
3000
3000
540
180
1800 S/S900 S/S
540
1800 S/S 900 S/S 540
3600 S
/S
2700 S
/S
3600 S
/S
2700 S
/S
2700 S/S
1800 S
/S
2700 S/S
180
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
A
Amendments
Rev By Auth Date
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det.
S/Slim Soldier to S/Slim Soldier Connection DetailS/Slim Soldier End to End Connection DetailS/Slim Soldier to Strut Adaptor Connection Detail Detail of Superslim Soldier to Handrail Connection
Customer Drawing Reference
Falsework Stability
Product Notes : Kwikstage Access / Kwikstair
RMDK Drawing Reference
PIER STEM (ELEVATION 3-3) - FIRST POUR
PLAN B-B
RAPIDSHOR STAIR UNIT (ALUMINUM VERSION)
Product Notes : Rapidshor
!
Note:
All dimensions and elevations
to be confirmed by Customer
!
All bolt holes on steel panels
to be used with specified bolts
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m287.0
DENOTES S/SLIM PROP ASSEMBLY LOCATION
PLAN B-B (SHOWING PRIMARY BEAM)
B
C
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
NCC
TL
JD
--
Pier Stem-Steel Panel, K/Stage Access-Sheet 2 of 2
Central Station Piers
Package-2, Line-3, Riyadh Metro
Ar Riyadh New Mobility
KPR006320 14 29 100 02 C
44
D D
1200
2
1
7
0
2
1
7
0
1
7
9
0
1
4
7
0
1200
2
1
7
0
2
1
7
0
1
7
9
0
1
4
7
0
E E
1981
1981
1981
1981
1981
1981
1981
1981
1485
1485
1485
1485
1485
600
3500 Tube
3500 Tube
3500 Tube
3500 Tube
1500
3000
3000
3000
3000
3000
3000
3000
3000
1500
3000
3000
3000
3000
3000
3000
3000
3000
900
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
A
Amendments
Rev By Auth Date
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det. S/Slim Soldier to S/Slim Soldier Connection DetailS/Slim Soldier End to End Connection Detail
S/Slim Soldier to Strut Adaptor Connection Detail
Detail of Superslim Soldier to Handrail Connection
Customer Drawing Reference
Falsework Stability
Product Notes : Kwikstage Access / Kwikstair
RMDK Drawing Reference
CORBEL (ELEVATION 4-4) - SECOND POUR
PLAN D-D
(SHOWING KWIKSTAGE WORKING PLATFORM SUPPORT )
PLAN E-E
(SHOWING TOP WORKING PLATFORM)
Product Notes : Rapidshor
!
Note:
All dimensions and elevations
to be confirmed by Customer
!
All bolt holes on steel panels
to be used with specified bolts
DENOTES TURNBUCKLE LOCATION
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m245
B
C
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
NCC
TL
JD
--
Corbel-Steel Panel, Kwikstage Access
Central Station Piers
Package-2, Line-3, Riyadh Metro
Ar Riyadh New Mobility
KPR006320 14 29 100 03 C
1500
1500
G G
E F
2
1
7
0
2
1
7
0
1200 1200
2
1
7
0
2
1
7
0
1
7
9
0
1
4
7
0
1
7
9
0
4500 Tube
1981
1981
1981
1981
1981
1981
1981
1981
1981
990
1485
1485
1485
1485
600
3500 Tube
3500 Tube
3500 Tube
3500 Tube
1
4
7
0
3000
3000
3000
3000
3000
3000
3000
3000
1500
1500
3000
3000
3000
3000
3000
3000
3000
3000
900
4500 Tube
4500 Tube
5
5
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
A
Amendments
Rev By Auth Date
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det. S/Slim Soldier to S/Slim Soldier Connection DetailS/Slim Soldier End to End Connection Detail
S/Slim Soldier to Strut Adaptor Connection Detail
Detail of Superslim Soldier to Handrail Connection
Customer Drawing Reference
Falsework Stability
Product Notes : Kwikstage Access / Kwikstair
RMDK Drawing Reference
PIER CROWN (ELEVATION 5-5) - THIRD POUR
PLAN F-F
(SHOWING KWIKSTAGE WORKING PLATFORM SUPPORT )
PLAN G-G
(SHOWING TOP WORKING PLATFORM)
Product Notes : Rapidshor
!
Note:
All dimensions and elevations
to be confirmed by Customer
!
All bolt holes on steel panels
to be used with specified bolts
DENOTES S/SLIM PROP ASSEMBLY LOCATION
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m266
B
C
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
NCC
TL
JD
--
Crown- Steel Panel, Kwikstage Access
Central Station Piers
Package-2, Line-3, Riyadh Metro
Ar Riyadh New Mobility
KPR006320 14 29 100 04 C