SECTION A-A B...10. The design of the Formwork has been based on the recommendations of 'Formwork -...
1
18 mm ply liner to i/s face. 900 10 15 17 8 STEP IN SLAB. STRAIGHT WALL NO TIMER GRADE PIECES BETWEEN PANEL. CURVE WALL TIMBER GRADE PIECES REQUIRED. TIES THROUGH PANEL TIE HOLES. 900mm Centres. TIES THROUGH PANEL TIE HOLES. 900mm Centres. TIES THROUGH PANEL TIE HOLES. WALL RADIUS. 49100mm denotes propping denotes propping denotes propping denotes propping 9.010 9.830 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 900 X 1200 900 X 1200 900 X 1200 900 X 1200 900 X 1200 900 X 1200 900 X 1200 900 X 1200 750 X 1200 750 X 1200 450 X 1200 450 X 1200 140 204 1220 485 1220 485 A A B B ELEVATION POUR 1. TOF +19.010 TOW +19.830 TOW +20.100 TOW +20.370 400 380 8 STRAIGHT WALL NO TIMER GRADE PIECES BETWEEN PANEL. CURVE WALL TIMBER GRADE PIECES REQUIRED. STEP IN BASE SLAB. 1828 1650 2250 2250 2250 960 2250 2250 FRAMI UNIVERSAL WALER FRAMI WEDGE CLAMP FRAMI CLAMP FRAMI UNIVERSAL FIXING BOLT FRAMI SUPER PLATE FRAMI ADJUSTABLE CLAMP KEY CODE FOR COMPONENTS FRAMI SUPPORTING CONSTRUCTION FRAMI ADJUSTABLE STRUT 260 FRAMI ADJUSTABLE STRUT 340 FRAMI ANCHORING BRACKET FRAMI CLIP PANEL SOLDIER CONNECTOR RC250 RETAINING WALL 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 300 X 1500 300 X 1500 10 75 1220 1220 485 1220 485 1566 C C ELEVATION POUR 2. 300 X 1500 300 X 1500 TOF +19.010 TOW +20.270 TOW +20.170 TOW +20.115 TOF +18.630 32 910 17 15 10 8 915 PLAN PROFILE OF PANELS.TO RADIUS. 910 915 18 mm ply liner to i/s face. 17 15 10 8 TIMBER PACKERS. O/S I/S varies1102 ply18 250 Frami Adj Brace . 2m centre max. 16mm Excalibur screw in anchor or similar kicker 200mm SECTION A-A Fillet at top of wall. 1220 485 varies1740 Frami Adj Clamp. 18mm ply face. Frami Adj Brace . 2m centre max. 16mm Excalibur screw in anchor or similar Frami access bracket. 1.5m centres max. kicker 200mm 100x75 support timber, fixed with adjustable clamp. 15mm Dywidag tie system. SECTION B-B Fillet at top of wall. 250 ply1220 ply485 varies1595 Frami Adj Clamp. 18mm ply face. Frami Adj Brace . 2m centre max. 16mm Excalibur screw in anchor or similar Frami access bracket. 1.5m centres max. kicker 200mm 100x75 support timber, fixed with adjustable clamp. 15mm Dywidag tie system. SECTION C-C Fillet at top of wall. 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 4550 2275 2275 1220 485 PLY SETTING OUT 5 GANG PANEL. CURVE 10 10 10 10 10 1220 485 2275 PLY CUTTING 910 30 910 910 1020 450 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 4500 2250 1220 485 VERTICAL DIMS TO FOLLOW PANEL MAKE UP ON ELEVATION. PLY CUTTING PLY SETTING OUT 5 GANG PANEL. STRAIGHT 2250 2250 450 1020 30 900 900 GENERAL NOTES: 1. This drawing is the property of NES Ltd 2. This design is to be used with Frami user gude and design notes.. 3. The unauthorised use, reproduction or processing of this drawing is forbidden. This drawing must not be communicated to third parties, not involved in this project 4. The information provided in this drawing must be used in conjunction with Doka user guides.. 5. All Health and Safety advice must be observed. 6. This drawing has been prepared with all reasonable skill and care from details supplied. No alteration in the loading is to be made. 7. The client is responsible for the design and supply of level and prepared foundations capable of withstanding the imposed design load. 8. Lifting information: Lifting hook / maximum 1.5t Used in pairs. Max chain angle: 30°. 9. Plywood assumed to be Douglas Fir 18mm. 10. The design of the Formwork has been based on the recommendations of 'Formwork - A Guide to Good Practice', 3rd Edition, 2012, Published by the Concrete Society. FORMWORK 11. The Formwork pressure Pmax. is to be designed on D x [(C1/R) + (C2 x K / (H- (C1/R)))] or D x H , whichever is the lower value. This pressure has been calculated from CIRIA Report 108, based on the following: C1: Shape Coefficient C2: Concrete consstituent Coefficient. D: Density/weight of concrete H: Shutter Height h: Vertical Pour Height K: Temperature Coefficient R: Rate of Rise up Form T: Concrete Temperature Neigl Civil Engineering . NES LTD. 4 Kingswood Avenue Jesmond Newcastle Upon Tyne NE2 3NS. [email protected] ate of Rise = 1.75m/h Group B concrete in accordance with CIRIA R108 Pour Temp : 20 Degrees Pour Height: 1.75m Height of formwork: 1.8m P max : 50KN/m² THIS DRAWING HAS BEEN PRODUCED ACCORDING TO (CUSTOMER'S ISSUE) DRAWING NO ... DATE REV. REVISIONS DETAILS DR. Status: PRELIMINARY. HADEN HILL CONSTRUCTION LTD. RETAINING WALL Project: Drawn: - NF Checked by: CB Drg No: NES/NF 0218-001 Date:03-06-2020 Revision: - P02 OMEGA WARRINGTOM. NEIGL CIVIL ENGINEERING. TIMBER STOPEND BY CLIENT TIE BOLT & PLATE WASHER NUT WALER TIE SYSTEM PLATE WASHER NUT 15 mm TIE ROD 15 mm CONE SAFE WORKING LOADS: TIE ROD 15 mm = 90 kN PLATE WASHER NUT 15 = 90 kN SPACER TUBE LIFTING HOOK. 2 PER PANEL MAX. WORKING LOAD: 1500 KG MAX. CHAIN ANGLE: 30° LIFTING HOOK Crane chain length not to be shorter than distance between designated fixing points. The crane needs to run in a straight line and must not collide with any element of the Formwork 60° Min. angle Dist. between fixing points 03-06 P02. PLAN AND PLY DETAILS ADDED. NF.
Transcript of SECTION A-A B...10. The design of the Formwork has been based on the recommendations of 'Formwork -...
18 mm ply liner to i/s face.
900
1015
17
8
STEP IN SLAB.
STRAIGHT WALL NO TIMER GRADE PIECES BETWEEN PANEL.
CURVE WALL TIMBER GRADE PIECES REQUIRED.
TIES THROUGH PANEL TIE HOLES.900mm Centres.
TIES THROUGH PANEL TIE HOLES.900mm Centres.
TIES THROUGH PANEL TIE HOLES.
WALL RADIUS. 49100mm
denotes propping
denotes propping
denotes propping
denotes propping
TOF +19.010
TOW +19.8301500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 .
1500 x 900 .1500 x 900 .1500 x 900 .1500 x 900 .1500 x 900 .1500 x 900 .
900 X 1200
900 X 1200
900 X 1200
900 X 1200
900 X 1200
900 X 1200
900 X 1200
900 X 1200
750 X 1200
750 X 1200
450 X 1200
450 X 1200
140 204
1220
485
1220
485
A
AB
B
ELEVATION POUR 1.
TOF +19.010
TOW +19.830
TOW +20.100
TOW +20.370
400
3808STRAIGHT WALL NO TIMER GRADE PIECES BETWEEN PANEL. CURVE WALL TIMBER GRADE PIECES REQUIRED.
STEP IN BASE SLAB.
1828
1650 2250
2250 2250 96022502250
FRAMI UNIVERSAL WALER
FRAMI WEDGE CLAMP
FRAMI CLAMP
FRAMI UNIVERSALFIXING BOLT
FRAMI SUPER PLATE
FRAMI ADJUSTABLE CLAMP
KEY CODEFOR
COMPONENTS
FRAMI SUPPORTINGCONSTRUCTION
FRAMI ADJUSTABLESTRUT 260
FRAMI ADJUSTABLESTRUT 340
FRAMI ANCHORINGBRACKET
FRAMI CLIP
PANEL SOLDIERCONNECTOR
HSL-TZ M16/25
HSL-TZ M12/25 HSL-TZ M16/25 HSL-TZ M16/25
RC250RETAINING WALL
1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 300X
1500
300X
1500
10
75
1220
1220
485
1220
485
1566
C
C ELEVATION POUR 2.
300X
1500
300X
1500
TOF +19.010
TOW +20.270 TOW +20.170
TOW +20.115
TOF +18.630
32
910
1715
108
915
PLAN PROFILE OF PANELS.TO RADIUS.
910
915
18 mm ply liner to i/s face.
1715108
TIMBER PACKERS.
O/S
I/S
varies1102
ply18250
Frami Adj Brace .2m centre max.
16mm Excaliburscrew in anchor orsimilar
kicker 200mm
SECTION A-A
Fillet at top of wall.
1220
485
varies1740
Frami Adj Clamp.
18mm ply face.
Frami Adj Brace .2m centre max.
16mm Excaliburscrew in anchor orsimilar
Frami accessbracket. 1.5mcentres max.
kicker 200mm
100x75 supporttimber, fixedwith adjustableclamp.
15mm Dywidag tie system.
SECTION B-B
Fillet at top of wall.
250
ply1220
ply485
varies1595
Frami Adj Clamp.
18mm ply face.
Frami Adj Brace .2m centre max.
16mm Excaliburscrew in anchor orsimilar
Frami accessbracket. 1.5mcentres max.
kicker 200mm
100x75 supporttimber, fixedwith adjustableclamp.
15mm Dywidag tie system.
SECTION C-C
Fillet at top of wall.
1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 .
455022752275
1220
485
PLY SETTING OUT 5 GANG PANEL. CURVE101010 10 10
1220
485
2275
PLY CUTTING
910
30 910 910
1020
450
1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 . 1500 x 900 .
4500
2250
1220
485
VERTICAL DIMS TO FOLLOWPANEL MAKE UP ON ELEVATION.
PLY CUTTING
PLY SETTING OUT 5 GANG PANEL. STRAIGHT
2250 2250
450
1020
30 900 900
GENERAL NOTES:
1. This drawing is the property of NES Ltd
2. This design is to be used with Frami user gude and design notes..
3. The unauthorised use, reproduction or processing of this drawing is forbidden. This drawing must not be communicated to third parties, not involved in this project4. The information provided in this drawing must be used in conjunction with Doka user guides..5. All Health and Safety advice must be observed.
6. This drawing has been prepared with all reasonable skill and care from details supplied. No alteration in the loading is to be made.
7. The client is responsible for the design and supply of level and prepared foundations capable of withstanding the imposed design load.
8. Lifting information: Lifting hook / maximum 1.5t Used in pairs. Max chain angle: 30°.
9. Plywood assumed to be Douglas Fir 18mm.
10. The design of the Formwork has been based on the recommendations of 'Formwork - A Guide toGood Practice', 3rd Edition, 2012, Published by the Concrete Society.
FORMWORK
11. The Formwork pressure Pmax. is to be designed on
D x [(C1/R) + (C2 x K / (H- (C1/R)))]
or D x H , whichever is the lower value.
This pressure has been calculated from CIRIA Report 108, based on the following:
C1: Shape Coefficient
C2: Concrete consstituent Coefficient.
D: Density/weight of concrete
H: Shutter Height
h: Vertical Pour Height
K: Temperature Coefficient
R: Rate of Rise up Form
T: Concrete Temperature
Neigl Civil Engineering .
NES LTD.4 Kingswood Avenue
JesmondNewcastle Upon Tyne
NE2 3NS.
ate of Rise = 1.75m/hGroup B concrete in accordance with CIRIA
R108Pour Temp : 20 Degrees
Pour Height: 1.75mHeight of formwork: 1.8m
P max : 50KN/m²
THIS DRAWING HAS BEEN PRODUCED ACCORDINGTO (CUSTOMER'S ISSUE) DRAWING NO ...
DATEREV. REVISIONS DETAILS DR.
Status: PRELIMINARY.
HADEN HILLCONSTRUCTION
LTD.
RETAINING WALL
Project:
Drawn: - NF Checked by: CB
Drg No: NES/NF 0218-001 Date:03-06-2020
Revision: - P02
OMEGA WARRINGTOM.
NEIGL CIVIL ENGINEERING.
TIMBER STOPENDBY CLIENT
TIE BOLT &
PLATE WASHER NUT
WALER
TIE SYSTEM
PLATE WASHER NUT 15 mm
TIE ROD 15 mmCONE
SAFE WORKING LOADS:
TIE ROD 15 mm = 90 kN
PLATE WASHER NUT 15 = 90 kN
SPACER TUBE
LIFTING HOOK. 2 PER PANEL
MAX. WORKING LOAD: 1500 KGMAX. CHAIN ANGLE: 30°
LIFTING HOOK
Crane chain length not to be shorter than distancebetween designated fixing points.
The crane needs to run in a straight line and must notcollide with any element of the Formwork
60°
Min. angle
Dist. between fixing points
03-06P02. PLAN AND PLY DETAILSADDED. NF.
