MGF S40,S60 Spreader Beams
- August 27, 2024
- MGF
Table of Contents
S40,S60 Spreader Beams
“`html
Specifications
S40 & S60 SPREADER BEAMS
Overview: Creating safe working
environments
Delivery Capabilities: Our dedicated fleet of
vehicles offers a flexible solution to quickly meet our customers’
delivery needs throughout the UK. We partner with several global
shipping companies to ensure global delivery.
Product Usage Instructions
Section 1: Introduction
Overview
The systems include a pair of drop links inserted within the
channels at each end of the spreader beam extensions. The overall
beam length is created by bolting the extension pieces together.
Green pin shackles connect the beams drop links to the load below
and to the upper lifting chains/slings. MGF can provide endless
round slings for all achievable beam configurations.
Section 2: Components
Table of Components
Refer to the user manual for a detailed list of components.
Beam Configurations
Follow the recommended beam configurations provided in the
manual for optimal performance.
Section 3: Assembly Procedure
Assembly Procedure
Follow the step-by-step assembly procedure outlined in the user
manual.
Pre-lift Checks
Before lifting, ensure all components are securely assembled and
in proper condition.
Usage Instructions
Refer to the user manual for detailed instructions on how to use
the spreader beams.
Critical Assembly Rules
Adhere to the critical assembly rules provided to ensure safe
operation.
Safe Use Warnings
Pay attention to all safety warnings and guidelines provided in
the manual.
Section 4: Safety
For safety guidelines and precautions, refer to Section 4 of the
user manual.
FAQ
Q: Can I use the spreader beams for loads exceeding the
recommended weight limits?
A: It is not recommended to exceed the weight limits specified
in the capacity charts for safety reasons.
Q: How do I determine the appropriate beam configuration for my
lifting needs?
A: Refer to the span/capacity charts provided in the manual to
select the suitable beam configuration based on your
requirements.
“`
S40 & S60 SPREADER BEAMS
CREATING SAFE WORKING ENVIRONMENTS
ISSUE 1
mgf.co.uk
CREATING SAFE WORKING ENVIRONMENTS
With over 40 years of experience, MGF is a privately-owned company whose
primary focus is the provision of fully engineered excavation support
solutions to the civil engineering, construction, rail and utilities sectors.
We combine technical expertise and operational performance to ensure the
highest levels of customer service. With a focus on developing and promoting
industry best practice in excavation and structural support systems and
lifting & safety equipment we aim to assist our customers in creating safe
working environments for their employees.
CUSTOMER SERVICE AND SUPPORT
The hire and sale of our products is fully supported by our team of qualified
engineers, experienced Technical Sales Representatives, hire desk and
operational staff. Our hire centres provide the focal point for service
delivery where our hire desk team will be pleased to receive your enquiry.
DELIVERY CAPABILITIES
Our dedicated fleet of vehicles offer a flexible solution to quickly meet our
customers delivery needs throughout the UK. We partner with several global
shipping companies to ensure we can quickly deliver our products on a global
scale.
2
USER GUIDE
S40 & S60 SPREADER BEAMS
CONTENTS
SECTION 1: INTRODUCTION
4
1.1 OVERVIEW 1.2 SPAN / CAPACITY CHARTS
SECTION 2: COMPONENTS
6
2.1 TABLE OF COMPONENTS 2.2 BEAM CONFIGURATIONS
SECTION 3: ASSEMBLY PROCEDURE
13
3.1 ASSEMBLY PROCEDURE 3.2 PRE-LIFT CHECKS 3.3 USAGE INSTRUCTIONS 3.4 CRITICAL ASSEMBLY RULES 3.5 SAFE USE WARNINGS
SECTION 4: SAFETY
18
ISSUE 1
MGF-GN39V1.0/MAY24
USER GUIDE SECTION 1
S40 & S60 SPREADER BEAMS
INTRODUCTION
The S40 & S60 Spreader Beams are modular spreader beam systems which can lift
up to 40t (S40) and 60t (S60) with maximum spans between hanging points of 8m,
the beam length can be adjusted in increments of 0.5m. The capacities for
various lengths are detailed in the Span / Capacity Charts and are provided
for both ranges in 2 upper Sling to Vertical angles (), 30° & 45°.
The systems include a pair of drop links which are inserted within the
channels at each end of the spreader beam extensions. The overall beam length
is created by simply bolting the extension pieces together. Green pin shackles
connect the beams drop links to the load below and to the upper lifting chains
/ slings. MGF can provide endless round slings for all achievable beam
configurations.
Figure 1: Typical beam setup
SPAN
= SLING TO VERTICAL ANGLE
1.1 OVERVIEW
· Versatile, robust, modular spreader beam systems with max. WLL of 40t (S40)
or 60t (S60), with WLL reducing as lifting span increases, up to a max. of 8m.
· The S40 and S60 drop links can be relocated along the beams in 500mm
increments along the beam, to allow for different lifting configurations.
· S40 beams are built to length using 0.5m, 1.0m & 2.0m S40 extensions. · S60
beams are built to length using 0.5m, 1.0m & 2.0m S60 extensions. · S40
extension pieces are bolted together using grade 8.8 M16x50 bolts, nyloc nuts
and
washers, which must be fully torqued to a minimum of 150Nm these bolts must
be disposed of after each use. · S60 extension pieces are bolted together
using grade 8.8 M20x60 bolts, nyloc nuts and washers, which must be fully
torqued to a minimum of 240Nm these bolts must be disposed of after each
use. · Both S40 & S60 Drop Links are secured to the beams using grade 8.8
M30x150 bolts, nyloc nuts and washers as these bolts don’t need to be highly
torqued they can be re-used. · Sling to Vertical (STV) angle, , 45° or less. ·
S40 Drop Links are rated at 20t WLL each (40t combined). · S60 Drop Links are
rated at 30t WLL each (60t combined). · Available with a range of slings to
suit different applications.
4
USER GUIDE SECTION 1
S40 & S60 SPREADER BEAMS
1.2 SPAN / CAPACITY CHARTS
S40 SPREADER BEAM
SLING TO VERTICAL ANGLE (STV)
30°
45°
MIN. TOP
MIN. TOP
SPAN WLL SLING LENGTH WLL SLING LENGTH
(m) (t)
(m)
(t)
(m)
RECOMMENDED BEAM CONFIGURATION (m)
WEIGHT (kg)
2.0 40
0.8
34
1.0
1.0 0.5 1.0 – – 224.3
2.5 40
1.3
34
1.7
2.0 1.0 – – – 230.4
3.0 40
1.9
34
2.4
2.0 0.5 1.0 – – 256.1
3.5 40
2.5
34
3.1
2.0 2.0 – – – 262.2
4.0 40
3.1
34
3.8
2.0 0.5 2.0 – – 287.9
4.5 40
3.6
34
4.5
2.0 2.0 1.0 – – 303.8
5.0 40
4.2
34
5.2
2.0 2.0 0.5 1.0 – 329.5
5.5 40
4.8
32
5.9
2.0 2.0 2.0 – – 335.6
6.0 40
5.4
28
6.6
2.0 2.0 0.5 2.0 – 361.3
6.5 40
6.0
26
7.3
2.0 2.0 2.0 1.0 – 377.2
7.0 40
6.5
24
8.0
2.0 2.0 2.0 0.5 1.0 402.9
7.5 38
7.1
22
8.7
2.0 2.0 2.0 2.0 – 409.0
8.0 34
7.7
20
9.4
2.0 2.0 2.0 0.5 2.0 434.7
Table 1: S40 Span / Capacity Chart
S60 SPREADER BEAM
SLING TO VERTICAL ANGLE (STV)
30°
45°
MIN. TOP
MIN. TOP
SPAN WLL SLING LENGTH WLL SLING LENGTH
(m) (t)
(m)
(t)
(m)
RECOMMENDED BEAM CONFIGURATION (m)
WEIGHT (kg)
2.0 60
0.8
45
1.0
1.0 0.5 1.0 – – 396.2
2.5 60
1.3
45
1.7
2.0 1.0 – – – 406.2
3.0 60
1.9
45
2.4
2.0 0.5 1.0 – – 459.8
3.5 60
2.5
45
3.1
2.0 2.0 – – – 469.8
4.0 60
3.1
45
3.8
2.0 0.5 2.0 – – 523.4
4.5 60
3.6
45
4.5
2.0 2.0 1.0 – – 555.4
5.0 60
4.2
45
5.2
2.0 2.0 0.5 1.0 – 609.0
5.5 60
4.8
45
5.9
2.0 2.0 2.0 – – 619.0
6.0 60
5.4
45
6.6
2.0 2.0 0.5 2.0 – 672.6
6.5 60
6.0
45
7.3
2.0 2.0 2.0 1.0 – 704.6
7.0 60
6.5
45
8.0
2.0 2.0 2.0 0.5 1.0 758.2
7.5 60
7.1
45
8.7
2.0 2.0 2.0 2.0 – 768.2
8.0 60
7.7
45
9.4
2.0 2.0 2.0 0.5 2.0 821.8
Table 2: S60 Span / Capacity Chart
5
USER GUIDE SECTION 2
S40 & S60 SPREADER BEAMS
COMPONENTS
2.1 TABLE OF COMPONENTS
S40 SPREADER BEAM
PART REF
PRODUCT ID
DESCRIPTION
1
S40-E500
2
S40-E1000
3
S40-E2000
4
BS-SCP-GP-25.00
5
S40DL
6
BS-SCP-GP-25.00
Table 3: S40 Components
0.5m S40 Extension 1.0m S40 Extension 2.0m S40 Extension 25t Green Pin Bow
Shackle
S40 Drop Link 25t Green Pin Bow Shackle
WEIGHT / ITEM (kg) 25.7 41.6 73.4 12.8 32 12.8
222mm
1 3
500mm 2
1000mm
Figure 2: S40 Extensions
2000mm
282mm
6
87.5 594
USER GUIDE SECTION 2
S40 & S60 SPREADER BEAMS
5 4
252.5
392.5
Ø53
87.5
Ø32
100
165
76.5
6
Figure 3: S40 Drop Link
S60 SPREADER BEAM
PART REF
PRODUCT ID
1
S60-E500
2
S60-E1000
3
S60-E2000
4
BS-SCP-GP-35.00
5
S60DL
6
BS-SCP-GP-35.00
Table 4: S60 Components
140
Ø53
160
Figure 4: Dimensioned S40 Drop Link
DESCRIPTION
0.5m S60 Extension 1.0m S60 Extension 2.0m S60 Extension 35t Green Pin Bow
Shackle
S60 Drop Link 35t Green Pin Bow Shackle
WEIGHT / ITEM (kg) 53.6 85.6 149.2 19.9 46 19.9
7
USER GUIDE SECTION 2
S40 & S60 SPREADER BEAMS
362mm
302mm
500mm 1
2 3
1000mm
Figure 5: S60 Extensions
2000mm
5 4
408
Ø60
98
278
160
Ø32
98 706
180
88
6 Figure 6: S60 Drop Link
8
140
Ø60
160
Figure 7: Dimensioned S60 Drop Link
USER GUIDE SECTION 2
S40 & S60 SPREADER BEAMS
2.2 BEAM CONFIGURATIONS
The below setups highlight the recommended beam configurations (red dimensions
denote the extension lengths). If these configurations cannot be achieved,
please contact MGF to discuss.
S40 SPREADER BEAM CONFIGURATIONS
2500
2.0M LIFTING SPAN
1000 500 1000
250
2000
250
2.5M LIFTING SPAN
250
3000 2000
1000
2500
250
3.0M LIFTING SPAN
250
3500
2000
500 1000
3000
250
4000
3.5M
2000
2000
LIFTING
SPAN
250
3500
250
4500
4.0M LIFTING SPAN
2000
500
2000
250
4000
250
4.5M
2000
LIFTING
SPAN
250
5000 2000
4500
1000 250
Figure 8: S40 Beam Configurations
9
USER GUIDE SECTION 2
S40 & S60 SPREADER BEAMS
5.0M
2000
LIFTING
SPAN
250
5500 2000
500 1000
5000
250
5.5M
2000
LIFTING
SPAN
250
6000 2000
5500
2000 250
6.0M
2000
LIFTING
SPAN
250
6500
2000
500
2000
6000
250
6.5M
2000
LIFTING
SPAN
250
7000 2000
6500
2000
1000 250
7.0M
2000
LIFTING
SPAN
250
7500 2000
2000
500 1000
7000
250
7.5M
2000
LIFTING
SPAN
250
2000
8000
2000
7500
2000 250
8.0M
2000
LIFTING
SPAN
250
8500
2000
2000
500
2000
8000
250
Figure 8: S40 Beam Configurations
10
USER GUIDE SECTION 2
S40 & S60 SPREADER BEAMS
S60 SPREADER BEAM CONFIGURATIONS
2500
2.0M LIFTING SPAN
1000 500 1000
250
2000
250
2.5M LIFTING SPAN
250
3000 2000
1000
2500
250
3.0M LIFTING SPAN
250
3500
2000
500 1000
3000
250
4000
3.5M
2000
2000
LIFTING
SPAN
250
3500
250
4500
4.0M LIFTING SPAN
2000
500
2000
250
4000
250
2000 4.5M LIFTING SPAN
250
5000 2000
4500
1000 250
2000 5.0M LIFTING SPAN
250
5500 2000
500 1000
5000
250
Figure 9: S60 Beam Components
11
USER GUIDE SECTION 2
S40 & S60 SPREADER BEAMS
2000 5.5M LIFTING SPAN
250
2000 6.0M LIFTING SPAN
250
2000 6.5M LIFTING SPAN
250
2000 7.0M LIFTING SPAN
250
2000 7.5M LIFTING SPAN
250
2000 8.0M LIFTING SPAN
250
6000 2000
2000
5500
6500
2000
500
250 2000
6000
7000 2000
250
2000
1000
6500
7500 2000
2000
250 500 1000
7000
2000
8000
2000
250 2000
7500
250
8500
2000
2000
500
2000
8000
250
Figure 9: S60 Beam Components
12
USER GUIDE SECTION 3
S40 & S60 SPREADER BEAMS
ASSEMBLY PROCEDURE
3.1 ASSEMBLY PROCEDURE
· Spreader Beams are built to length by bolting extensions pieces together.
S40 Spreader Beam extensions are secured together using 6No. grade 8.8 M16x50
bolts, nyloc nuts and washers. S60 Spreader Beam extensions are secured
together using 6No. grade 8.8 M20x60 bolts, nyloc nuts and washers. Ensure
bolts are fully tightened and torqued to a minimum of 150Nm (S40) or 240Nm
(S60), 2 threads minimum must be visible beyond the nut. These bolts must be
disposed of after use.
· If the beams are supplied pre-assembled ensure the bolts are properly
secured and the extension connecting bolts are torqued to the stated values.
The bolts should be checked prior to each lifting operation.
· Check the ID details on each component to ensure the correct lengths are
used, corresponding with the recommended configurations detailed in tables 1 &
2 and figures 8 & 9.
· The S40 and S60 Drop Links are secured within the extensions using 4No.
grade 8.8 M30x150 bolts, nyloc nuts and washers. Fully tighten all bolts
(these fixing bolts do not need to be highly torqued like the extension
connection bolts), 2 threads minimum must be visible beyond the nut. Bolts
should be re-tightened before every lifting operation. These bolts do not need
to be scrapped following use.
· The drop links can be adjusted by removing the M30 fixing bolts and
relocating along the beam, prior to securing in it’s new location using the
same fixing bolts, nyloc nuts and washers. Fixing positions on the beams are
available in 500mm increments, ensure the drop links are installed in the
correct orientation.
· Place a top sling onto the body of the upper shackle and put jaw of top
shackle over the top of the drop link before securing the shackle pin.
· Attach lower slings and shackles to the bottom of the drop link and attach
them to the load to be lifted.
· Recommended sling type: Textile slings, wire ropes with soft eyes and chain
slings. Ensure the attachment allows adequate clearance between the beam, a
longer sling will give greater clearance.
· Recommended equipment: torque wrench, podger spanner, ring spanner.
13
USER GUIDE SECTION 3
S40 & S60 SPREADER BEAMS
3.2 PRE-LIFT CHECKS
Before lifting there are several checks which should be done: Ensure that
there is suitable clearance between the equipment used to connect to the
shackles and the drop link. Ensure exclusion zones are in place prior to
lifting. These must be adhered to throughout the lifting processes. Ensure a
full lifting plan is produced prior to every lifting operation. Prior to use
inspect all components for any damage, including dents and gouges, in addition
to checking the connecting holes for any damage or elongation. If any damage
is identified, then do not use and immediately contact MGF. Carry out a visual
alignment check of the beam, to ensure straightness, without any kinks or bows
along the length. All lifting and hanging points must be inspected prior to
use. Ensure the top sling lengths are suitable and the beam does not tilt.
Ensure that the centre of gravity of the object being lifted is positioned
underneath the master link. Ensure that all shackles are free to rotate and
that the slings are not twisted or tangled. Ensure all connection bolts are
fully tightened or torqued, prior to every lifting operation. It is
recommended to first conduct a test lift, lifting the load slightly off the
ground, to ensure the lift is stable, If the lift is not stable, then the load
must be lowered, and the hanging / lifting points adjusted to suit the load.
Keep the spreader beam clear of obstacles any contact could cause unsafe
release of load or beam failure.
14
USER GUIDE SECTION 3
S40 & S60 SPREADER BEAMS
3.3 USAGE INSTRUCTIONS
· The assembled spreader beam and lifting rig must be thoroughly checked by a
competent person prior to lifting.
· Using the crane transport the spreader beam and materials to the relevant
location, moving slowly and carefully to avoid shock loads.
· Ensure the spreader beam is not impacted or dropped. If it is then the beam
must be fully inspected before recommencing the lifting operation.
· When the load is in its final position and secure, disconnect the lower
slings from the spreader beam, so the beam can be moved over to a safe area
for storage.
· When not in use it is recommended to store the spreader beam on suitable
timber supports, on level ground.
3.4 CRITICAL ASSEMBLY RULES
· For balanced lifts refer to the beam configurations detailed earlier, beams
should not be built up using more than 5 extensions.
· STV (Sling to Vertical ) angle must be less than 45°. · Sling angle is
critical for safe use of spreader beams. · For STV angles between 30° and 45°,
either use the 45° capacity or consult an MGF
representative for an accurate load capacity. · Lifting and hanging points can
be adjusted in 500mm increments. · The rigger must ensure there is clearance
between sling end and the drop links. · The lifting rig masterlink must be
located over the centre of gravity of the load being lifted. · The beam must
be assessed by a competent lifting operative prior to each use. · The lower
slings cannot be rigged at more than a 6° angle (see figure 10). · The
spreader beam cannot be used when the beam deviates at more than a 6° angle
(see figure 11).
15
USER GUIDE SECTION 3
S40 & S60 SPREADER BEAMS
6°
6°
Figure 10: Max. allowable lower sling angles 6°
Figure 11: Max. allowable beam tilt angle
16
USER GUIDE SECTION 3
S40 & S60 SPREADER BEAMS
3.5 SAFE USE WARNINGS
Before operatives use the equipment, they should read and understand these
warnings: · Do not exceed stated WLL for each particular span and sling angle
shown in
tables 1 & 2. · If the spreader beam is being lifted by wheeled or tracked
machines then they
must remain stationary throughout, a beam must never be transported whilst
under load. · When moving or positioning the spreader beam and load, use tag
lines to control movement. · Individual components can be heavy and extreme
care must be taken if manual handling. · Throughout assembly and use be aware
of finger trap hazards. · Ensure the spreader beams are built up as per the
beam configurations detailed in Figure 8 & 9. · Load must be lifted through
the lower shackle on the drop link, never hang loads from the beam itself by
looping slings around the beam. · Keep the loaded spreader beam clear of
obstacles any contact could cause unsafe release of load or beam failure. ·
Ensure any overhead cable hazards and associated risks are identified and
controlled. · The equipment must be used in accordance with the procedures
from `Lifting Operations and Lifting Equipment Regulations 1998′ (LOLER). ·
Operatives using this system should be suitably trained, competent and have a
clear understanding of safe slinging procedures. · The equipment must only be
used with the shackles supplied by MGF. · Ensure that suitably rated chains /
slings are used.
17
USER GUIDE SECTION 4
S40 & S60 SPREADER BEAMS
SAFETY
A site-specific risk assessment and lift plan must be completed by the
responsible person before using this equipment to control risks, produce a
safe system of work and ensure safety for you, your colleagues and others.
Your risk assessment will determine the correct Personal Protective Equipment
(PPE) for the task you are doing. MGF recommends that you should wear: ·
Suitable clothing · Gloves · Hard hat · Protective footwear (steel toecaps) ·
Safety glasses
IMPORTANT SAFETY NOTES
Read these instructions before using this equipment. If there is anything you
do not understand or if you have any concerns do not use this equipment.
Contact your supervisor or MGF for advice. · You must check that you have
considered all the safety requirements for the task
you are doing and that this equipment is suitable. · You must protect
bystanders and the general public by preventing access to the
working area. · Do not use this equipment if you are tired, unwell or under
the influence of alcohol
or drugs. If you are taking any medicine or undergoing treatment you should
inform your supervisor. · It is the hirer’s responsibility to inspect the beam
and all fittings prior to any lifting operations being undertaken. Consult an
MGF representative before lifting if there is any doubt over the quality of
the equipment or if you are unsure about any aspect of these rules. ·
Equipment to be used in accordance with MGF’s terms and conditions of hire. ·
All operations must be carried out to approved method statements and risk
assessments.
18
HEAD OFFICE
GRANT HOUSE LOCKETT ROAD
ASHTON IN MAKERFIELD WIGAN, WN4 8DE
T: 01942 402700
ENGINEERING CENTRE
FOUNDATION HOUSE WALLWORK ROAD
ASTLEY, MANCHESTER M29 7JT
T: 01942 402704
mgf.co.uk
enquiries@mgf.co.uk
EXCAVATION SAFETY STRUCTURAL SUPPORT
WEST LOTHIAN LIVINGSTON DEPOT Letham Road, Houstoun Ind. Est. Livingston, West Lothian EH54 5BY T: 01925 598537
WEST LOTHIAN LIVINGSTON DEPOT Letham Road, Houstoun Ind. Est. Livingston, West Lothian EH54 5BY T: 01506 535556
NORTH EAST DURHAM DEPOT Thistle Road, Littleburn Ind. Est. Langley Moor, County Durham DH7 8HJ T: 01913 782100
NORTH WEST ASTLEY DEPOT Wallwork Road Astley, Manchester M29 7JT T: 01942
896282
NORTH WEST WARRINGTON DEPOT Clayton Road, Birchwood Warrington, WA3 6RP T:
01925 598537
YORKSHIRE CASTLEFORD DEPOT Allerton Bywater Business Park Newton Lane,
Castleford WF10 2AL T: 01977 521930
EAST ANGLIA STANTON DEPOT Unit 5, O’Brien Ind. Est. Grove Lane, Stanton Bury
St. Edmunds Suffolk, IP31 2AR T: 01359 252204
MIDLANDS RUGELEY DEPOT Redbrook Lane Brereton, Rugeley Staffordshire, WS15 1QU T: 01889 574777
SOUTH WEST BRISTOL DEPOT Severn Road Chittening Avonmouth Bristol, BS11 0YL
T: 01179 820706
SOUTH WEST EXETER DEPOT Unit 58, Greendale Business Park Woodbury Salterton,
Exeter EX5 1EW T: 01395 233194
LONDON DARTFORD DEPOT Ray Lamb Way Manor Road Erith, Kent, DA8 2LB T: 01322 344520
SOUTH EAST TRING DEPOT Units 21 & 22, Airfield Ind. Est. Cheddington Lane Long Marston, Tring Hertfordshire, HP23 4QR T: 01296 663250
SOUTH EAST TRING DEPOT Units 21 & 22, Airfield Ind. Est. Cheddington Lane Long Marston, Tring Hertfordshire, HP23 4QR T: 01925 598537
MGF (TRENCH CONSTRUCTION SYSTEMS) LTD.
Grant House, Lockett Road, Ashton in Makerfield, Wigan, WN4 8DE
01942 402700
enquiries@mgf.co.uk
mgf.co.uk
Copyright © 2024 MGF (Trench Construction Systems) Ltd. All Rights Reserved.
Read User Manual Online (PDF format)
Read User Manual Online (PDF format) >>