NXVS4 NXVE4002)/Monteringsanvisningar... · 2018. 5. 15. · no part of this manual or document may...

NO PART OF THIS MANUAL OR DOCUMENT MAY BE COPIED OR RE-PRODUCED IN ANY FORM OR BY ANY MEANS WITH OUT THE EXPRESS WRITTEN PERMISSION OF SMP (PLAYGROUNDS) LTD.

E: [email protected] - W: smp.co.uk - T: +44(0)845 260 1655

INSTALLATION INSTRUCTIONS

NEXUS

VELOCITY 4NXVS4 NXVE4

NEXUS VELOCITY 4 NXV*4

Page 2 ISSUE D 01-09-2010


Page 3

NXV*4 10.62 x 6.50 x 3.00 643 4.36 15.00 x 8.00 2.5m T=60h

x 3= T

R3000

4167

5846

10186

7582

2236

14686

151

1766

2070

1767

3953 7

422

R2294

R2100

R2250

R1520

R2294

R2100

R2250

R1520

74.72m2

ISSUE D 01-09-2010


Page 4

NXVE4

REF L x W x D

‘A’ m 0.80 x 0.60 x 1.13

‘B’ m 1.00 x 0.80 x 1.13

‘C’ m 0.40 x 0.60 x 0.90

‘D’ m 0.35 x 0.60 x 0.90

‘E’ m 0.30 x 0.30 x 0.73

‘F’ m 0.70 x 0.60 x 1.065

400

1130

0.0

730

21

2.5m

1

101/144TYPE 1/2

1030

B

A

B

C DE

E

E

E38.6°

B

4333

1842

2200

217

F

B

F

2600

700

4100

5188

10652

2600

14

37

20°

34°

19°

1802 1756

5°

ISSUE D 01-09-2010


Page 5

NXVS4

REF L x W x D

‘A’ m 0.80 x 0.60 x 0.83

‘B’ m 1.00 x 0.80 x 0.83

‘C’ m 0.40 x 0.60 x 0.60

‘D’ m 0.35 x 0.60 x 0.60

‘E’ m 0.30 x 0.30 x 0.43

‘F’ m 0.70 x 0.60 x 1.065

730 83

0

0.0

2.5m

1

101/144TYPE 3

730

B

A

B

C DE

E

E

E38.6°

B

4500

1842

2200

216

2300

F

B

F

2260

800

3950

5383

10652

2700

14

92

20°

34°

19°

1801 1576

5°

ISSUE D 01-09-2010


Page 6

ITEM REF. NXVS4 NXVE4 kg

1 38000001 5 66.000

2 38003010 1 26.000

3 38003311 1 22.000

4 38003050 1 15.000

5 38003350 1 19.000

6 38008510 2 8.000

3730

28

60

2870

22

90

1840

ISSUE D 01-09-2010


Page 7


7 38007010 2 38.000

8 38007050 1 32.600

9 38007030 1 43.500

10 38007070 2 41.000

11 15715000 15 19 0.100

12 10121040 16 0.037

ISSUE D 01-09-2010


Page 8


13 10121030 24 0.032

14 10120620 2 0.009

15 38001019 16 0.002

16 15711010 6 0.105

17 19024501 88 0.001

18 SSGIL 2 2.200

19 38008027 4 1.500

20

21 38000002 5 26.000

22 10291000 24 0.002


ISSUE D 01-09-2010


Page 9

23 10301000 40 0.001

24 19023801 8 0.080

25 10120600 2 -

26 10121000 5 -

ISSUE D 01-09-2010


Page 10

2395

0.0

1

1

2

0.0

1215

1

3

23

24

STEP 1STEP 1

ISSUE D 01-09-2010


Page 11

R3000

5000

1342

113°

STEP 2

0.0

ISSUE D 01-09-2010


Page 12

4

0.0

2

14

4

2

STEP 3

ISSUE D 01-09-2010


Page 13

0.0

5

3

14

5

3

STEP 4

ISSUE D 01-09-2010


Page 14

2423 1512

7

1

7

STEP 5

0.0

ISSUE D 01-09-2010


Page 15

STEP 6

13

22

13

22

10

8

0.0

ISSUE D 01-09-2010


Page 16

STEP 728

90

90o

15o

0.0

ISSUE D 01-09-2010


Page 17

STEP 8

122315 724

7

1

0.0

ISSUE D 01-09-2010


Page 18

STEP 9

22

13

13

2210

9

0.0

ISSUE D 01-09-2010


Page 19

STEP 10

2890

90o

15o

0.0

ISSUE D 01-09-2010


Page 20

2200

700

1900

2600

800

19

330

y31

0

0.0

x 4

STEP 11A TYPE 1 & 2

36.7° 38.6°

101/144

400

ISSUE D 01-09-2010


Page 21

19

100

700

2260

800

1650

2300

36.7°

38.6°

0.0

x 4

STEP 11B TYPE 3 101/144

330

y31

0

ISSUE D 01-09-2010


Page 22

STEP 12

4&5

ISSUE D 01-09-2010


Page 23

11

6

STEP 13A

3 2

6

1110

16

11

1975

6

11

STEP 13B

ISSUE D 01-09-2010


Page 24

32

6

6

11

19

6

STEP 13C

0.0

6

11

16

x6x6

STEP 13D

�

�

ISSUE D 01-09-2010


Page 25

STEP 14

x76

17

ISSUE D 01-09-2010


Page 26 ISSUE D 01-09-2010


Appendix A Page 27

Appendix A:

REF 38003010

ITEM REF. QTY. kg

A1 38003011 1 15.000

A2 38003017 2 5.000

A3 38003019 2 0.500

A4 15032620 4 0.050

A5 10310640 4 0.001

A6 10292000 2 0.005

ISSUE D 01-09-2010


Appendix A Page 28

.

A2 A4A4

A2

A5

A6

A1

A3

ISSUE D 01-09-2010


Appendix B Page 29

Appendix B:

REF 38007030

ITEM REF QTY. kg

B1 38007031 1 5.000

B2 38007034 1 35.000

B3 38007039 3 1.000

B4 38007054 1 0.080

B5 10931000 9 0.006

B6 10121030 1 0.028

B7 10121035 3 0.032

ISSUE D 01-09-2010


Appendix B Page 30

ITEM REF QTY. kg

B8 10121020 6 0.020

B9 10301000 10 0.002

B10 10301200 9 0.002

B1

B6

B2

B9B4

ISSUE D 01-09-2010


Appendix B Page 31

B3

B10B5

B9

B8

B2

B7

ISSUE D 01-09-2010


Appendix B Page 32 ISSUE D 01-09-2010


Appendix C Page 33

Appendix C:

REF 38007050

ITEM REF QTY. kg

C1 38007031 1 5.000

C2 38007051 1 35.000

C3 38007053 1 1.200

C4 38007054 1 0.080

C5 10931000 7 0.006

C6 10121030 1 0.028

C7 10121020 7 0.020

C8 10301000 8 0.002

ISSUE D 01-09-2010


Appendix C Page 34

ITEM REF QTY. kg

C9 10301200 7 0.002

C10 38007055 1 1.200

C1

C6

C2

C4

C8

ISSUE D 01-09-2010


Appendix C Page 35

C9 C5C3

C8

C2

C7

C9 C5C10

C8

C7

ISSUE D 01-09-2010


Appendix C Page 36 ISSUE D 01-09-2010


Appendix D Page 37

Appendix D:

REF 38007031

ITEM REF QTY. kg

D1 38007032 1 4.500

D2 38007033 1 0.510

D3 10060072 1 0.001

D2

D3

D1

ISSUE D 01-09-2010


Appendix D Page 38 ISSUE D 01-09-2010


Appendix E Page 39

Appendix E:

REF 38007070

ITEM REF. QTY kg

E1 38007071 1 32.000

E2 38007074 1 7.000

E3 38007073 1 0.100

E4 10121030 1 0.028

E5 10291000 1 0.002

E6 10301000 1 0.002

ISSUE D 01-09-2010


Appendix E Page 40

E2

E1

E4

E6

E5

E3

ISSUE D 01-09-2010


Appendix F Page 41

Appendix F:

REF 38007074

ITEM REF. QTY kg

F1 38007082 1 7.000

*F2 71022208 1 0.520

F3 38007076 1 0.015

F4 10060032

I

1 0.010

*F2 38007075 1 0.520

F1

F2

F4

F3

F1

F2

F4F3

ISSUE D 01-09-2010


Appendix F Page 42 ISSUE D 01-09-2010


Appendix G Page 43

Appendix G:

NXV*4 NXC**1605

R3000

ISSUE D 01-09-2010


Appendix G Page 44

NXV*4 NXQ*21028

70

R3000

ISSUE D 01-09-2010


Appendix H Page 45

Appendix H:

R3000

15000

9000

LOOSEFILL 144TYPE1/ 2

GRASSMATT 144TYPE 5

1000

R3000

4500

500

500

7000

6000

13500

5256

2099

12074

66884006

40907596102811182714722

2045

86

1334

1456

1872

1323

1341

ISSUE D 01-09-2010


Appendix H Page 46

TILES 144TYPE 3

WETPOUR 144TYPE 3

R3000

120746688

4006

40907596

102811182714722

2045

86

1334

1456

1872

1323

1341

2000

2000

1500

1000

15500

2000150010001000

1500150015001500 20002000

1500

1500

2000

1500

1000

337

246

R3000

ISSUE D 01-09-2010


Appendix H Page 47

INSTALLATION & ASSY PROCEDURES

SMP Playgrounds Ltd recommends an effective Impact Absorbing Surface tested to EN1177 & BS7188 beneath thisplay equipment. Refer to manufacturers instructions for details of installation. The surface should have a Critical FallHeight greater than the Maximum Freefall Height of the equipment.

For the safe operation of this equipment it must be installed on horizontal ground with the required minimum space.

Constructional Space (shown on page 3) is the approximate working area required to layout and assemble theequipment.

If a loose fill surface is selected for this item it will require a very high level of maintenance to ensure a sufficientthickness is in place at all times to provide ‘critical fall height’ protection.

The concrete foundations indicated are for average ground. Care should be taken concerning abnormal conditions.

1 SAFE WORKING PRACTICE:

A full risk assessment should be carried out prior to commencing the installation, which will be specific to the siteselected. The major risks associated with purely the assembly of this product are highlighted below, which can formpart of this overall assessment.

2 RISKS:

i) Large parts which could be difficult to lift or handle.

ii) Lifting and fixing parts at a height of 2.4m from finished surface level.

iii) Structure unstable until all fixings are tightened and concrete foundations have completely cured. (Structurewill require support until concrete has cured).

3 CONTROL MEASURES:

i) All staff working on installation to wear suitable PPE including Hard Hat, Toe Protective Shoes and Gloves.

ii) Any staff or other persons on site, not working directly on the installation, to be kept away from the installation.

iii) Erect a low level scaffold tower to allow safe access to fixing positions at a height of 2.4m above finishedsurface level.

iv) Mechanical help to be utilised for any awkward lifting that may be required.

v) Ensure adequate personal and/or equipment are on site to support the structure whilst it is being assembled.This will need to include some device for holding the legs in position during assembly of the unit, until theconcrete foundations have cured.

4 PRE - INSTALLATION INSPECTION:

i) Inspect all parts for damage (that may have occurred during transportation & storage). Finish Coatings, iffound to be damaged these should be made good before erection (Refer to maintenance instructions). Anydamaged or missing parts must be replaced.

ii) Warn the public of the risk of injury, by placing signs and fencing the surrounding area, before commencinginstallation.

5 INSTALLATION:

i) Refer to site layout for position and orientation of product, then, mark the outline of the position of the footingswith eg. spray or chalk etc. Excavate the holes. See Pages 4 & 5

ISSUE D 01-09-2010


Appendix H Page 48

NOTE: If loosefill surface is specified SMP will supply extensions to all the equipment to allow for the loose fillthickness of 400mm, ensuring that all the steelwork has adequate penetration into the concrete footings.With certain loose fill materials, a greater thickness than 400mm may be required. This will need to bedetermined by allowing 100mm for dispersal in addition to the thickness required for the freefall height of theparticular Nexus layout. All component extensions for loose fill type surfaces are itemised in the previoussections and should be bolted in place where applicable before the general assembly proceeds.

i) Position a post (item 1) into the excavation in the centre foundation ‘A’ position. Referring to the site layout,shim as required and check its position and orientation. Ensure the post is plumb and square.See Pages 4 & 5. Use suitable props to hold leg safely in position.

ii) Position a second post (item 1) into foundation ‘B’ on the left hand side of centre and suspend between theposts the Velocity LHS Assembly (item 2) using 2 off Gasket (item 24), 4 off M10 x 40 Resistorx bolts (item12), Saddle washers (item 15) and Shockproof washers (item 23). Fixing point on both posts is top set ofholes. Shim as required and check its position and orientation. Ensure the post is plumb and square (STEP 1). Do not tighten fasteners. Use suitable props to hold leg safely in position.

iii) Position a third post (item 1) into foundation ‘B’ on the right hand side of centre and suspend between theposts the Velocity RHS Assembly (item 3) using 2 off Gasket (item 24), 4 off M10 x 40 Resistorx bolts (item12), Saddle washers (item 15) and Shockproof washers (item 23). Fixing point on both posts is top set ofholes. Shim as required and check its position and orientation. Ensure the post is plumb and square (STEP1). Do not tighten fasteners. Use suitable props to hold leg safely in position.

iv) Ensure that the completed frame is plumb and square and in correct position, shim as required and fullytighten all fixing bolts to a maximum torque setting of 20-25Nm. (STEP 2). Ensure that the structure is safelypropped up in the correct position to allow for rest of the assembly.

NOTE: It is important to check that the legs are in correct relative position to ensure the correct assembly.Measure from the centre of the leg main tube at ground level to check correct alignment. See Step 2for dimensions.

v) Position Elongated Spiral Pole (item 4) in foundation ‘C’ and socket on the underside of the Velocity LHSAssembly (item 2). Shim at base as require to ensure section of the Elongated Spiral Pole fitting into socket isset in the vertical plane and retain in position using 1 off M6 x 20 Resistorx bolt (item 14) which is screwedthrough the retaining socket into the clearance hole at the top of the Elongated Spiral Pole vertical section.(Step 3).

NOTE: The Elongated Spiral Pole is set at a rotated angle of approx. 36.7° from the datum (See STEP 8A & B) Thisis to ensure that EN1176 free space requirement of 500mm is maintained from the post. This dimensionshould be double checked on site.

vi) Position Sphere & Pole (item 5) in foundation ‘D’ and socket on the underside of the Velocity RHS Assembly(item 3). Shim at base as require to ensure section of the Sphere & Pole fitting into socket is set in the correctplane and retain in position using 1 off M6 x 20 Resistorx bolt (item 14) which is screwed through the retainingsocket into the clearance hole at the top of the Sphere & Pole top section. (STEP 4).

vii) Attach to top of post (item 1) and existing left hand side post, Spinner Support Beam (item 7) using 2 offGaskets (item 24), 4 off M10 x 40 Resistorx bolts (item 12), Saddle washers (item 15) and Shockproofwashers (item 23). Tighten all fixings to a maximum torque setting of 20-25Nm. (STEP 5)

viii) Attach base of spinner (item 8) to the bearing housing on the Spinner Ground Mounting Assembly (item 10)using 6 off M10 x 30 Resistorx bolts (item 13) M10 Washers (item 22) and M10 Shockproof Washer (item 23).Tighten the fixing bolts to a maximum torque setting of 20-25Nm. (STEP 6).

ix) Place the above assembly into the excavation and align at the correct angle and height and shim in place asrequired. Assemble the top bearing housing to the flange on the Spinner Support Beam using 6 off M10 x 30Resistorx bolts (item 13) M10 Washers (item 22) and M10 Shockproof Washer (item 23). Tighten the fixingbolts to a maximum torque setting of 20-25Nm. (STEP 7).

x) Attach to top of post (item 1) and existing right hand side post, Spinner Support Beam (item 7) using 2 offGaskets (item 24), 4 off M10 x 40 Resistorx bolts (item 12), Saddle washers (item 15) and Shockproofwashers (item 23). Tighten all fixings to a maximum torque setting of 20-25Nm. (STEP 8)

ISSUE D 01-09-2010


Appendix H Page 49

xi) Attach base of spinner (item 9) to the bearing housing on the Spinner Ground Mounting Assembly (item 10)using 6 off M10 x 30 Resistorx bolts (item 13) M10 Washers (item 22) and M10 Shockproof Washer (item 23).Tighten the fixing bolts to a maximum torque setting of 20-25Nm. (STEP 9).

xii) Place the above assembly into the excavation and align at the correct angle and height and shim in place asrequired. Assemble the top bearing housing to the flange on the Spinner Support Beam using 6 off M10 x 30Resistorx bolts (item 13) M10 Washers (item 22) and M10 Shockproof Washer (item 23). Tighten the fixingbolts to a maximum torque setting of 20-25Nm. (STEP 10).

NOTE: It is ESSENTIAL that the Spinner Ground Mounting Assembly and the Spinner are in the correctalignment when attached to the Spinner Support Beam, so that when rotated the bearings arerunning concentric. Any misalignment or eccentric running of this unit will cause damage to thebearings. (see STEP 7 & 10)

xiii) Ensure that all parts are firmly held in place so that no disturbance will occur during pouring of the concrete.

xiv) Check that the completed structure has been positioned in the correct place, that it is plumb and square, thatall fasteners are fully tightened to the correct torque settings.

xv) Suspend the Ground Fixing Chain (item 19) 4 off vertically over the foundation holes ‘E’. Ensure that at least13 chain links are encased in the concrete to provide a secure fixing, with the Hex Bolt at the bottom of thehole. See (STEP 11A or 11B) for position relative to the main structure.

NOTE: For Loose Fill surface positions see (STEP 11A).For synthetic surface positions see (STEP 11B).

NOTE: Check that the completed structure has been positioned in the correct place, that it is plumb andsquare and all the fasteners are fully tightened to the correct torque settings. Also ensure that thestructure is propped safely so that it maybe left for the concrete foundations to cure.

NOTE: It is important that the relevant leg positions are correct before the concrete is poured to ensurecorrect assembly of the Velocity Net. Re-check dimensions on legs, see STEP 2.

xvi) Fill the holes with concrete to the required level, taking into account any Impact Absorbing Surfacingrequirements. Ensure that a 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. SeePages 4 & 5.

Concrete mix is recommended at:1 part cement;2 parts sand;

4 parts aggregate; by volume with 20mm aggregate

(20 N/mm2 min compressive strength )

xvii) Keep installation off limits to the public until the concrete has completely cured. (Recommended initial curingtime is 48 hours).(STEP 12)

xviii)Before attaching the Velocity Net the two sections of the net must be joined together using 1 off Coupling Link(item 11). The net is joined at the ends of the bottom cross member. (STEP 13A). When assembling the net,lay the two halves out flat and check orientation so that the net is not assembled twisted.

xix) Attatch the completed Velocity Net to the eye fixings located on the underside of the Velocity LHS & RHSAssembly (items 2 & 3) using 4 off Coupling Links (item 11). (STEP 13B).

xx) Screw 6 off Eyebolts (item 11) into fixing holes on sides of centre post. Use the 3 fixings on each side of thepost that align with the horizontal Velocity Net fixings and attach using Coupling Links (item 11).(STEP 13C).

xxi) Tension the net by connecting to the Ground Fixing Chain Assembly using 4 off Coupling Links (item 11).Remove all excess links before connecting. (STEP 13D).

xxii) In all fixing positions on the steel work that have not been utilised, the protective plug should be removed andthe permanent black protective plug (item 17) inserted & knocked home with a soft hammer. This alsoincludes holes in top of Tee post smaller tubes. (STEP 14).

ISSUE D 01-09-2010


Appendix H Page 50

6 POST INSTALLATION INSPECTION

CHECK CHECK

1 All fixings are tightened to a maximum torque setting of 20-25Nm and have no protrudingsharp edges.

2 Paint work and polyethelene panels are not damaged (Any making good should be carried outusing the procedure in the Inspection and Maintenance instructions).

3 Ensure all unused fixing holes in steel work have correct black plastic plug fitted.

4 Concrete foundations are secure.

5 Concrete has a water shed away from legs.

6 Adequate provision of Impact Absorbing Surfacing & no trip points in the equipments fallingspace.

7 Site is clear of tools & rubbish

8 Remove any warning signs.

ISSUE D 01-09-2010

NXVS4 NXVE4002)/Monteringsanvisningar... · 2018. 5. 15. · no part of this manual or document may...

Documents

Transcript of NXVS4 NXVE4002)/Monteringsanvisningar... · 2018. 5. 15. · no part of this manual or document may...