Download ERECTION - High Access Solutions

I
GENERATION
i
BBANCHES
Birmingham
Glasgow
TrinityStreet,OffTatBankRoad,
35 DuchessRoad,Ruthergien,
Oldbury,WestMidlands.B694LA.
Glasgow.G731AU.
Tel:01215443355. Fax:01215443131. Tel:01416476969. Fax:01416475851.
email:[email protected]:[email protected]
Bristol
MeritonStreet,St.PhillipsMarsh,
Bristol,Avon.BS2OSlo
Tei:01179724550. Fax:0117972 4502.
email:[email protected]
Leeds
Unit2 LedgerPark HaighParkRoad,
Stourlon,Leeds.LS101RT.
Tel:0113277 8822.Fax:01132779977.
email:[email protected]
Cardiff
MartinRoad,TremorfaIndustrialEstate,
Cardiff.CF245SD.
Tel:029 20463835. Fax:029 20463246.
email:[email protected]
London
KierbeckBusinessComplex,
NorthWoolwichRoad,
Silvertown,London.E162BG.
Tel:0207473 6056. Fax:0207473 2077.
email:[email protected]
Chelmsford
Bannisters
Yard,MayesLane,
Newcastle
Sandon,Chelmsford,
Essex.CM27RP.
ForwardHousePortobelloRoad
Tel:01245227771. Fax:01245226111.
PortobelloIndustrialEstate,'
email:[email protected] Birtiey,Tyne& Wear.DH32SL.
Tel:01914921190. Fax:01914111148.
Edinburgh
email:[email protected]
4 WestertonRoad,EastMainsInd.Est.
Broxburn,WestLothian.EH55AU
Tel:01506863864. Fax:01506863916.
email:[email protected]
Northampton
DallingtonFieldsBusinessPark
KingsfieldWay,OffGladstone
Road,
Dallington,Northampton.
NN57aN.
Tei:01604580444. Fax:01604580487.
email:[email protected]
Southampton
ClaylandsRoad,BishopsWaltham,
Hants.S0321BH.
Tel:01489894411. Fax:01489894455.
email:[email protected]
......
neration
HAKIStairtower
User's
Guide
Stockport
Unit4 VauxhallIndustrialEstate,
GregStreet,Reddish,
Stockport.SK57BR.
Tel:01614770131. Fax:01614777618.
email:[email protected]
Taplow(Thames
Valley)
PioneerWorks,MarshLane,
Tapiow,Maidenhead,
Berks.SL6ODF.
Tel:01628673835.Fax01628634788.
email:[email protected]
SafetyCheckList
1. Is thescaffold/supporting
structurecompletedandreadyfor theStairtower?
2. Is thegroundconditionadequateto takethe loadimposed?
3. Isthe correctequipmenton site?
4. Is theequipmentin goodworkingorder?
5. Isthe correctPersonalProtectionEquipment
availableandin goodworkingorder?
6. Areallthe componentsintheircorrectpositionandall lockingcatchesengaged?
7. Isthe Stairtoweradequately
bracedandanchored?
8. Haveanyitemsbeenremoved?
HealthandSafelyat WorkAct,1974
HAKIequipmentis designedto meettherequirements
of theaboveAct,Section6.
It is alsothe customer'sresponsibilityto compiywiththe requirements
of thisAct, particularlyto usetheequipmentin
accordance
withcurrentcodesof practiceandin ensuringthatcomponentsarein goodworkingcondilionpriorto eachuse.
Weareabieto provideassistanceandadviceon mattersrelatingto safeandproperuseof HAKIequipment.
..
GAneration
..;::; hire & sale
FREEPHONE 0800 783 8376
TrinityStreet,OffTatBankRoad,Oldbury,WestMidlands.B694LA.
Telephone.
01215432950. Fax.01215432951.
E [email protected]
Generation
Generation/BP1.l0/04
.
hire & sale
[rnJ]
HAKr
BASICINFORMATION
ANDMODULARMEASUREMENTS
[rnJ]
INTRODUCTION
General
Marking
HAKIStair Tower is made
All components with the exception of locks,
from prefabricated components. The stair tower
is built using standards, and ledger beams.
Other stair tower components include stair
flights, landings, handrail and guardrails.
The stair tower can be built as a separate
construction or integrated into other scaffolding or staging. All components are of galvanised
HAKr
bolt pins etc. come permanently marked with
the HAKllogo and the year of manufacture
(2 figures).(Forexample: lID.98)
Guardrail frame
Guardrail frame
steel.
Clip On Post
Guardrail
Top End Guard
Frame
Wall tie
&
A
WARNING
All INFORMATION
CONTAINED IN THIS MANUAL APPLIES
ONLY TO COMPONENTS
Handrail post
MANUFACTURED AND SUPPLIED BY HAKI.
Handrail
Standard
ledger beam
ANY COMPONENTS ORIGINATING FROM OTHER SOURCES WHICH
ARE INCORPORATED INTO A STRUCTUREWill
INVALIDATE THIS
Stairflight
Folding Guard
Frame
INFORMATION.
IN SUCH CASE, HAKI HAS NO PRODUCT LIABILITY.
BY MIXING
COMPONENTS
OF OTHER MANUFACTURE
MAY INVALIDATE INSURANCE
THIS
landing
Basejack
POLICY COVER.
~OSI1]
Published May 2003
subject to change
Customers' responsibility to check for changes
2
3
m HAKr
Name
Article numbers and weights are for galvanized options unless otherwise stated. please refer
to HAKIprice listfor the corresponding details for painted options.
Name
Art. No.
Base Jack
1091001
Size
Folding
Weight (kg)
Art. No.
Locking
Pin
0.5m
3.3
7017101
1.0m
1.5m
2.0m
3.0m
6.0
8.6
11.3
16.7
5141256
Q
Weight
(kg)
9.2
4.7
7017051
7017151
7017201
7017301
Size
1122191
Guard Frame
Stair Flight
Standard
m HAKr
LISTOF COMPONENTS
LISTOF COMPONENTS
7101100
1.0m
35.3
7101150
1.5m
2.0m
42.1
7101200
I
33.6
0.3
Handrail Post
-
4.9
7015100
I
Ledger Beam
7021160
7021300
--oD
1.605m
3.0m
1.6m Ledger Beam has beenreplaced
witha 1.6m SingleTube Beam. This
change has no effect on the strength of
the tower
Landing
Entron<e
s~ -
,.
10.2
18.8
rI
r
7022161
1.605m 6.3kg
7095000
29.1
7103160
15.1
I
Stair Handrail
It
j
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.........
Guardrail
~
4
1211136
1222231
1.0m
1.5m
10.5
12.5
1222222
2.0m
13.8
8742160
8722216
8722300
1.605m
2.16m
3.0m
6.4
8.0
11.0
5
.
[I] HAKrl
GENERALNOTES
LIST OF COMPONENTS
Name
Art. No.
Size
GuardrailFrame
7052160
7052300
1.605m
3.0m
.
Weight (kg)
10.9
15.4
J:fO
7122160
7121300
Diagonal Brace
1.605 (L=2.34m)
3.0m (L=3.49)
9.8
15.6
HAKIStairTower
7053000
7.3
~
StairtowerHeight
MaxPersons*
8
74
BaseJacks
10
91
The stair tower is mounted on Base Jacks
which are adjustable in height. This means
the standards can always be adjusted to
ensure that the beams are horizontal.
12
108
14
125
16
127
18
125
20
122
22
119
24
116
Beams
26
114
The stair tower is built using 1.605m and
3.0m ledger beams, with 2.0m, 1.5m or
1.Ombetween the platforms depending on
which stair flight is used.
28
III
30
108
32
106
34
103
36
100
38
97
40
95
42
92
44
89
46
87
48
84
50
81
Standards
Anchorage
7015000
Clip On Post
6.6
The stair tower must be anchored to the structures at each platform levelon both sides
(inner and outer standards) using scaffold
tube and couplers - see Page 15.
PermissibleLoadsOn Standards
when calculating the permissible loads on
standards, the followingvalues apply, provided that all other requirements are fulfilled.
Stair tower with 2.0m stair flights 34kN per
standard.
Erection Platform
2091316
1.605xO.6m
15.0
Forheightsover 50m, consult
SpecialSolutions
HAKITechnicalDepartment
For scaffolding constructions not covered
by this User's Manual, please contact the
HAKI Technical Department.
6
HAKr
Number of personspermitted
All HAKISystems have been designed to
conform to current Britishand European
Standards. The loading criteria contained in
this manual have been calculated according
to current BritishStandards.
Standards of 3m and 2m in length are used
wherever possible. Shorter standards may be
used as top standards.
Top End Guard Frame
[I]
* Basedon max. lOOkg per person
7
-
[I] HAKrl
~
Ll.1
Note: Prior to starting
ERECTION
erection,
determine
position
ERECTION
of tower. Always
for clockwise direction of ascent.
BEFORE STARTING ERECTION, ALWAYS CHECK WHERE ACCESS POINTS
. ALWAYS
ENSURE
THAT SIDE ACCESS
POINTS
ONLY OCCUR
IN 2m
1[1]HAKr
Check distance from structure.
start with stair flight
ARE REQUIRED.
UFTS !
For base jacks as shown. Set out sole plates
and base plates at position of standards,
ledger beams and transom beams. Place base
jacks onto sole plates, adjust to estimated final
height.
1
5.
~
levell st liftfollowing clockwise direction.
level by adjusting base jacks as necessary.
1.
place standard on base jacks, ensure that
pockets are running in direction as shown
(Iowpocket, 1.605m direction, high pocket
3.0m position).
6.
2.
Check base liftis square using a tape measure.
Connect 3.0m ledger beam to higher level
pockets. Connect 1.605m ledger beams to
lower level pockets.
7.
)l
place 1 st landingA, on ledger beams as
shown (fig 8).Place Erecting Platform,B,at
opposite end of bay (foot lilt).
Install2nd levelof ledger beams.(Check
drawing for l.5m or 2.0m liftheights).
Next landing,C, is located by working off
Erecting Platform,B.
The landing on this lift,and all further lifts,are
initiallypositioned on ledger beams approximately O.5m from end of bay.
Engage all locking catches as you proceed.
,t
&
~
~
8.
8
9
~ HAKrl
ERECTION
rr
I
ERECTION
I ....1
.'\
I
If
I
~
outside face of the stair flight.
'i
12.
9.
Fit entrance step to tower.
I~ HAKr
rIT\.;>uararall
rrames and Guardrails to the
~.. ~
1.1
~
The stair tower must be anchored
to the struc-
tures at each platform level on both ends
(inner and outer standards) using scaffold
Uppermost erector clips to mid point of ledger
beam. Both erectors then fix Stair Handrail
tube and couplers.
Postinto top and lower landings. Then, Stair
Handrail is located into pockets of posts and
locking catches engaged.
Stair flight is positioned vertically and located into pockets of lower landing (11 A & 11B). Flight
is then lowered onto landing above (11 C) and pushed along (11 D) until top of stair flight is fully
located into pockets of upper landing (11 E).
Note. At this stage check top and bottom of stair is fully engaged into both landing pockets.
Stairflights should be erected for a clockwise ascent.
13.
Fit Folding Guard Frame into handrail post
and standard at entrance of stair.
11B.
Re-position Erecting Platform onto next lift
directly above lower landing.
15.
10
11
.....
[I] HAKrl
ERECTION
I
~
ERECTION
1[1]HAKr
NB:Ties should be fitted to structure and tower
ateach level before erecting next lift.
Erector 1 proceeds up stair flightand fits
temporary Clip-On Post to ledger beam close
to erecting platform. Erector 1 then hooks to
ledger, and, using clip-on-post for support, he
climbs onto Erecting Platform.
Note: Clip-On Post is only used to facilitate
climbing to exposed landing
16.
Erector 2 proceeds up stair flightonto landing,
hooks onto ledger beam close to standard.
Forfurther liftsrepeat procedures 8, 11-13,
15- 20 until reaching final exit levelor mid exit
points.
17.
Next standards are added to all four legs.
Temporary Clip-On Post may now be removed
to a safe place until it is required again - eg
end 1.605m ledgerbeam.
21.
Entrance/exit at top of tower.
Erector 1 is safely standing on landing and
hooked on to centre of 1.605m ledger beam,
fits 3.0m guardrail frame with Erector 2 safely
standing on erecting platform at opposite end
of tower, hooked onto 1.605m ledger beam.
Erector 1 then fitsTopGuard Frame into handrail post and landing as shown.
18.
FitGuardrail Frames to face and end of tower
as shown. Fitledger beams to next liftrequired
(1.5m or 2.0m). Re-hook to upper ledger near
standards.
19.
12
13
[I]
HAKrl
ERECTION
=
ERECTION
1[1]
HAKr
Shows construction of the HAKI Stair Tower
with the 3.0m face parallel to the structure or
scaffold (side exits).
Forsideexit
Erector 1 is safely standing on landing and fits
clip on post to inside ledger beam. Erector 2
standing on erecting platform at opposite end
oftower hooked onto 1.605m ledger beam.
Bothoperators then fit2.16m guardrails or
2.16m guardrail frame into Clip On Postand
standard ensuring lockingcatches are engaged.
Means of access/ egress at side of tower is
then complete.
Using tube & couplers, the tower should be
tied to the structure below each lift position
(except first lift) through both inside & outside
Forendexit
Shows construction of the HAKI Stair Tower
with the 1.605m face parallel to the structure
or scaffold (end exits).
standards.
Erector 1 is safely standing on landing.
Erector 2 standing on erecting platform at
opposite end of tower clipped onto 1.605m
ledger beam. Bothoperators then fit 3.0m
guardrail frame at each side of tower. Remove
1.605m Guard from landing position.
Means of access/egress at end of tower is
then complete.
Using tube & couplers, the tower should be
tied to the structure below each lift position
(except first lift)
A. to inside standards, and
B. using diagonal tubes to outside standards.
Access
For dismantling the Stair Tower, the reverse of the above squence should be followed.
Points
Itisonly possible to have a side access point (3.05m) in a 2.0m lift.
Access to/from end of tower (1.655m) is not restricted, but 1.605m ledger Beam
may have to be raised to create sufficientheadroom when access liftis less than 2.0m.
---
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