Precast segmental deck erection
Balanced cantilever erection
with launching gantry
The prefabricated segments are transported by truck or barge to the erection site.
They are then installed symmetrically on either side of the supports using gantry cranes or floating cranes, mobile handling equipment fixed to the deck and launching girders.
This construction method is adapted to long structures (deck span from 30m to 60m) with multiple spans; it combines the advantages of cantilever construction together with segment prefabrication.
-
High erection rate
1 or 2 pairs of segments per shift -
Minimal disruption to existing
roads, traffic and services -
Clear access to several work fronts
Balanced cantilever erection
with lifting frame
Following installation and commissioning, our lifting frames can operate independently, providing both lifting and self-launching mechanisms.
While the gantry crane is used for medium and large projects, this method is suitable for smaller, long span structures (30m to 170m).
It is particularly versatile and applies both to precast segmental decks and cable-stayed decks (either precast, composite, or steel) regardless of span range and segment weight. The equipment can be reused for other projects.
-
High erection rate
up to 2 pairs of segments per shift -
Craneless method applicable
both to precast segmental decks
and cable-stayed decks -
System adapted to large segments
Balanced cantilever erection
with launching gantry
The prefabricated segments are transported by truck or barge to the erection site.
They are then installed symmetrically on either side of the supports using gantry cranes or floating cranes, mobile handling equipment fixed to the deck and launching girders.
This construction method is adapted to long structures (deck span from 30m to 60m) with multiple spans; it combines the advantages of cantilever construction together with segment prefabrication.
-
High erection rate
1 or 2 pairs of segments per shift -
Minimal disruption to existing
roads, traffic and services -
Clear access to several work fronts
Balanced cantilever erection
with lifting frame
Following installation and commissioning, our lifting frames can operate independently, providing both lifting and self-launching mechanisms.
While the gantry crane is used for medium and large projects, this method is suitable for smaller, long span structures (30m to 170m).
It is particularly versatile and applies both to precast segmental decks and cable-stayed decks (either precast, composite, or steel) regardless of span range and segment weight. The equipment can be reused for other projects.
-
High erection rate
up to 2 pairs of segments per shift -
Craneless method applicable
both to precast segmental decks
and cable-stayed decks -
System adapted to large segments
Span by span erection with launching gantry
This method consists of assembling a complete span as it moves forward. The span is made of segments that are hung on a launching gantry and are assembled by pre-stressing while the span is placed on the piers.
The technique is applicable to prestressed concrete bridges, continuous spans, multiple spans not exceeding 50m, and spans with steeply curved alignment, regardless of the longitudinal and plane profiles of the structure.
The technique is applicable to prestressed concrete bridges, continuous spans, multiple spans not exceeding 50m, and spans with steeply curved alignment, regardless of the longitudinal and plane profiles of the structure.
-
Most economic and fastest method
for multi-span viaducts
High erection rates
2 to 4 spans per shift -
Strict geometry controls
of segments on precast area -
Smaller crew size required
compared to balanced cantilever construction
Precast girder erection
The method is based on the use of launching beams, beam launchers or lifting frames capable of receiving prefabricated beams (I-, U- or T-beams) behind, below or parallel to the erection system. Strand and winch lifting systems are used, ensuring precise placement of the precast elements, with several degrees of alignment possible and at an efficient rate.
-
Fast erection rate, 1 span per shift
-
Simple method
which can be done by a small team -
Minimised geometry control
Span by span erection with launching gantry
This method consists of assembling a complete span as it moves forward. The span is made of segments that are hung on a launching gantry and are assembled by pre-stressing while the span is placed on the piers.
The technique is applicable to prestressed concrete bridges, continuous spans, multiple spans not exceeding 50m, and spans with steeply curved alignment, regardless of the longitudinal and plane profiles of the structure.
The technique is applicable to prestressed concrete bridges, continuous spans, multiple spans not exceeding 50m, and spans with steeply curved alignment, regardless of the longitudinal and plane profiles of the structure.
-
Most economic and fastest method
for multi-span viaducts
High erection rates
2 to 4 spans per shift -
Strict geometry controls
of segments on precast area -
Smaller crew size required
compared to balanced cantilever construction
Precast girder erection
The method is based on the use of launching beams, beam launchers or lifting frames capable of receiving prefabricated beams (I-, U- or T-beams) behind, below or parallel to the erection system. Strand and winch lifting systems are used, ensuring precise placement of the precast elements, with several degrees of alignment possible and at an efficient rate.
-
Fast erection rate, 1 span per shift
-
Simple method
which can be done by a small team -
Minimised geometry control
Our references in deck construction
Build
Hong Kong
As part of the design-build project for a set of precast segmental bridges, choice of the erection method was key to its achievement. Opting for the balanced cantilever erection with launching gantry made the difference.
Build
Australia
Connecting north and south Adelaïde, the South Road Superway includes a 2.8-km elevated roadway. Freyssinet proposed the balanced cantilever erection with launching gantry as the most beneficial construction method.
TMCLK, Hong Kong / Balanced cantilever erection / ©Cyrille DUPONT
Bangkok Blue Line, Thailand / Span by span erection
Damman bridge, Saudi Arabia / Span by span erection
Dubai LRT, UAE / Span by span erection
Thu Thiem2 bridge, Vietnam / Balanced cantilever erection with lifting frame
Halic bridge, Turkey / Balanced cantilever erection with lifting frame (steel deck)
South road superway, Australia / Balanced cantilever erection
Lian Tang 3, Hong Kong / Balanced cantilever erection by lifting frame / ©Cyrille DUPONT
Light Railway Transit, Dubai / Span by span erection with launching gantry
Mudeirej bridge, Lebanon / Precast beams method
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