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Reinforced Concrete Column Floor to Floor Typical Connection Detail

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FILE TYPECAD dwg detail drawing
FORMATZIP FILE containing .dwg, .dxf, .pdf files
SCALE1 : 10
INDEXReinforced Concrete / Columns /

Description

Reinforced Concrete Column Floor to Floor Typical Connection Detail

Concreting of columns, in all multi-storey reinforced concrete buildings is done in stages of floor to floor. A Reinforced Concrete Column Floor to Floor Typical Connection Detail needs to be presented and detailed in all RC structural drawings.

During concreting of bottom floor column, main reinforcement bars have to be extended above the structural finish slab level by 50-70 times the bar diameter to allow for vertical lapping connection of the column reinforcement. After pouring of the top slab, the column starters are left above, thus facilitating connection of the top floor column to the one below.

Top floor reinforced concrete column bars are bent inside ( as show on the detail – inverted bottle neck ) lapping the existing starters by at least 50 times the bar diameter. Links ( ties ) are to be continued throughout the joint and above using the minimum critical length according to design ( usually no more than 100mm ). Lapping is usually done by 50 and 70 bar diameters ( staggered ) to ensure that connections are located at different positions.

Get this CAD dwg typical detail drawing and use it with all your reinforced concrete projects.

 

Purchased content includes:

  • CAD .dwg file
  • CAD .dxf file
  • PDF file
  • unlimited use, unlocked, fully customisable

 

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PURCHASED DETAIL CONTENTS

INSTANT DOWNLOAD ACCESS – zip file containing : CAD dwg, dxf & pdf formats. Details can be altered in any CAD software. 3Ds not included.

DISCLAIMER

for reference purposes only and should be used as a template

NOTE

Product image above is a demo low resolution snapshot for presentation purposes. Purchased content is fully customizable full resolution CAD drawing.

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