The Ultimate Guide to Falsework and Formwork in Scaffolding
There are general misconceptions in the differences of formwork and falsework utilised in scaffolding, mainly among people that are new to the
building and construction industry. This guide attempts to provide all the
fundamental information needed to grasp the concepts behind formwork and
falsework: what they are, how to alleviate risks, and inspection procedures
What is formwork and
falsework?
Formwork
Formwork may be described as the surface of the form and
framing used to contain and shape wet concrete until it is self-contained.
Formwork includes the forms on or within which the concrete is
poured and the frames and bracing which provides stability. While generally
linked to the formwork assembly, the joists, bracing, foundations, bearers, and
footings are technically regarded as falsework.
Formwork construction frequently involves more high risk
activities such as operating powered mobile plants including cranes, excavating
foundations, and working from heights.
Falsework
Falsework can be summarised as the temporary structure used to
support a permanent structure, material, plant, equipment, and people, until
the construction of the permanent structure has developed to the point where it
is self-supporting.
Falsework can be used to support a range of permanent
structures before their completion, including:
●
Prefabricated concrete elements for building or civil
construction
●
Formwork and reinforcing steel for in-situ concrete
structures
●
Large steel beams and fabrications, and
●
Bridge spans including arches
How can formwork and
falsework risks be effectively handled?
Formwork
It's important to keep in mind that the design of the final
concrete structure has a major consequence on the health and safety of workers
during the construction process. Generally, the more straightforward and basic
the final concrete structure, the safer it is to construct, erect and dismantle
the formwork.
A certified formwork designer must be consulted with in the
design phase of in-situ concrete structures to confirm that all health and
safety risks are investigated. Appropriate risk assessments ought to be
performed and actions taken in accordance with the 'Hierarchy of Risks'
rankings. The formwork designer should have a detailed understanding of
documenting work platforms and special equipment required to ensure safe
formwork construction.
The formwork designer must include the specifications of the
construction method and erection sequences in the formwork drawings as
necessary. In the event where formwork will be reused later on, the formwork
design should be sure that the structural strength is maintained after allowing
for the natural deterioration of materials through storage, use, and handling.
Falsework
Like formwork designers, falsework designers should use a
combination of technical engineering standards related to the design to be sure
that the final product satisfies regulatory requirements. Engineering
principles should be applied that involve mathematical and scientific
procedures, according to engineering standards.
It's relevant to note that falsework designers should consider
all loads that may be applied during its use, including dead, live,
environmental and other loads. If the falsework involves a complicated
structure, for example a stone arch bridge, the structure designer should
involve the falsework designer to minimise its complexity and therefore the
health and safety risks to workers.
Things to consider
before starting formwork and falsework
●
Structure Design
Formwork
The structural design of the permanent structure substantially
affects the risk of injury from slips, trips, and falls (including falling
objects) during the course of formwork construction and usage. Though not
always practical, permanent structure design steps that can reduce these risks
include:
●
Ensuring there is consistent floor depth which makes it
simpler to erect and minimise the risk of injury.
●
Beams designed to provide suitable access across the
beam recess
●
Minimising the number of columns used
●
Reducing cantilevered floor sections
The structural design also determines the amount of manual
handling required in formwork construction, so this must be considered during
the design phase.
Falsework
There are several technical assumptions and specifications that
have to be followed in the design drawings for falsework structures, including
a statement of the loads and expected dimensional changes. The design drawings
should detail factors which include member sizes and materials, dimensions,
erection procedures, and levels. Alongside this, details regarding bracing,
dimensions, and foundations must be supplied to make sure that falsework
construction can be done as safely as possible.
Support systems that are purchased 'off-the-shelf' are normally
not practical for complex falsework. A geotechnical assessment needs to be
carried out to enable the designer to factor in the existing ground conditions.
Along with this, it's integral that the foundations and footings of the
falsework maximise the structural integrity of the design.
●
Competency and
Licensing
The inspection and certification procedures for both formwork
and falsework are done to be certain that health and safety risks are mitigated
during construction.
Anyone who erects, alters or dismantles formwork and falsework
must be qualified with appropriate experience. Moreover, a licensed scaffolder
is required to erect, alter or dismantle a scaffold in cases where material or
a person can fall in excess of four metres from a platform or structure. The
high risk work licensing classes are listed in Schedule 3 of the WHS
Regulations.
Formwork should adhere to AS 3610: Formwork for concrete. A
knowledgeable engineer with structural design experience should inspect and
certify that the completed formwork satisfies the design specifications at
multiple stages during construction, particularly when the formwork is being
loaded.
For both formwork and falsework, a capable engineer must
complete a Formwork Structural Certificate and deliver this to management, most
commonly the principal contractor. As well as this, there are specific
requirements that have to be inspected and certified to control entry to the
scaffold.
Inspection and
Maintenance
●
Common Hazards
As discussed in the above sections, it's essential that the
formwork and falsework structures are designed to minimise health and safety
risks due to the large number of likely hazards. A couple of the most common
hazards are:
●
Formwork decks - falls are conceivable and to minimise
injury, particular joist design and dimensions should be adhered to when
building the formwork deck. Equally, uneven floors can increase the risk of
falls so it's vital that the deck is progressively constructed from bottom to
top.
●
Cantilevers bearers and ply sheets can be dangerous if
left unsecured. It's easy for material to fall from cantilevers so the use of
cantilevers should be minimised during the design phase.
●
Open penetrations like stairwells can cause hazards for
workers on the deck. It's vital that any penetration which presents a risk of a
person or material falling should be guarded.
If you require further information relating to formwork or
falsework, or would like to speak to someone about hiring labour or equipment
for your project, contact Uni-span on 1300 882 825. With more than 40 years of
experience, Uni-Span operates from three national locations, providing premium
and affordable formwork and scaffolding solutions, equipment and services.
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