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8/12/2019 Pfeifer 25476 Pfeifer Procedeu de Armare Ph
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General
building
regulations
approvalDIBT
PFEIFER PH ReinforcementContinuity System
PFEIFER
SEIL- UND HEBETECHNIK
GMBH
DR.-KARL-LENZ-STRASSE 66
87700 MEMMINGEN
TEL. Support +49 (0) 83 31-937-345
Sales +49 (0) 83 31-937-312
FAX +49 (0) 83 31-937-342
E-MAIL [email protected]
INTERNET www.pfeifer.de
Building projects without hindrances
01/2008
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Our products are manufactured by experienced employees atour head office in Memmingen. Modern, electronically-controlledmachines ensure continuously monitored, consistent quality in the
manufacturing and swaging of sockets. Since the founding of ourcompany we have maintained a sophisticated quality assurancesystem that guarantees the safety of our products.The certification awarded to us for quality management inaccordance with DIN EN ISO 9001 is merely the proof of a safetyprinciple that has worked well for decades.
Open road without restricted freedom of movement or incrdue to protruding reinforcement bars
build with the PFEIFER PH Reinforcement Continuity Syste
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General
building
regulations
approvalDIBT
ased risk of accidents
m
Advantages in use
Since the continuity reinforcement can only be screwedin shortly before the concrete is poured, all areas arefreely accessible up to that time, and there is no risk oftripping or injury due to protruding bars
Colour coded system
Simplest possible fastening of the female bar to theformwork with the aid of the supplied nailing plate
No drilling of formwork is required
Thanks to the use of standardised lengths, bars fromthe PH system can be used flexibly - even changes ofdesign at short notice are no problem here
Advantages due to economic success
Flexible planning
Fast implementation of construction Approved special solutions, such as reducers for the
economical reduction of diameters
Fast delivery due to standard range
Advantages due to quality
Industrial pre-manufactured quality connection (withproprietary and external monitoring) eliminates thenecessity for checks on the building site or for sendingsamples for building material tests
No corrosion or contamination due to thread protectionsystem with plastic caps
Thanks to the use of ductile, approved BST 500 Sreinforcing steel, no risk of brittle failure whenbending
Safety due to colour coding
No reduction factor such as with bent back connections
Advantages in planning
General German Technical Approval No. Z-1.5-226
Full strength is maintained within the joint zone
Comprehensive system equipment, such as reducingbolts, welding sockets and positioning connectors
Also permitted for non-predominantly static loading
Maximum load capacity is transmitted 100% safelyand reliably
Load bearing overlapping joint possible (the length ofthe continuity reinforcement need not be known at thetime of ordering)
Concrete interlock after removal of the plastic nailplate
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General
building
regulations
approvalDIBT
General technical approval
100% bar force transmission for tensile and compressiveforces
Safety with regard to building laws due to completeapproved system for static and dynamic loads
Combination of PFEIFER femaleand male bars is ideal for all standardapplications
Practicality
Standard threads commercially-available bolts withM-threads can be screwed in
No necessity to drill the formwork
Colour coding fast identification of diameter just bymeans of the colour
No necessity to use locknuts for securing the
connection
Easy-to-use nailing plate for horizontal fixing push on half a turn fixed!
No bothersome, protruding reinforcement bars
Complete from diameters of 8 to 40 mm
Purchase competitive price
Standard lengths are deliverable immediately
Special versions are possible
Simple ordering procedure
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General
building
regulations
approvalDIBT
PFEIFER straight female bars standard lengths
PFEIFER straight female bars special lengths
Weight calculation for special lengths Outer socket diameter
PFEIFER female bars
Note:Short bars (40 cm) areavailable for welding
Maximum length L up to 600 cmLengths up to 1000 cm are possible at extra cost!Shorter lengths are available as standard, to min. L = 2 L2Length tolerance L 1.0 cm
Material used for thePFEIFER PH reinforcementcontinuity system
BSt 500 S ribbed reinforcing steelaccording to DIN 488, DIN 1045-1, highly ductile, carrying GeneralGerman technical approval
Nominal yield strengthRe= 500 N/mm
2
Nominal tensile strengthRm= 550 N/mm2
Sample order:
PH-MU 12 Ref. no. 05.320.122.057
Sample order:
PH-MU 12, L = 160 cm Ref. no. 05.320.122.160
Wspecial bar =Wstandard bar +(Lspecial bar -Lstandard bar) w/100W in [kg]L in [cm]
Type ds[mm]
wkg/100 cm
Type ds socket[mm]
w is determined from the table below:
Type ds[mm]
Thread L 0,5[cm]
L1[cm]
L2[cm]
LG[mm]
AS[mm2]
adm. F[kN]
Weight[kg]
Ref. no.
PH reinforcementcontinuity system
Female bars
PH-MU 8 8 M 12 35 31 4 15 50 21,9 0,16 05.320.082.035
PH-MU 8 8 M 12 55 51 4 15 50 21,9 0,24 05.320.082.055
PH-MU 10 10 M 14 40 35,5 4,5 17 78 34,1 0,29 05.320.102.040
PH-MU 10 10 M 14 69 64,5 4,5 17 78 34,1 0,46 05.320.102.069
PH-MU 12 12 M 16 57 52 5 20 113 49,2 0,57 05.320.122.057
PH-MU 12 12 M 16 80 75 5 20 113 49,2 0,78 05.320.122.080
PH-MU 12 12 M 16 150 145 5 20 113 49,2 1,40 05.320.122.150
PH-MU 14 14 M 18 66 60,2 5,8 22 154 66,9 0,90 05.320.142.066
PH-MU 14 14 M 18 93 87,2 5,8 22 154 66,9 1,22 05.320.142.093PH-MU 14 14 M 18 150 144,2 5,8 22 154 66,9 1,91 05.320.142.150
PH-MU 16 16 M 20 102 95,5 6,5 24 201 87,4 1,75 05.320.162.102
PH-MU 16 16 M 20 144 137,5 6,5 24 201 87,4 2,42 05.320.162.144
PH-MU 16 16 M 20 200 193,5 6,5 24 201 87,4 3,30 05.320.162.200
PH-MU 20 20 M 24 128 119,5 8,5 32 314 136,6 3,45 05.320.202.128
PH-MU 20 20 M 24 180 171,5 8,5 32 314 136,6 4,73 05.320.202.180
PH-MU 20 20 M 24 300 291,5 8,5 32 314 136,6 7,69 05.320.202.300
PH-MU 25 25 M 30 160 149,7 10,3 40 491 213,4 6,70 05.320.252.160
PH-MU 25 25 M 30 226 215,7 10,3 40 491 213,4 9,24 05.320.252.226
PH-MU 25 25 M 30 360 349,7 10,3 40 491 213,4 14,50 05.320.252.360
PH-MU 28 28 M 36 179 166,6 12,4 42 616 267,7 9,47 05.320.282.179
PH-MU 28 28 M 36 253 240,6 12,4 42 616 267,7 13,05 05.320.282.253
PH-MU 28 28 M 36 360 347,6 12,4 42 616 267,7 18,22 05.320.282.360
PH-MU 32 32 M 42 200 186,3 13,7 52 804 349,7 13,55 05.320.322.200PH-MU 32 32 M 42 290 276,3 13,7 52 804 349,7 19,23 05.320.322.290
PH-MU 40 40 M 52 350 333,0 17,0 70 1257 349,7 36,1 05.320.402.350
PH 8 8 0,40
PH 10 10 0,61
PH 12 12 0,89
PH 14 14 1,21
PH 16 16 1,58
PH 20 20 2,47
PH 25 25 3,85
PH 28 28 4,83
PH 32 32 6,31
PH 40 40 9,86
PH 8 8 16,0
PH 10 10 19,2
PH 12 12 22,3
PH 14 14 25,5
PH 16 16 28,8
PH 20 20 35,3
PH 25 25 44,1
PH 28 28 51,0
PH 32 32 55,8
PH 40 40 70,0
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General
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approvalDIBT
Sample order:
PH-MB 12, a = 20 cm, b = 40.8 cm Ref. no. 05.322.122
Standard bending diameterdBr = 10 ds
Deviations from bending diameteraccording to DIN 1045-1 table 23
Sample order
PH-MW 12, a = 49.5 cm, b = 10 cm Ref. no. 05.322.122
Bending diameter dBr= 4 ds for ds < 20 mm dBr= 7 ds for ds = 20 mm b min. according to DIN 1045-1 table 26
L = straight length
L = a + b x (with x from the tableb = L a + x and a to be freely chosen,a = L b + x but not smaller than a min)
L = straight length
L = a + b x (with x from the tableb = L a + x and b to be freely chosen,a = L b + x but not smaller than b min)
PFEIFER bent female bars
PFEIFER hooked female bars
PFEIFER female bars
Type ds[mm]
Thread dBr 10 ds[cm]
amin.[cm]
Bending value x[cm]
Ref. no.
Type ds[mm]
Thread dBr 4 to 7 ds[cm]
bmin.[cm]
Bending value x[cm]
Ref. no.
PH reinforcementcontinuity system
Female bars
PH-MB 8 8 M 12 8,5 13 2,8 05.322.082
PH-MB 10 10 M 14 11 14 3,6 05.322.102
PH-MB 12 12 M 16 11 16,4 3,8 05.322.122PH-MB 14 14 M 18 13,5 19,3 4,6 05.322.142
PH-MB 16 16 M 20 16,5 22,3 5,5 05.322.162PH-MB 20 20 M 24 20 26,7 6,7 05.322.202
PH-MB 25 25 M 30 24 32,4 8,2 05.322.252PH-MB 28 28 M 36 27 35,8 9,2 05.322.282
PH-MB 32 32 M 42 27/32 32 10,3 05.322.322
PH-MW 8 8 M 12 5 7,3 2,0 05.332.082
PH-MW 10 10 M 14 5 8,5 2,3 05.332.102
PH-MW 12 12 M 16 5 9,7 2,5 05.332.122PH-MW 14 14 M 18 6 11,4 3,0 05.332.142
PH-MW 16 16 M 20 6 12,6 3,2 05.332.162PH-MW 20 20 M 24 13.5 18,8 5,4 05.332.202
PH-MW 25 25 M 30 16.5 23,2 6,6 05.332.252PH-MW 28 28 M 36 20 26,8 7,7 05.332.282
PH-MW 32 32 M 42 24 31,5 9,0 05.332.322
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General
building
regulations
approvalDIBT
PFEIFER straight male bars standard lengths
PFEIFER straight male bars special lengths
PFEIFER bent male bars
Please consider: the bent male bar can no longer be aligned with the bent end after screwing into the concreted-infemale bar. If alignment is necessary, we recommend the use of a right-left threaded connecting bolt in combinationwith two female bars (page 16).
Lengths over 400 cm can beimplemented as a female bar withthreaded connecting b olt!
For the bar diameters 8, 10, 32 and 40 mm, the PFEIFER PH-MU female barin combination with the PFEIFER PH-K threaded connecting bolt is availableas an alternative.
PFEIFER male bars
Sample order:
PH-A 20 Ref. no. 05.321.202.180
Note:Short bars (40 cm) for welding,see page 10!
Sample order: PH-A 20, L = 360 cm Ref. no. 05.321.202.360
Maximum length L up to 400 cmMinimum length L min = 3 L 4Length tolerance L 1.0 cmDelivery time to be agreed upon
Sample order:
PH-AB 20, a = 35 cm, b = 151.7 cm Ref. no. 05.323.202
L = straight length (maximum 4 m)
L = a + b x (with x from the tableb = L a + x and a to be freely chosen,
a = L b + x but not smaller than a min)
Standard-bending diameterdBr= 10 ds
Type ds[mm]
Thread L 0,5[cm]
L1[cm]
L4[cm]
AS[mm2]
adm. F[kN]
Weight[kg]
Ref. no.
Type ds[mm]
Thread dBr= 10 ds[cm]
a min[cm]
Bending value x[cm]
Ref. no.
PH reinforcementcontinuity system
Male bars
PH-A 12 12 M 16 57 55,3 1,7 113 49,2 0,51 05.321.122.057
PH-A 12 12 M 16 80 78,3 1,7 113 49,2 0,71 05.321.122.080PH-A 12 12 M 16 150 148,3 1,7 113 49,2 1,33 05.321.122.150
PH-A 14 14 M 18 66 64 2 154 66,9 0,80 05.321.142.066
PH-A 14 14 M 18 93 91 2 154 66,9 1,12 05.321.142.093PH-A 14 14 M 18 150 148 2 154 66,9 1,81 05.321.142.150
PH-A 16 16 M 20 102 99,7 2,3 201 87,4 1,61 05.321.162.102PH-A 16 16 M 20 144 141,7 2,3 201 87,4 2,27 05.321.162.144
PH-A 16 16 M 20 200 197,7 2,3 201 87,4 3,15 05.321.162.200PH-A 20 20 M 24 128 125 3 314 136,6 3,16 05.321.202.128
PH-A 20 20 M 24 180 177 3 314 136,6 4,44 05.321.202.180PH-A 20 20 M 24 300 297 3 314 136,6 7,40 05.321.202.300
PH-A 25 25 M 30 160 156,2 3,8 491 213,4 6,17 05.321.252.160PH-A 25 25 M 30 226 222,2 3,8 491 213,4 8,71 05.321.252.226
PH-A 25 25 M 30 360 356,2 3,8 491 213,4 13,87 05.321.252.360PH-A 28 28 M 36 179 175 4 616 267,7 8,65 05.321.282.179
PH-A 28 28 M 36 253 249 4 616 267,7 12,23 05.321.282.253
PH-A 28 28 M 36 360 356 4 616 267,7 17,90 05.321.282.360
PH-AB 12 12 M 16 11 16,4 3,8 05.323.122
PH-AB 14 14 M 18 13.5 19,3 4,6 05.323.142
PH-AB 16 16 M 20 16.5 22,3 5,5 05.323.162PH-AB 20 20 M 24 20 26,7 6,7 05.323.202
PH-AB 25 25 M 30 24 32,4 8,2 05.323.252PH-AB 28 28 M 36 27 35,8 9,2 05.323.282
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General
building
regulations
approvalDIBT
PFEIFER male bars
Sample order:
PH-AW 12, a = 49,5 cm, b = 10 cm Ref. no. 05.327.122
Sample order: PH-AM 28
Ref. no. 05.325.282.258
Sample order:
PH-AM 20, L = 360 cm Ref. no. 05.325.202.360
Maximum length L up to 400 cmLength tolerance L 1.0 cm
Male bars with sockets in standard lengths or smaller
are available at short notice. Other special lengths areavailable on request.
L = straight length (maximum 4 m)
L = a + b x (with x from the tableb = L a + x and b to be freely chosen,a = L b + x but not smaller than b min)
Bending diameter dBr= 4 ds for ds < 20 mm dBr= 7 ds for ds = 20 mm b min. according to DIN 1045-1 table 26
PFEIFER hooked male bars
PFEIFER male bars with socket
PFEIFER male bars with socket special lengths
Note: If the length of the bar is critical, please consider that the nailing
plate is 8 mm thick.
Type ds[mm]
Thread dBr= 4 to 7 ds[cm]
bmin[cm]
Bending value x[cm]
Ref. no.
Type ds[mm]
Thread LG[cm]
L2[cm]
L4[cm]
Ref. no.
PH reinforcementcontinuity system
Male bars
PH-AM 12 12 M 16 2,0 5,1 1,7 05.325.122
PH-AM 14 14 M 18 2,2 5,8 2 05.325.142
PH-AM 16 16 M 20 2,4 6,6 2,3 05.325.162PH-AM 20 20 M 24 3,2 8,5 3 05.325.202
PH-AM 25 25 M 30 4,0 10,3 3,8 05.325.252PH-AM 28 28 M 36 4,2 12,4 4 05.325.282
PH-AW 12 12 M 16 5 9,7 2,5 05.327.122
PH-AW 14 14 M 18 6 11,4 3 05.327.142PH-AW 16 16 M 20 6 12,6 3,2 05.327.162
PH-AW 20 20 M 24 13,5 18,8 5,4 05.327.202PH-AW 25 25 M 30 16,5 23.2 6,6 05.327.252
PH-AW 28 28 M 36 20 26,8 7,7 05.327.282
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Sample order:
PH-MU 20 Ref. no. 05.320.202.040
Sample order:
PH-A 20 Ref. no. 05.321.202.040
PFEIFER female and male barsfor welding
PFEIFER female bars for welding
PFEIFER male bars for welding
In many cases it is cheaper to extendshort female or male bars to the targetlength by means of welding on siteor nearby, rather than ordering speciallengths. Delivery times can be consider-ably shor tened in this manner.
To this end, PFEIFER offers short barsof 400 mm in length, which could beheld on stock by the user and weldedtogether at short notice if needed.
The economic benefit is obvious: thefreight costs for the short bars areconsiderably lower than for overlengthready-made bars. On top of that, theextension bar can be procured cheaplyby the welder as tonnage ware. Anydesirable length can hence be procuredat short notice.
Suitable welding methods are resistancebutt welding, arc welding by hand andmetal active gas welding.
The standards DIN 1045-1 (section 12.3and table 24) and DIN EN ISO 17660apply.
Overlapping and butt joints for loadbearing connections are allowed accor-ding to DIN EN ISO 17660.
The permissible strengths of the bars donot change for the PFEIFER reinforce-ment continuity system, either in pre-
dominantly static or in dynamic areasof application (DIN 1045-1, section12.3).
Section 12.3 of DIN 1045-1 governs thebending of welded reinforcing steel.
Butt jointOverlap joint
Type ds[mm]
L[cm]
AS[mm]
adm. F[kN]
Weight[kg]
Ref. no.
Type ds[mm]
L[cm]
AS[mm]
adm. F[kN]
Weight[kg]
Ref. no.
PH reinforcementcontinuity system
Welding bars
PH-MU 12 12 40 113 49,2 0,42 05.320.122.040
PH-MU 14 14 40 154 66,9 0,58 05.320.142.040
PH-MU 16 16 40 201 87,4 0,77 05.320.162.040PH-MU 20 20 40 314 136,6 1,25 05.320.202.040
PH-MU 25 25 40 491 213,4 2,00 05.320.252.040PH-MU 28 28 40 616 267,7 2,69 05.320.282.040
PH-A 12 12 40 113 49,2 0,35 05.321.122.040
PH-A 14 14 40 154 66,9 0,48 05.321.142.040
PH-A 16 16 40 201 87,4 0,63 05.321.162.040
PH-A 20 20 40 314 136,6 0,99 05.321.202.040PH-A 25 25 40 491 213,4 1,54 05.321.252.040
PH-A 28 28 40 616 267,7 1,93 05.321.282.040
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Installation accessories for thePFEIFER PH reinforcement continuitysystem
Nailing plates are supplied with every female bar as standard. Additional quantities of PFEIFER nailing plates can beordered in all sizes and amounts using the above ref. no.
The female bars are delivered complete withnailing plates to aid assembly and to protect theinternal thread. The female bar can hence benailed to the formwork in the precise position.The reinforcing steel must additionally be fixedto the reinforcement by means of wire. ThePFEIFER colour coding is of par ticular impor-tance. This ensures that sizes can be identifiedeasily on the building site, because the malebars are also fitted with corresponding colour-
coded thread protection caps.
We supply the PFEIFER torque wrenchfor final tightening of the male bars tothe correct torque.It has adjustable, self-locking, toothedjaws that grip the reinforcing barssecurely.The torque range can be adjusted to suitall reinforcing bar sizes (torque wrenchrange 30 to 200 Nm).
Ref. no. 05.328.001
Shear load transmission:
The use of the nailing plate creates asmall interlocking recess for subsequentconcreted parts.This can be used to transmit smallershear forces. For the transmission ofvery large shear forces in the lift joint,we recommend that the female bars beinstalled with the aid of large trapezoidalboards.However, these must be installedcoherently in terms of the reinforcement.This means that the interlock which is
formed must lie within the load-bearingreinforcement layer, otherwise only theconcrete cover would transmit force.
PFEIFER nailing plates formwork fixing and thread protection
PFEIFER torque wrench
We recommend the PFEIFER plastic nailing plates (ref. no. 05.200)for fixing the sizes PH-MU 8 and PH-MU 10.The sizes PH-MU 32 and PH-MU 40 should be covered by the smallsealing caps (ref. no. 05.216).
for type Thread Colourcoding
Dimensions in mm Ref. no.b a H h e f w
Tightening torques
for type MT[Nm]
PH reinforcementcontinuity system
Installation accessories
PH 12 M 16 yellow 55 45 18 8 10 39 3 05.203.160
PH 14 M 18 blue 55 45 18 8 10 39 3 05.203.180PH 16 M 20 white 55 45 20 8 12 39 3 05.203.200
PH 20 M 24 grey 80 70 20 8 12 61 3 05.203.240
PH 25 M 30 antique red 80 70 23 8 15 61 3 05.203.300PH 28 M 36 black 80 70 25 8 15 61 3 05.203.360
PH 08 120
PH 10 125
PH 12 130
PH 14 140
PH 16 160
PH 20 180
PH 25 100
PH 28 140
PH 32 180
PH 40 200
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Only PFEIFER reinforcementcontinuity system components mustbe installed together.Combinations with parts made byother manufacturers are dangerous,for example due to variations inthreads and bar diameters and aretherefore not permitted.
Since the nailing plate cannotabsorb any fixing moment, the
reinforcing bar must additionally befixed with wire to the reinforcementso that the socket does not becomedetached from the nailing plateduring concreting.
PFEIFER alternative methods of installation
Installation instructions for thePFEIFER PH reinforcement continuitysystem
Whereas recessed installation is achieved by nailing the nailing plate to theformwork, a flush installation of the female bar is also possible using a normalhexagonal-head bolt.
Nail the nailing plate to the formwork
Push on the female bar and turnit 90
Alternatively: push the nailing plate ontothe female bar and nail them both to theformwork
Install additional reinforcements; fix the
bar to the reinforcement with wire andpour the concrete
Remove formwork and bend over thenails (to avoid injuries)
Unscrew the colour-coded nailing platesPlace a male bar with a cap of the samecolour at the ready
Remove the colour-coded threaded capScrew the male bar into the clean threadof the female bar by hand or using awrench
Apply the specified torque with a torquewrench
Install additional reinforcements; fix with
wire and pour the concrete
1a
2a
2b1b +
3
4
5
6
7
8
1a
2a
2b1b +
3
5
6
7
8
To timber formwork:
Installation with PVCnailing plate
To timber, plastic or steel formwork:
Installationwith bolt
4
PH reinforcementcontinuity system
Installation instructions
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PH-MB
PH-A
PH-MB
PH-MUPH-A
PH-MU
PH-A
PH-U
PH-A
PH-MB
PH-A
PH-A
PH-MU
PH-A
PH-AP
PH-A
PH-MU
Connection of a columnto a foundation usingfemale bars with platesand male bars
Male bars incolumns
Anchoring steelcolumns using
bent female bars
Closing of a recessin a ceiling
using femaleand male bars
Vertical connectionof walls using U-shapedstirrup and male bars
Vertical constructionjoint of walls withfemale-male barconnection
Bent female bars and standardmale bars to form structuralconnection to compositeconcrete slap
construction jointusing female andmale bars
column-beam connectionusing bent female bars andmale bars
Sample applications for thePFEIFER PH reinforcement continuitysystem
PH reinforcementcontinuity system
Sample applications
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General
building
regulations
approvalDIBT
Construction supervision authority approval
100 % bar force transmission for tensile and compressiveforces
Safety with regard to building laws thanks to approvedreducing and connecting solutions
End anchors also for dynamic loads
Practicality
Standard threads commercially-available bolts withM-threads can be screwed in without problem
Simplest way to reduce diameters in the joint area usingPH-RM reducing socket and PH-RB reducing bolt
Connection of non-rotating bars with the right-left
connector Connection to steelwork elements using the welding
socket
No necessity to use locknuts for securing theconnection
Solutions for every area of application
Purchase
Competitive standard parts
Short-notice delivery from stock
No cost-intensive special solutions required
Complete range
Flexibility due to technically matureconnecting and anchoring elements forevery application
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General
building
regulations
approvalDIBT
PFEIFER threaded connecting bolts
Material: strength 8.8, minimum breaking load Fu, minwith a cross-section ASPof thethread according to DIN ISO 898 T1
The two female bars with normal right-hand thread shown in the diagram must beordered separately. Noleft-hand thread is required.
It is sometimes more advantageous touse a special version of a female bar
than a male bar, for example when a barof a special length needs to be manu-factured quickly.
The load-bearing connection is madeusing a high-strength threaded connec-ting bolt. Full force transmission isensured here.The advantage in this case is that nofemale bars with left-hand threads arerequired.
When tightening the second right-handthreaded female bar, the required torquefor the whole assembly is achieved atthe same time.
1 Installation of normal (right-hand
thread) female bar as usual2 The threaded connecting bolt is
screwed into the second femalebar (normal right-hand thread) byhand (need not be tightened)
3 Screw them together into theconcreted-in female bar by handor using a pipe wrench
4 Tighten to the specified torqueusing a torque wrench
5 Install additional reinforcements;fix with wire and pour theconcrete
PFEIFER threaded connecting bolts
Installation instructions for PFEIFER threaded connecting bolts
Caution! Due to a lack of space inthe construction, the free ends ofbent bars often cannot be screwedinto already concreted-in femalebars because they hinder eachother when screwing. The right-leftthreaded connecting bolt must beused in such cases.
Type Thread ASP[mm2]
Fu, min[kN]
L[mm]
Weightkg/100 St.
Ref. no.
1
2
34
5
PH reinforcementcontinuity system
Threaded connecting bolts
PH-K 18 M 12 84,3 67 30 2,18 05.329.082
PH-K 10 M 14 115 92 34 3,48 05.329.102
PH-K 12 M 16 157 125 35 4,31 05.329.122
PH-K 14 M 18 192 154 40 6,03 05.329.142PH-K 16 M 20 245 196 45 8,65 05.329.162
PH-K 20 M 24 353 282 60 16,62 05.329.202PH-K 25 M 30 561 449 75 33,03 05.329.252
PH-K 28 M 36 817 654 80 57,72 05.329.282
PH-K 32 M 42 1121 896 106 96,90 05.329.322PH-K 40 M 52 1758 1406 145 218,30 05.329.402
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5 6
7
1 2 3 4
General
building
regulations
approvalDIBT
PFEIFER right-left threadedconnecting bolt
In the case that several bent bars haveto be installed so close together that freeturning of the bent bars is impossible,PFEIFER supplies the right-left threadedconnecting bolt. The installation of non-rotating bars is hence possible withoutproblems.
Installation instructions for the PFEIFER right-left threaded connecting bolt
PFEIFER right-left threaded connecting bolt
Please note:When using the right-left threaded connectingbolt, one of the female bars to be connectedmust have a left-hand thread. You can order thisfemale bar by adding the suffix Li as in theadjacent ordering example.
Cast in concrete the left-handthreaded female bar first.
Gently turn the locknut on theconnector by hand towards thethickened section.
Screw the right-left threadedconnecting bolt by one turn(no more!) into the left-handthreaded female bar.
Tighten the connector to the speci-
fied torque using a torque wrenchas for a normal male bar
Screw the locknut against thefemale bar
Hold the right-hand threadedfemale bar with a wrench andtighten the locknut to the specifiedtorque using a torque wrench asfor a male bar.
Offer up the connector with the(right-hand threaded) female barto the concreted-in female barand turn the knurled section anti-clockwise by hand. The knurled,thickened section of the connectorshould contact the left-handthreaded female bar (concreted-in)first. If this is not the case, youhave screwed the connector too farin during step 3.
Sample order:
PH-MU 12 Li Ref. no. 05.320.122.057PH-RL 12 Ref. no. 05.330.122PH-MB 12, a = 20 cm, b = 40,8 cm Ref. no. 05.322.122
Material: Strength 8.8Minimum breaking load Fu, minwitha cross-section ASPof the threadaccording to DIN ISO 898 T1
Type ds[mm]
ThreadM
D[mm]
L[mm]
Re[mm]
Li[mm]
a[mm]
E[mm]
SW[mm]
ASP[mm2]
Fu, min[kN]
Weight[kg]
Ref. no.
PH reinforcementcontinuity system
Right-left threadedconnecting bolt
PH-RL 18 8 M 12 16,5 161 24 12 1,0 25 19 84,3 67 0,08 05.330.082
PH-RL 10 10 M 14 18,5 171 30 16 1,5 25 22 115,0 92 0,14 05.330.102
PH-RL 12 12 M 16 20,5 179 35 19 1,5 25 24 157 125 0,14 05.330.122PH-RL 14 14 M 18 24 185 39 21 1,5 25 27 192 159 0,20 05.330.142
PH-RL 16 16 M 20 27 190 42 23 2,0 25 30 245 203 0,27 05.330.162
PH-RL 20 20 M 24 33,5 109 53 31 2,0 25 36 353 293 0,46 05.330.202PH-RL 25 25 M 30 42 131 67 39 2,5 25 46 561 466 0,85 05.330.252
PH-RL 28 28 M 36 48,5 145 74 41 2,5 30 55 817 678 1,32 05.330.282PH-RL 32 32 M 42 50,5 170 90 50 3,0 30 65 1121 896 2,36 05.330.322
8/12/2019 Pfeifer 25476 Pfeifer Procedeu de Armare Ph
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17
L2
L3
M2
M1 D
L1
PH-A
PH-AH
PH-MU
PH-K
1
2a2c
2b
L
M
D
Installation length A
Positioning distance Amin
PH-MU female bar
Mt
Mt
e
PH-A male baror
PH-MU female barwith connecting bolt
Threaded boltPressing ringLocknut
PH-PA positioning socket
1
6
54
2 3
e
General
building
regulations
approvalDIBT
PFEIFER positioning connectorPFEIFER welding socket
The PFEIFER PH-PA positioning socketoffers the user the possibility to connecttogether two PH-MU reinforcing femalebars that are not freely rotating but can
Already installed female bar withright-hand thread. (Caution! positio-ning connector can only be usedwith right-hand threaded female ormale bars!)
Place the positioning socket, with the
bolt screwed in completely, betweenthe two bars to be connected.
Connecting bar moveable to a limitedextent (it must be possible to com-pensate the normal building toleran-ces in the axial and transverse direc-
tions, so that the thread pitches meet).
be shifted axially to a certain extent. Theminimum and maximum distances canbe obtained from the following table.
The positioning connector isscrewed with the threaded bolt intothe concreted-in female bar andtightened to the torque specifiedaccording to the diameter.
The socket section of the positio-
ning connector is screwed outwithin the limits of the approvedtolerances until the male bar isscrewed in completely.
The connection is secured by tighte-ning the locknut to the torquespecified according to the diameter.
PFEIFER positioning connector
Installation instructions for the PFEIFER positioning connector
Installation instructions for the PFEIFER welding socket
PFEIFER welding socket
The welding socket is fixed to thesteel part to be connected by meansof a welded seam to be determinedby the responsible engineer.
The male bar (2a) or female bar withconnecting bolt (2b & 2c) is screwed
completely into the socket andsecured with the required tighteningtorque.
PFEIFER welding sockets are intendedfor areas in which steelwork andreinforced concrete parts are combined.By means of simply welding the PH-AHsocket on, a connection can be madebetween the steelwork and the concretepart. The required thickness of thewelded seam must be verified by theresponsible engineer in accordance withDIN 18800.
Type M1M2
L1[mm]
L2[mm]
L3[mm]
A, min[mm]
A, max[mm]
l[mm]
Weight[kg]
Ref. no.
Type M1 Usable threadlength e[mm]
L[mm]
D[mm]
Socket wallthickness t
[mm]
Weight[kg]
Ref. no.
PH reinforcementcontinuity system
Positioning connectorWelding socket
PH-PA 12 M 16 20 30 120 166 182 20 05.393.122
PH-PA 14 M 18 22 32 128 178 194 22 05.393.142
PH-PA 16 M 20 24 34 136 190 210 24 05.393.162
PH-PA 20 M 24 32 42 188 254 287 32 05.393.202
PH-PA 25 M 30 40 50 222 302 332 40 05.393.252PH-PA 28 M 36 42 52 230 318 354 42 05.393.282PH-PA 32 M 42 52 62 278 382 427 52 05.393.322
PH-PA 40 M 20 70 80 350 482 527 70 05.393.402
PH-AH 12 M 16 20 35 25 5,50 0,09 05.394.122
PH-AH 14 M 18 22 40 27 5,75 0,12 05.394.142
PH-AH 16 M 20 24 40 30 6,25 0,14 05.394.162
PH-AH 20 M 24 32 50 40 9,50 0,35 05.394.202
PH-AH 25 M 30 40 60 50 11,75 0,65 05.394.252PH-AH 28 M 36 42 65 55 11,50 0,78 05.394.282PH-AH 32 M 42 52 75 60 11,25 0,98 05.394.322
PH-AH 40 M 52 70 90 75 14,00 1,81 05.394.402
8/12/2019 Pfeifer 25476 Pfeifer Procedeu de Armare Ph
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8
L2
L1
L
M2
M1 D
L2
L1
L
M2
M1 D
1 2
3
Mt
Mt
1
3
Mt
MtMt
2Mt
General
building
regulations
approvalDIBT
PFEIFER reducing boltPFEIFER reducing socket
The more economical reduction ofreinforcement cross-sections accordingto statical requirements can also beachieved using PFEIFER PH-RM redu-cing sockets. As with the reducing bolts,
The reducing bolts are predominantly used
in combination with PH-MU female bars.
All threads must be screwed in com-pletely. Care must be taken that thecorresponding torques according toapproval are achieved.
PFEIFER PH-RB reducing bolts are nowavailable for the even more economicalreduction of reinforcement cross-sec-tions according to statical requirements.The reduction of diameters, which forexample in the case of continuouscolumns often occurs in the upper floors
where the load is lower, can hence beimplemented without overlapping joints.As a result of the elimination of theoverlapping joints it is easier to work inthese areas due to the sparser reinforce-ment, and the geometrical reinforcementcontent can be reduced in this area.
the reinforcement can be implemented inparticular for small columns cross-sec-tions very cheaply and in an assembly-friendly manner due to the space-savingimplementation of the joint.
Concreted-in female bar with largerdiameter.
The larger thread of the reducingbolt is screwed into the concreted-in female bar and secured with therequired tightening torque.
The female bar with the smallerdiameter is screwed onto theremaining threaded bolt until theentire thread is screwed in. Thebar must be tightened to thecorresponding torque in this case
also.
The reducing socket is screwedonto one of the male bars andsecured with the correspondingtorque.
Then the second male bar with adifferent diameter is screwed com-pletely into the other thread of thesocket and tightened to the torquespecified according to the diameter.
As an alternative to male bars,female bars with threaded connec-ting bolts can also be used in this
type of connection!
PFEIFER reducing bolt
PFEIFER reducing socket
Installation instructions for PFEIFER PH reducing bolts/sockets
Type M1 M2 L1[mm] L2[mm] L [mm] D [mm] Weight [kg] Ref. no.
Type M1 M2 L1[mm] L2[mm] L [mm] D [mm] Weight [kg] Ref. no.
PH reinforcementcontinuity system
Reducing boltReducing socket
PH-RB 12/10 M 16 M 14 19 16 60 20,5 0,11 05.390.12.10
PH-RB 14/12 M 18 M 16 21 19 65 24,0 0,15 05.390.14.12
PH-RB 16/14 M 20 M 18 23 21 69 27,0 0,19 05.390.16.14PH-RB 20/16 M 24 M 20 31 23 79 33,5 0,31 05.390.20.16
PH-RB 25/20 M 30 M 24 39 31 95 42,0 0,55 05.390.25.20PH-RB 28/25 M 36 M 30 41 39 110 48,5 0,90 05.390.28.25
PH-RB 32/28 M 42 M 36 50 41 121 50,5 1,21 05.390.32.28
PH-RB 40/32 M 52 M 42 70 50 160 70,5 2,70 05.390.40.32PH-RB 16/12 M 20 M 16 23 19 67 27,0 0,19 05.390.16.12
PH-RB 28/20 M 36 M 24 41 31 102 48,5 0,81 05.390.28.20PH-RB 32/25 M 42 M 30 50 39 119 50,5 1,11 05.390.32.25
PH-RM 12/10 M 16 M 14 20 17 50 22 0,09 05.391.12.10
PH-RM 14/12 M 18 M 16 22 20 55 25 0,12 05.391.14.12
PH-RM 16/14 M 20 M 18 24 22 60 30 0,21 05.391.16.14
PH-RM 20/16 M 24 M 20 32 24 75 35 0,36 05.391.20.16PH-RM 25/20 M 30 M 24 40 32 90 45 0,75 05.391.25.20
PH-RM 28/25 M 36 M 30 42 40 105 50 0,98 05.391.28.25PH-RM 32/28 M 42 M 36 52 42 115 55 1,16 05.391.32.28
PH-RM 16/12 M 20 M 16 24 20 60 30 0,22 05.391.16.12PH-RM 28/20 M 36 M 24 42 32 95 50 0,95 05.391.28.20
PH-RM 32/25 M 42 M 30 52 40 115 55 1,26 05.391.32.25
8/12/2019 Pfeifer 25476 Pfeifer Procedeu de Armare Ph
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19
M
ds
D
e
MD
t
PH
-EP
a
for tensile loads
ds
ds Extra
Tensile
force
c
Quantityn
(seetable321)
Stirrupreinforcement
Bst500S c
b
a
for compressive loads
cs
ds Extra
Compressive
force
c
Quantityn
(seetable321)
Stirrupreinforcement
Bst500S c
b
R RA A
1,5
A
A
Anchoringnotoffset
Anchoringoffset
General
building
regulations
approvalDIBT
sary. Here too, the advantage lies in theeconomical reduction of reinforcementdiameters without overlapping joints.
Unlike reducing sockets and bolts,the tightening torque of the bar beingscrewed in must be taken into account
Unlike the reducing sockets or bolts,when the PH-MUR reducing female baris used, the female bar is already fittedwith a socket that has a smaller dia-meter thread. Hence a smaller male barcan be screwed in directly and the useof an additional element is not neces-
when connecting the female and malebar together. All threads must bescrewed in completely.
Any splitting forces which occur areabsorbed by the reinforcement specifiedin the approval or in the following table.
The end anchoring plate is simplyscrewed onto the PFEIFER PH male barwith the torque specified in the approvaland is then ready to be used imme-
The PFEIFER PH-EP end anchoring plateallows users also to implement dynamicloads in accordance with DIN 1045-1,section 10.6. To this end the plannermust determine the anchoring in accor-dance with the above-mentioned sectionof the standard.
diately. Use with PFEIFER female bars isnot intended in the given sizes.
These should be enquired about separa-tely in relation to the project.
After the end anchoring plate has beenscrewed to the PFEIFER PH-A male barin accordance with the approval, thebar can be installed together with theplate. Fundamentally, verification mustbe provided by the planner according to
DIN 1045-1 section 10.6. The reinforce-ment shown in the illustration on the leftis merely a reinforcement that absorbssplitting forces from the end anchoring.A distinction must be made here betweencompressive and tensile forces.
Likewise, the specified minimum dis-tance to the edge and the intermediatedistances according to the drawing andthe table must be complied with.
PFEIFER reducing female bar
PFFEIFER end anchoring plate
Installation instructions for the PFEIFER end anchoring plate
Note: PH-MUR reducing female bars are manufactured to length in relation to the project and are not stock items.The installation instructions for normal PH female bars can be applied analogously here.
Type M Usablethread length
[mm]
Ds[mm]
D [mm] Ref. no.
Type BSt-[mm]
Thread e[m]
D[mm]
t[mm]
A[mm]
L[mm]
Qtyn
ds, Extra a[mm]
b[mm]
c[mm]
Ref. no.
PH reinforcementcontinuity system
Reducing female barEnd anchoring plate
PFEIFER reducing female barPFEIFER end anchoring plate
PH-MUR 12/10 M 14 17 12 22,3 05.392.12.10
PH-MUR 14/12 M 16 20 14 25,5 05.392.14.12
PH-MUR 16/14 M 18 22 16 28,8 05.392.16.14PH-MUR 20/16 M 20 24 20 35,3 05.392.20.16
PH-MUR 25/20 M 24 32 25 44,1 05.392.25.20PH-MUR 28/25 M 30 40 28 51,0 05.392.28.25
PH-MUR 32/28 M 36 42 32 55,8 05.392.32.28PH-MUR 40/32 M 42 52 40 70,0 05.392.40.32
PH-EP 12 12 M 16 16 45 19 85 65 3 6 60 20 28 05.395.122
PH-EP 14 14 M 18 18 55 21 85 65 3 6 60 20 28 05.395.142
PH-EP 16 16 M 20 20 60 23 100 70 3 6 70 20 30 05.395.162
PH-EP 20 20 M 24 24 75 27 130 85 4 6 100 20 32 05.395.202
PH-EP 25 25 M 30 30 95 33 145 95 4 6 120 15 41 05.395.252
PH-EP 28 28 M 36 36 105 39 170 105 3 6 140 10 41 05.395.282
8/12/2019 Pfeifer 25476 Pfeifer Procedeu de Armare Ph
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0
PH-MB
PH-A
PH-AH
PH-MU
PH-RB
PH-DM
PH-KPH-K
PH-MU
PH-DM
PH-DM
PH-MU
PH-K
PH-RL
PH-MU-Li
PH-MB
PH-RL
PH-MW
PH-MU-Li
PH-MU-Li
PH-MU-Li
PH-RL
PH-DM
PH-U-Li
PH-MU
PH-RL
Connection of transversewalls using U-shaped stirrup,female bars and right-leftthreaded connectors
Connection of a concrete parapetusing bent female bars, right-leftthreaded connectors and femalebars with left-hand threads
Storey-height columnreinforcement with reduction
of diameter using femalebars, threaded connecting
bolts, reducing bolts anddouble female bars.
Connection of a bridge beam usingfemale bars with left-hand threads,right-left threaded connectors andhooked female bars
Implementation ofreinforcement usingdouble female bars,
right-left threadedconnectors and female
bars with left-handthreads
Sample applications for thePFEIFER PH reinforcement continuitysystem
Connection of steelworkelements using weldingsockets and male bars
PH reinforcementcontinuity system
Sample applications
8/12/2019 Pfeifer 25476 Pfeifer Procedeu de Armare Ph
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21
or
8/12/2019 Pfeifer 25476 Pfeifer Procedeu de Armare Ph
22/24
2
PH
-EP
PH reinforcement continuitysystem types
PFEIFERPH-MUfemale bar
PFEIFER PH-MB bentfemale bar
PFEIFER PH-MW hookedfemale bar
PFEIFER PH-DMdouble female bar
PFEIFER PH-Udouble femalebar as U-shapedstirrup (upon
PFEIFER PH-K threaded connectingbolt
PFEIFER PH-AB bent malebar
PFEIFER PH-AW hookedmale bar
PFEIFER PH-AP femalebar with weldedanchor plate
PFEIFER PH-RL right-left threadedconnector
PFEIFER PH-A malebar
PFEIFER PH-AMmale bar withsocket
PFEIFER PH-PA positioning connector PFEIFER PH-RB reducing bolt
PFEIFER PH-RM reducing socket PFEIFER PH-MUR reducing female bar PFEIFER PH-AH welding socket PFEIFER PH-EP end anchoring plate
8/12/2019 Pfeifer 25476 Pfeifer Procedeu de Armare Ph
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23
Enquiry Order please mark as applicable
PFEIFER SEIL- UND HEBETECHNIK GMBH Business area BUILDING TECHNOLOGY Postfach 1754 D-87687 Memmingen
Fax +49 (0) 8331-937-342
Delivery address(state only if
different fromthe ordering
address)
Date and signature
PFEIFER PH Reinforcement Continuity System
ORDER/ENQUIRY from
Building project
Street
Postcode/Town
Contact person
Tel.
Fax
Company
Item Qty TypeSize
Description Ref. no. Load capacitykN
Ref. no. Unit pricein EUR
Total pricein EUR
This order is based on the General Terms of Sales and Delivery of the PFEIFER company,of which you are aware.
Total amount in plus packing and shipping costs
8/12/2019 Pfeifer 25476 Pfeifer Procedeu de Armare Ph
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