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‘STEP OUT FROM OLD TO
THE NEW’
1
‘पुराने को छोड़ नये के तरफ’
PIMPRI CHINCHWAD COLLEGE OF
ENGINEERING
A
Presentation
On
“REBAR COUPLER AS AN ALTERNATIVE OF
COLUMN SPLICES”
Prepared By:-KUNAL RAJENDRA BHADANE
Under the Guidance of
Prof.KANCHAN D. DHAPEKAR
Sr.No. Contents Page No.
1) Probable contents 4
2) Aim and Objective 5
3) Significance 7
4) Work completed 8
5) Planning for seminar work 9
6) References 10
3
4
Sr. No. Probable contents
1) Abstract
2) Introduction
3) Material and Methodology
4) Types of Couplers
5) Case study on couplers
6) Estimation
7) Calculation of Cost of Couplers
8) Comparison
9) Conclusion
10) References
AIM AND OBJECTIVE:-
•To study rebar coupler as an alternative on
conventional column splices
5
6
Conventional Column Splices Mechanical Rebar Coupler
INTRODUCTION:-
• TYPE OF REBAR COUPLERS:-
7
2.Non-Threaded couplers
1.2Taper-
Threaded
couplers
1.1Parallel Threaded
Coupler
1.1.1Roll
Threaded
1.1.2Cold
Forged
2.1Bolted
coupler
2.2Welded
coupler
2.3Grout
filled
coupler
2.4Steel-
Filled
coupler
2.5Integrally
Forged
Coupler
1.Threaded Coupler
Mechanical Coupler
2.1.1Solid Type 2.1.2Strap Type 2.1.3Wedge locking coupler
8
Parallel Threaded Coupler
Taper-Threaded couplers
Rolled Threaded couplers are a type of parallel
threaded couplers where threads are formed by
pressing the ends of the rebar using a set of rollers
and are then connected by a coupler with matching
parallel threads.
Cold Forged Or Upset Parallel threaded couplers are
formed by enlarging the rebar end by 10-30% under
hydraulic pressure prior to cutting parallel threads on to
the upsized
rebar.
9
Solid-type steel coupling sleeve-These
coupling sleeves are cylindrical shells with split flanges
at one side. Bolts are inserted through holes in the
flange
Strap-type steel coupling sleeve
Grout filled coupler consist of double-tapered
frustum shaped steel sleeves with deformations
similar to reinforcing bar patterns on the inner
wall.
A nonshrink, high-strength, proprietary mortar
grout is introduced into the coupling sleeve and
around the bars using a low-pressure grout
pump.
A wedge-locking coupling sleeve
holds the abutting bar ends in
concentric bearing by lateral
clamping action when the
wedge is driven onto the sleeve.
These coupling sleeves are
cylindrical, with flattened collar
flanges that are formed to provide
a tapered opening that extends
nearly full length of the shell
10
Welded splice is generally used when the
bar having diameter larger than 36mm
The steel-filled coupler consists of a cylindrical steel shell with
machined interior grooves into which a molten steel filler
material is introduced. Loads are transferred across the
mechanical connection via the filler material to the coupling
sleeve.
Integrally forged coupler-In this system, the mechanical connection
device is manufactured directly from two reinforcing bars.
This is an extension of the integrally forged two-piece coupler. Each
reinforcing bar composing the mechanical connection is altered by a
manufacturing operation that produces a female or male portion suitable
for connecting the two bars
11
• ADVANTAGES OF COUPLERS:-
 Elimination of errors which are caused due to providing wrong lap length.
 Economical.
 Restrictions of provision of lap splices given in IS code 456-2000 cl. no. 26.2.5.1 are eliminated
 Saving in material
 Inspection of connection is easy
 Great quality control
 Improved structural integrity.
 Elimination of lap-splice calculations.
 Reduced rebar congestion(A common complaint of concrete placing crews is that they can’t get the concrete
through rebar cages).
12
• TESTS CONDUCTED ON REBAR COUPLERS:-(Carried out on any 3
samples from whole batch)
1)Control Bar Test:-The bars connected with the coupler are subjected to tensile forces and from
results young’s modulus, avg. yield strain is determined.
2) Slip Test:- Steel bars connected with coupler are subjected to tension until one of bar from the
connection comes out.(This should not happened, bars should fail first before the joint).
TOP REBAR COUPLER MANIFACTURERS IN
INDIA:-
1. Ishita Enterprises
2. Krindhan infra
3. Samson infra-India
4. Kuber Industries
5. Dextra India pvt. Ltd.
13
REBAR THREADING MACHIN MANUFACTERERS
IN INDIA:-
1. Raghav enterprises - Mumbai
2. Riya Engineering - Mumbai
3. National cutting tool – Ludhiana
4. Sona contructions – Delhi
5. Keshav Rebar – Ahmedabad
6. Lokpal Industries - Delhi
14
COMPEXITY WHICH COMES WITH SPLICES:-(According to
IS 456-2000 cl. No. 26.2.5.1)
15
SIGNIFICANCE:-
16
• Construction practices in the building of concrete structures have focused on
the use of steel reinforcement to transfer tension and shear forces.
• Lap splicing has become the traditional method of connecting the steel
reinforcing bars. Splicing the reinforcement bars by laps or welding have various
imperfections such as low quality welds, inadequate length of laps, failure in
joints, increase in labour cost etc.
• Present study was focused on the use and applicability of reinforcement
couplers, especially threaded ones as an alternative to lap splices.
WORK COMPLETED:-
• Topic finalisation.
• Contents finalisation.
• Journal papers collected.
17
PLANNING FOR SEMINAR WORK:-
• Study types of mechanical rebar coupler and their feasibility.
• Calculation of Cost of Lap Splice.
• Cost Comparisons in Rs.
• Finally a comparison is made between lap splices and mechanical
splices in terms of the strength, economy and feasibility.
• Report writing.
18
REFERENCES:-
• [1] “Reinforcement Couplers As An Alternative To Lap Splices: A Case
Study”Singh R.,Himanshu S. K.,Bhalla N.
• [2] IS 456:2000(Plain And Reinforced Concrete Code Of Practice)
• [3] Reinforcing Bar Couplers handbook of Ancon Building Products
• [4] Mechanical Connections of Reinforcing Bars
reported by ACI Committee 439Michael Baldino, Jr.,Ted M.
Brown,Loris L. Gerber,Donald J. Grant,David P. Gustafson,Edward S.
Hoffman
• [5] ISO 15835-1:2009. Steels for the reinforcement of concrete –
Reinforcement couplers for mechanical splices of bars – Part 1:
Requirements
19
Thanks for your
attention!
20

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Rebar coupler as an alternative of column splices

  • 1. ‘STEP OUT FROM OLD TO THE NEW’ 1 ‘पुराने को छोड़ नये के तरफ’
  • 2. PIMPRI CHINCHWAD COLLEGE OF ENGINEERING A Presentation On “REBAR COUPLER AS AN ALTERNATIVE OF COLUMN SPLICES” Prepared By:-KUNAL RAJENDRA BHADANE Under the Guidance of Prof.KANCHAN D. DHAPEKAR
  • 3. Sr.No. Contents Page No. 1) Probable contents 4 2) Aim and Objective 5 3) Significance 7 4) Work completed 8 5) Planning for seminar work 9 6) References 10 3
  • 4. 4 Sr. No. Probable contents 1) Abstract 2) Introduction 3) Material and Methodology 4) Types of Couplers 5) Case study on couplers 6) Estimation 7) Calculation of Cost of Couplers 8) Comparison 9) Conclusion 10) References
  • 5. AIM AND OBJECTIVE:- •To study rebar coupler as an alternative on conventional column splices 5
  • 6. 6 Conventional Column Splices Mechanical Rebar Coupler
  • 7. INTRODUCTION:- • TYPE OF REBAR COUPLERS:- 7 2.Non-Threaded couplers 1.2Taper- Threaded couplers 1.1Parallel Threaded Coupler 1.1.1Roll Threaded 1.1.2Cold Forged 2.1Bolted coupler 2.2Welded coupler 2.3Grout filled coupler 2.4Steel- Filled coupler 2.5Integrally Forged Coupler 1.Threaded Coupler Mechanical Coupler 2.1.1Solid Type 2.1.2Strap Type 2.1.3Wedge locking coupler
  • 8. 8 Parallel Threaded Coupler Taper-Threaded couplers Rolled Threaded couplers are a type of parallel threaded couplers where threads are formed by pressing the ends of the rebar using a set of rollers and are then connected by a coupler with matching parallel threads. Cold Forged Or Upset Parallel threaded couplers are formed by enlarging the rebar end by 10-30% under hydraulic pressure prior to cutting parallel threads on to the upsized rebar.
  • 9. 9 Solid-type steel coupling sleeve-These coupling sleeves are cylindrical shells with split flanges at one side. Bolts are inserted through holes in the flange Strap-type steel coupling sleeve Grout filled coupler consist of double-tapered frustum shaped steel sleeves with deformations similar to reinforcing bar patterns on the inner wall. A nonshrink, high-strength, proprietary mortar grout is introduced into the coupling sleeve and around the bars using a low-pressure grout pump. A wedge-locking coupling sleeve holds the abutting bar ends in concentric bearing by lateral clamping action when the wedge is driven onto the sleeve. These coupling sleeves are cylindrical, with flattened collar flanges that are formed to provide a tapered opening that extends nearly full length of the shell
  • 10. 10 Welded splice is generally used when the bar having diameter larger than 36mm The steel-filled coupler consists of a cylindrical steel shell with machined interior grooves into which a molten steel filler material is introduced. Loads are transferred across the mechanical connection via the filler material to the coupling sleeve. Integrally forged coupler-In this system, the mechanical connection device is manufactured directly from two reinforcing bars. This is an extension of the integrally forged two-piece coupler. Each reinforcing bar composing the mechanical connection is altered by a manufacturing operation that produces a female or male portion suitable for connecting the two bars
  • 11. 11 • ADVANTAGES OF COUPLERS:-  Elimination of errors which are caused due to providing wrong lap length.  Economical.  Restrictions of provision of lap splices given in IS code 456-2000 cl. no. 26.2.5.1 are eliminated  Saving in material  Inspection of connection is easy  Great quality control  Improved structural integrity.  Elimination of lap-splice calculations.  Reduced rebar congestion(A common complaint of concrete placing crews is that they can’t get the concrete through rebar cages).
  • 12. 12 • TESTS CONDUCTED ON REBAR COUPLERS:-(Carried out on any 3 samples from whole batch) 1)Control Bar Test:-The bars connected with the coupler are subjected to tensile forces and from results young’s modulus, avg. yield strain is determined. 2) Slip Test:- Steel bars connected with coupler are subjected to tension until one of bar from the connection comes out.(This should not happened, bars should fail first before the joint).
  • 13. TOP REBAR COUPLER MANIFACTURERS IN INDIA:- 1. Ishita Enterprises 2. Krindhan infra 3. Samson infra-India 4. Kuber Industries 5. Dextra India pvt. Ltd. 13
  • 14. REBAR THREADING MACHIN MANUFACTERERS IN INDIA:- 1. Raghav enterprises - Mumbai 2. Riya Engineering - Mumbai 3. National cutting tool – Ludhiana 4. Sona contructions – Delhi 5. Keshav Rebar – Ahmedabad 6. Lokpal Industries - Delhi 14
  • 15. COMPEXITY WHICH COMES WITH SPLICES:-(According to IS 456-2000 cl. No. 26.2.5.1) 15
  • 16. SIGNIFICANCE:- 16 • Construction practices in the building of concrete structures have focused on the use of steel reinforcement to transfer tension and shear forces. • Lap splicing has become the traditional method of connecting the steel reinforcing bars. Splicing the reinforcement bars by laps or welding have various imperfections such as low quality welds, inadequate length of laps, failure in joints, increase in labour cost etc. • Present study was focused on the use and applicability of reinforcement couplers, especially threaded ones as an alternative to lap splices.
  • 17. WORK COMPLETED:- • Topic finalisation. • Contents finalisation. • Journal papers collected. 17
  • 18. PLANNING FOR SEMINAR WORK:- • Study types of mechanical rebar coupler and their feasibility. • Calculation of Cost of Lap Splice. • Cost Comparisons in Rs. • Finally a comparison is made between lap splices and mechanical splices in terms of the strength, economy and feasibility. • Report writing. 18
  • 19. REFERENCES:- • [1] “Reinforcement Couplers As An Alternative To Lap Splices: A Case Study”Singh R.,Himanshu S. K.,Bhalla N. • [2] IS 456:2000(Plain And Reinforced Concrete Code Of Practice) • [3] Reinforcing Bar Couplers handbook of Ancon Building Products • [4] Mechanical Connections of Reinforcing Bars reported by ACI Committee 439Michael Baldino, Jr.,Ted M. Brown,Loris L. Gerber,Donald J. Grant,David P. Gustafson,Edward S. Hoffman • [5] ISO 15835-1:2009. Steels for the reinforcement of concrete – Reinforcement couplers for mechanical splices of bars – Part 1: Requirements 19