SMP Playgrounds CAPE HORN EC202B, Руководство по установке

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CAPE HORN EC202
Appendix A Page 20
3.2 MARK OUT HOLES
Consult SMP layout drawing for structure position on site.
See page 4 & 5 for concrete foundation sizes.
NOTE: This is a minimum guide only.
3.3 ESTABLISH DATUM LEVEL
i) If a rubber tiled Impact Absorbing surface is to be laid, see separate instructions (base may incorporate up to
2% falls etc).
ii) If equipment is to sit in loose fill or wet pour rubber surfaces allowances will need to be made for its
recommended thickness. Generally it is recommended that loose fill surfaces are installed to a depth of
300mm, however, with certain loose fill materials an alternative depth may be required. This will need to be
determined by allowing 100mm for the dispersal in addition to the thickness required for the particular Free
Fall Height. The foundation illustrated will allow for a thickness up to 300mm.
PRE-INSTALLATION INSPECTION
Inspect all parts for damage (that may have occurred during transportation & storage). Finish Coatings, if found to be
damaged these should be made good before erection (Refer to maintenance instructions). Any damaged or missing
parts must be replaced.
4 INSTALLATION & ASSY PROCEDURES
i) Refer to site layout for position and orientation of product, then, mark the outline of the position of the footings
with e.g. spray or chalk etc. Excavate the holes.
(SEE PAGE 4/5) .
ii) Fit 1 off BTN 135 Bolt (item 5) to each Upright Post (item 1 - LTB8), secure using 1 off M16 Washer (item 14)
and M16 Nyloc Nut (item 15). Check counterbores and holes are clear, ensure BTN Bolts are located in the
shallow counterbore on inside of posts. Ensure slots of BTN Bolts are positioned vertically (rope must pivot
vertically only) and the pins are pulled into the grain of the timber when tightened.
(STEP 1).
iii) Assemble to 2.4m Plank (Item 1- PCH) 2 off Plate (item 4) using 8 off M10 X 50 Coach Screws (item 8) and
M10 Armour Rings (item 9). Fully tighten.
(SEE STEP 2).
iv) Place upright posts into designated excavations, rotate posts by 45° so all BTN Bolts are facing inward, as
shown. Brace in position and ensure all the posts are level, plumb and spaced to correct dimensions, this is
critical for the correct tension of the ropes.
(SEE PAGES 4 & 5, STEP 3)
v) Place 2 off 200mm Bollard Fixing Posts (item 10) into designated excavations, brace in position taking notice
of surface type and requirements. For Type 1/2 attach Bollard Fixing Posts (item 10) to Extension Posts (item
11) using 8 off M10 X 40 Hex. Bolt (item 12) and M10 Nut (item 13).
(SEE PAGES 4 OR 5 & STEP 4A OR 4B).
vi) Attach 1 off Rope (item 2) to Plate (item 4) which is connected to the Plank (item 1 - PCH), secure using 1 of
Pivot Bar (item 7) and M5 X 25 Grub Screw (item 6), utilise 2.5mm AF Allen Key ensuring grub screw goes
through Pivot Bar to full depth of tapped hole. Fully tighten. Repeat instruction for other 3 Ropes (item 2).
(STEP 5).
vii) Verify ropes fit - remove before concreting. (STEP 6).
viii) Fill the holes with concrete to the required level, taking into account any Impact Absorbing Surfacing
requirements. Ensure that the full volume of concrete is used. The top of the concrete should gradually (1:100)
slope down & outwards locally from the equipment upstand to the required level to form a watershed.
Concrete mix is recommended at:
1 part cement;
2 parts sand;
4 parts aggregate;
by volume with 20mm aggregate
(20 N/mm
2
min compressive strength)
ix) Keep installation off limits to the public until the concrete has completely cured. (Recommended initial curing
time is 48 hours).
(STEP 6).
ISSUE B 25-04-2012