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Falsework centering in the center arch of Monroe Street Bridge, Spokane, Washington, 1911 In the UK, BS 5975 gives recommendations for the design and use of falsework on construction sites. It was first introduced by the British Standards Institute in March 1982 and the third version was published in 2008 with Amendment 1 in 2011.
Shoring is designed to prevent collapse where shielding is only designed to protect workers when collapses occur. Concrete-structure and stone-building shoring, in these cases also referred to as falsework, provides temporary support until the concrete becomes hard and achieves the desired strength to support loads.
The company was formed as Mills Scaffold Company in 1935 and became GKN Kwikform on acquisition by GKN in 1983. [1] It expanded rapidly in formwork and scaffolding under GKN ownership in the end of the 1980s. [2]
Falsework required Yes A segmental bridge is a bridge built in short sections (called segments), i.e., one piece at a time, as opposed to traditional methods that build a bridge in very large sections.
The deck-type pin-jointed fishbelly truss main span is unique in Australia. It is the only bridge of its type in Queensland and therefore the longest span of its type in Queensland. It innovatively re-uses the falsework of the Burdekin River Bridge at Macrossan of 1899. (This falsework had been re-used on two separate bridges prior to this one ...
Control of the flexibly formed beam cross section is key to achieving low-material use design. The basic assumption is that a sheet of flexible permeable fabric is held in a system of falsework before reinforcement and concrete are added. By varying the geometry of the fabric mould with distance along the beam, the optimised shape is created.
In August 1972 the falsework that had supported the westbound carriageway deck pour was moved over to the eastbound carriageway. [1]: 113 The two structures were separated by a gap of just 2 feet 10 inches (0.86 m). [1]: 111 The falsework was dragged across on a temporary track. It was inspected and some defects were rectified before it was put ...
The falsework, built by crews led by E. C. Panton, the general superintendent, and I. O. Jahlstrom, resident engineer of Ward Engineering Co., was difficult to raise, because it was constantly exposed to high winds. Some of the falsework timbers were 10 by 10 inches (250 mm × 250 mm). [18] It took two months to construct the falsework alone.