Copy of `Corus - Construction industry glossary`
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Corus - Construction industry glossary
Category: Architecture and Buildings > Construction industry
Date & country: 03/12/2007, UK Words: 319
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GroutA mixture of Portland cement and water. (Grouts are used to fill the space between the underside of a base plate and the top of a concrete foundation.)
Grip Length BoltA layer of parallel steel beams set on a concrete foundation in order to spread heavy concreted loads over a wide area. (Grillage beam, two tier grillage.)
GradientThe fall or rise per unit length of land, railway, road.
GridA rectangular layout of straight lines used for locating points on a plan. (Grid lines for stanchion layout.)
Grade 4.6 BoltsBolts with a UTS of 400 N/mm2 and a yield stress which is 60% of this.
Grade 8.8 BoltsBolts with a UTS of 800 N/mm2 and a yield stress which is 80% of this.
Gantry GirderBeam supporting an overhead traveling crane. (Crane beam.)
Gas Shielded WeldingAn automatic or semi-automatic welding process where the arc is shielded by an inert gas. (MIG=metal inert gas, CO2=Carbon dioxide)
GalvaniseProcess for coating steel sections with zinc in order to provide corrosion protection from aggressive environments. (Hot dipped, spun galvanizing.)
GantryA steel structure for supporting an overhead crane assembly.
FrameworkFabricated members connected together to form a structure.
ForceA vector quantity which tends to change the condition of rest of a rigid body.
FormworkTemporary construction to constrain wet concrete until set.
FoundationThat part of the structure that transmits building loads below ground level (concrete block, pile strip foundation).
Flange PlatePlate fastened to a plate of a H section either to from a compound section or part of a space connection.
FlatSteel plate.
FloorHorizontal load bearing construction spanning between supports.
FittingsFabricated items, angles, plates, attached to the structural members of the frame. (Cleats, end plates gusset.)
Flame CleaningMethod of removing rust and scale from a steel surface by the application of a flame torch
FinishProcedure or decorative material applied to steel members.
Finished LevelFinal level specified for parts of the structure.
Fire ResistanceThe ability of a member or frame to withstand exposure to fire up to collapse, measured against time.
Faying SurfaceA common interface between parts in a high strength friction grip bolted joint.
Fillet WeldDamage to a member caused by repeated application of stresses that are insufficient to cause failure by a single application.
Faying SurfaceThe contact surfaces of a HSFG bolted connection.
FalseworkTemporary framework to assist the erection of permanent structure.
FastenersGeneral term for bolts, nuts and washers used in connections.
FailureThe inability of a member to carry its designated load by reason of excessive deformation or collapse.
Fall RoofVertical dimension per unit length across a roof to provide natural drainage.
ExposedUnclad steel frame work, subjected to atmospheric conditions.
Factored LoadA specified load multiplied by the relevant partial factor.
End PlatePlate welded to the end of a beam perpendicular to the longitudinal axis of the beam, the width of plate parallel to the width of flange.
ErectionThe placing in position and fixing of fabricated members on site to form the building framework.
ExpansionIncrease in unit length per-degree of rise in temperature.
End DistanceDistance from the centre of a fastener hole to the edge of an element parallel to the direction in which the fastener bears.
Empirical MethodSimplified method of design justified by experience or testing.
EncastreSupport fixings to beams that prevent end rotations under load (built-in fixed end).
ElementPart of a cross section forming a distinct part of the whole. (Compression element, tension element outstand.).
Elastic DesignA design method that assumes that no permanent deformation remains after removal of the loads; no redistribution of moments would occur due to plastic rotation of the section.
Edge DistanceDistance from centre of fastener hole to the nearest edge of an element.
Effective LengthDistance between points of effective restraint on a member multiplied by a factor to take account of the end conditions.
EavesJunction of wall and roof.
Durbar PlateSteel flooring plate, with non-slip embossments on one surface. (Chequer plate.)
Dye Penetrant TestingA process for detecting surface cracks in welds using a penetrating dye which seeps in the cracks. When a (white) contrast liquid is applied, the dye leaches into the contrast liquid to reveal the crack.
DuctPrefabricated sheet steel trunking to provide heating and ventilating service to building.
Double AngleA compound structural member comprising two hot rolled angles connected together.
Down PipeA pipe to carry rainwater from a gutter to the drainage system below. (Half round gutter valley gutter.)
DistortionDeformation produced by fabrication and rolling processes. (Impact, welding, lack of fit).
DomeHemispherical shaped roof or building (ribbed dome cupola).
DeformationMovement. Permanent deflection, non-elastic.
Deep Penetration WeldA weld laid down with a high heat input, which causes the molten weld metal to penetrate further than normal into the parent plate.
Deflection (Elastic)Elastic movement of a structure or parts of a structure under applied loads. (e.g. beam deflection, frame deflection).
DeckFloor slab comprising a steel sheet profile and concrete topping.
DeckingSteel profile used for floor construction to support wet concrete topping. The decking may function as tensile reinforcement after the concrete has cured.
DatumAny level taken as a reference level.
Dead LoadAll loads of constant magnitude and position that act permanently, including self weight.
CupolaDome shaped roof structure (hemispherical ribbed).
CurtailmentStopping short of strengthening places along a main member (cut-off).
Curtain WallingProprietary side wall cladding system comprising light non-structural framing and glass/plastic infill panels.
Cross CentresA standard dimension, centre to centre of fasteners in a H, I or J section flange measured normal to and about the centre line of the web.
Corrugated SheetRoof covering sheet sinusoidal in profile made from galvanised steel sheet.
Cover PlatesPlates placed on the outer sides of the member to form a bolted splice.
Crane PlatePlate sealing a joint either load bearing or non-load bearing (splice plate).
CorniceMoulded projection at top of a building. (CORNICE STONE).
Corrosion CoverGradual breakdown of surface of metal by electrolytic action caused by chemical attack.
Continuous BeamBeam spanning more than one bay without a break.
Continuous ConnectionA connection which carries bending moments as well as shear and axial forces.
CorefastA construction system developed by Corus that enables building cores and other building structures to be erected quickly and accurately using Bi-Steel panels.
ConnectionTwo or more members fastened together by mechanical means or welding.
ConstructionGeneral term applied to buildings or site work.
CompressionAxial force tending to shorten the member.
ConcreteStructural material comprising a mixture of fine aggregate, coarse aggregate, cement and water.
Compound BeamBeam formed by connecting two or more sections or placed together to form a single beam. (BUILT-UP).
ComponentPrefabricated member forming part of a framing system.
Composite ConstructionA combination of a concrete floor slab and steel beam with a mechanical bond between in order to produce a single member of enhanced strength.
Compact SectionA section which can develop the plastic moment capacity but in which local buckling prevents rotation at constant moment.
ColumnA vertical member carrying axial compression load and possibly bending moment and shear.
Cold RolledSection produced by continuous rolling process from thin steel.
Code Of PracticeDocument issued by British Standards Institution for guidance outlining current practice.
Cold FormedSection produced by continuous rolling process from thin steel.
CleatShort length of angle forming part of a connection drilled for fasteners (FITTINGS)
CladdingExternal weatherproof envelope to a building either loadbearing or non-loadbearing. (Brick cladding, curtain walling.)
ChordMain member in a framed structure (top chord, bottom chord, boom).
ChsCircular Hollow Section hot finished tube. See BS4848: Part 2.
Chequer PlateHot rolled flooring plate with non slip embossments on one surface.
Cement MortarA mixture of Portland cement, sand and water.
CentroidCentre of area.
ChannelL shaped hot rolled or cold rolled section (Hot Rolled. channels see BS4:Part 1.)
CatwalkSee Walkway.
Cement GroutA mixture of Portland cement and water
CastingSteel casing shapes produced by pouring molten steel into a mould.
CasingMaterial used to surround partially or completely a structural member for fire resistance or decorative purposes. (Concrete casing, spray casing, board casing.)
CastellatedFabrication process for beam and column sections, zig zag flame cut along web, cut sections welded together to produce a section 50% deeper than the original section. (CASTELLA).
CantileverBeam, fixed at one end and free to deflect at the other end.
CapacityLimit of force or moment which may be applied to a member without causing yielding or rupture.
CamberThe amount by which beams are fabricated out of true to partially counteract the effects of movement under load. (Pre-camber).
Built-InSupport fixings to beams that prevent end rotations under load (fixed and encastre).
BuiltupCompound member fabricated from hot rolled sections and plate.
Butt WeldFusion weld between two parts edge to edge, or edge to surface to develop full strength of parent material (see BS5950).
BucklingDeformation of element or structure under compressive or shear loading; the deformation is usually normal to the direction of applied load.