K stage System Scaffold - Newbridge serrvices...K‐Stage is a modular system scaffold with wedge fixing for all access scaffold requirements The Wedge fixing of the ledgers and transoms

K‐stage System Scaffold

Coronet Group Suzhou Col,Ltd 1

Email : Coronet@coronet‐scaffold.com

TEL :+86‐512‐85557000 400‐770‐9995

FAX :+86‐512‐85557111

Addres:#1505 SIFC,SIP,SUZHOU,CHINA

Product Manual

Coronet Group Suzhou Co.,Lt

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K' Stage Product Brochure

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[email protected] phone : +61437911195 Certified scaffolding system

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Contact : Bert +61437911195

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New Bridge Services Ltd "NBS Kwikstage Scaffolding System"

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NBS

Standards

Item No. Description Weight

CSKV99 9' 9"standard w/spigot 2971.8mm 17.5kg

CSKV81 8' 1‐1/2" standard w/spigot 2476.5mm 15.0kg

CSKV66 6' 6"standard w/spigot 1981.2mm 12.5kg

CSKV410 4' 10‐1/2" standard w/sigot 1485.9mm 9.5kg

CSKV33 3' 3" standard w/spigot 990.6mm 6.4kg

CSKV17 1' 7‐1/2" standard w/sigot 485.3mm 3.6kg

Marking: AS/NZS1576.1 MMYY MM =Month of manufacture YY =Year of manufacture

1.Kwikstage Components

★ K‐Stage is a modular system scaffold with wedge fixing for all access scaffold requirements

★ The Wedge fixing of the ledgers and transoms gives a simple and fast means of erecting access scaffolding

without loose parts.

★ Spigot and wedge fitting on the standard to give guaranteed vertical alignment

The standard is the vertical member of the scaffold with a spigot at one end for accurate alignment.

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★ Quality primed & painted or hot dipped galvanised finish for maintenance free use

★ Conforms to BS1139 Part 5, HD1000, OSHA, AS/NZS 1576.2:2009 & 1576.3:1995 & AS1577:1993 Standards


Banana Ledgers


CSKH80 8' banana ledger 2438.4mm 10.30kg

CSKH60 6' banana ledger 1828.8mm 7.67kg

CSKH42 4' 2"banana ledger 1270mm 5.75kg

CSKH28 2' 8" banana ledger 812.8mm 4.15kg

CSKH26 2' 6" banana ledger 762mm 3.73.kg


Transom


CSKT80 8' transom series 2438.4mm 24.5kg

CSKT60 6' transom series 1828.8mm 17.25kg

CSKT42 4' 2" transom series 1270mm 10.01kg

CSKT34 3' 4‐1/2" transom series 1028.7mm 9.69kg

CSKT26 2' 6" transom series 762mm 5.96kg

CSKT110 1'10'' transom series 558.8mm 4.58kg


Diagonal Brace

The ledger is used to connect the standard in a longitudinal direction or used as a guardrail.

It is made from scaffold tube with wedge "Banana Type" fixing at each end which fits in the "V" locating lugs on

the standard.

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The transom is made of back‐to‐back angle steel with the same fixing device on each end as the ledger.

They are used to carry 3 or 5 numbers of steel or trimber battens and toeboard.

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The diagonal brace is used to the full height of the scaffolding in a longitudianl direction.


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CSKB8081 8'*8' 1/2" diagonal brace 15.69kg

CSKB8066 8'*6' 6" diagonal brace 13.99kg

CSKB6066 6'*6'6" diagonal brace 12.19kg

CSKB4266 4' 2"*6' 6" diagonal brace 9.54kg

CSK42410 4'2"*4' 10‐1/2" diagonal brace 9.54kg

CSKB26410 2'6"*4' 10‐1/2" diagonal brace 8.69kg


Tie Bar


CSKTB80 8' tie bar 5.57kg

CSKTB60 6' tie bar 4.38kg

CSKTB42 4' 2" tie bar 2.93kg

CSKTB34 3' 4‐1/2" tie bar 2.50kg

CSKTB26 2' 6" tie bar 1.80kg

CSKTB110 1'10'' tie bar 1.35kg


Steel Batton

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For connecting the access brackets along the length of the platform. This ensures correct spacing so that the

battens are not dislodged.

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Steel Batton


CSKP80 Steel Batton 2420mm 14.8kg




Marking: MMYY 1577 WLL 230Kg MM =Month of manufacture YY =Year of manufacture

Stage Bracket


CSKSB03 3 Board Stage Bracket 9.5kg




Hop up Bracket


CSKB0003 3 Board Hop Up Bracket 10.6kg

CSKB0002 2 Board Hop Up Bracket 6.1kg

CSKB0001 1 Board Hop Up Bracket 2.34KG

To extend the scaffold by cantilevering for an additional 1,2 or 3 board platform.

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To extend the scaffold by cantilevering for an additional 1,2 or 3 board platform.

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The steel platform batton spans between the transoms giving a non‐slip level surface and applicable in kwikstage


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Screw JackItem No. Description Weight

SJB Screw Jack Base 6.25kg

SJS Swivel Screw Jack 6.65kg

SHUJ Screw U Jack Head 6.62kg


Toe Board Clamp


CSTBC Toe Board Clamp 0.9kg


End Board Bracket

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Clamps to the standard with a captive wedge to hold the batton toe board vertically in position.


End Board Bracket


CSEBB End Board Bracket 1.25kg


Aluminum StairItem No. Description Weight

CSAS80 Aluminum Stair 2420*1485*562mm 34kg

Marking: AS/NZS1576.1 MMYY MM =Month of manufacture YY =Year of manufactureFits into " V" locating lugs on the standard at the end of

Figure 1.0


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2.1 Tie Plan

2. Tie Plan and Bracing Plan

e) The distance between longitudinally adjacent ties at any level shall not exceed three bays;

f) The vertical distance between the supporting surface and the first level of ties shall be no more than three times t

base width, subject to a maximum of 4 metres;

Where the scaffold is erected to a height exceeding three times the least base width, the scaffold shall be

supporting structure (see Figure 2.1) in accordance with the following procedure:

a) Each tie must be rigidly connected to the supporting structure and secured to prevent inwards and outwards move

of the scaffold. Drilled‐in anchors and other methods relying on friction between components and the supporting str

are not to be used;

b) Each tie shall be connected to not less than two standards or two ledgers with right‐angle couplers;

The tests reported herein have been performed in accordance with approved MTS procedures.

This document shall not be reproduced except in full.

c) All tie tubes must be of full length tube without joints or couplers;

g) Ties fitted to adjacent bays must be offset in a staggered pattern by a maximum one lift

d) The distance between the end of the scaffold and the first tie at any level shall not exceed —

i. One bay in the case of a scaffold with no return; or

ii. Three bays in the case of a scaffold with a tied return;


i) The location of ties shall not obstruct clear access along the full length of any working platform or access platform.

g) Ties fitted to adjacent bays must be offset in a staggered pattern by a maximum one lift.

h) The vertical offset distance between adjacent levels of ties shall not exceed 2 metres; and

Figure 2.1: Tie Plan


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2.2 Bracing Plan

a) The braces must extend from the base to the full height of the scaffold;

Figure 2.3:–

2.21 Longitudinal Bracing:

2.22 Transverse Bracing:

Each end of scaffold shall be diagonally braced according to the following conditions and as shown in

d) The brace fixings/connectors are fixed to the V‐pressing points with a maximum spacing of 0.5m between intercon

node points (the nominal spacing between welded V‐pressings on standards);

e) The maximum horizontal distance between intermediate braced panels in any lift must not exceed three bays. Wh

possible and where access to the building is not required at end bays of linear scaffold structures (with‐out 90o retur

b) Braces must be fitted at both ends regardless of the scaffold length and number of bays;

c) Diagonal braces must be arranged forming a heel and toe configuration up end bays at nominal angles of ≈45o to

d) The brace fixings/connectors are fixed to the V‐pressing points with a maximum spacing of 0.5m between intercon

diagonal bracing maybe fitted at one or both end bays on the building side to improve stability.

The outside row of scaffold standards shall be diagonally braced according to the following conditions and as shown

Figure 2.2:–

a) The braces must extend from the base to the full height of the scaffold;

b) Braces must be fitted at both end bays regardless of the scaffold length and number of bays;

c) Diagonal braces must be arranged forming a heel and toe configuration up one bay at nominal angles of ≈45o;


Figure 2.2: Longitudinal Bracing Plan Figure 2.3: Transverse Bracing Plan

g p g p p g

node points (the nominal spacing between welded V‐pressings on standards);


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3.Maximum Assembled Height

maximum assembled Height can reach 36m; if fully Planked, the maximum assembled height can reach 26m.

Refer to AS1576.1, Clause1.6.1, 1.6.2 and 1.6.3 and the testing of MTS, For single working platfrom, if partially plank

Details provided on Pages 10 and 11 of MT‐037‐B of the test report from MTS

Coronet Group Suzhou Col,Ltd 7Coronet Group Suzhou Col,Ltd 7

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Fully Planked


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Partially Planked


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Before starting to erect a scaffold the following important items have to be considered:

a. Be aware of the function of the scaffold

b. Check all the loads that are imposed on the scaffold construction

c. Be aware of the line up of the scaffold

d. Be convinced that all the loads can be supported by the scaffold construction

f. Check the position of the scaffold in relation to the surroundings

g. Be aware of all the safety regulations

h. Be aware that the erection people are skilled to build the scaffold construction

i. Be aware that the erection people are completely instructed

j. Check all the tools that are used during erection

k. Check all the materials that are used in the scaffold construction

No damaged material is allowed to be used in any scaffolding construction!

ERECTION PROCEDURE

4.Erection and dismantling of the scaffold

e. Be convinced that all the vertical loads of the scaffold can be supported by the ground and that all

horizontal loads can be taken over by the anchors and the building


3.1 Check the ground condition and provide plates as necessary

Figure 3.1

Figure 3.3

Figure 3.2

3.4 Insert a transom between the two standard at the

lowest level, Do not tighten the wedges yet. See

Figure 3.3

3.2 Start setting out from the highest point and place four adjustable base jacks in their approximate position for

the first bay. see figure 3.1

3.3 Place a standard onto each of the two adjustable bases at one end of the bay,

ensuring that the lower oockets are on the same and opposite side to the wall. See

Figure 3.2


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3.5 Insert the upper transom 3 pockets higher then the previous one, see Figure 3.4

Figure 3.4


Figure 3.5

Figure 3.6

Figure 3.7

3.6 On the outside face of the standard link a third standard to the frame

by inserting a ledger into the pockets 2 above the bottom transom, this

acts as a guardrail,see Figure 3.5

3.7 On the inside face of the scaffold link the fourth standard with 2

ledgers inserted at the same height as the previous transoms ,See Figure

3.6

3.8 Complete the bay by joining the two standards

with two transoms, see Figure 3.7


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3.9 Level up using a spirit level, on uneven ground, always start from the standard on the highest ground. Figure 3.8

Figure 3.8

Figure 3.9

3.10 Once levelled, drive all wedges home,See Figure 3.9


Figure 3.10

Figure 3.11

3.12 Further transoms are inserted in the same way as the first bay, see

Figure 3.11

3.13 Ensure

everything

is level

before

drving

wedges

home, Do

this as each

bay is

competed.

See Figure

3.12

Figure 3.12

3.11 A second bay can now be added in a simillar manner, by adding additional standards and ledgers.

see Figure 3.10


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3.15 To form a scaffold return form the first scaffold,

Place two return transoms on adacent ledges.

See Figure 3.14

Figure 3.13

3.14 Before proceeding any higher, battens should be

Placed between transoms to provide a working platform.

(These can be moved up as the scaffold progresses if

decking is not needed at this level) See Figure 3.13

3.16 Add two standards on adjustable beases

Then proceed with ledges and transoms as

normal. See figure 3.15

Figure 3.14


3.17 If additional platform width is required. Attached

stage brackets to standards on the inside of the scaffol

at both ends of a bay, see FIgure 3.16

Figure 3.15

3.23 Connect the stage brackets by slotting

in a tie bar and appropriate battens.

Figure 3.15

Figure 3.14


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Documents

K stage System Scaffold - Newbridge serrvices...K‐Stage is a modular system scaffold with wedge fixing for all access scaffold requirements The Wedge fixing of the ledgers and transoms