PFEIFER FS-System
Our mix for your wall connections: PFEIFER-FS-Box
12/2012
PFEIFERSEIL- UND HEBETECHNIKGMBH
DR.-KARL-LENZ-STRASSE 66D-87700 MEMMINGENPHONE Technical 0 83 31-937-345 support Sales 0 83 31-937-231FAX 0 83 31-937-342E-MAIL [email protected] www.pfeifer.de
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430-year link with rope.PFEIFER Seil- und Hebetechnik GmbH in Memmingen is the headquarters of the PFEIFER Group and can look back on a family tradition of more than 430 years in the manufacture of ropes and cables. All our activities can be traced back to lifting, attaching and securing with cables.Today, Gerhard Pfeifer, of the 12th generation of the family, heads the international group of companies providing top-class performance in the areas of wire rope technology, lifting technology and connecting and lifting systems.
Quality is our business.All our products have always been safety-related. In every case, human lives depend on our products working safely. Quality and extensive application knowledge are therefore the basis for all advice and developments. We want to gain, and retain, the trust of our customers through reliable and innovative products and a reliable service. Which is exactly why both today and in the future we are backing “Made in Germany” where it matters.
We will be pleased to give you advice. Good advice.With constant ongoing development, regular testing and ins-pection of our products, our engineers and technicians are a team of advisors with a comprehensive body of knowledge and innovative strength.To be able to pass on this application knowledge to custo-mers, we have trained a network of consulting engineers with this expert knowledge. Our technology experts can develop reliable, economical and safe suggestions for components and solutions – even for the most difficult applications, e.g. anchors even in limit situations that differ from the general installation manuals.
PFEIFER – helping you make the right connections.
© 2012 Copyright, PFEIFER, 87700 Memmingen / Translation of the original operating instructions / Technical modifications and errors excepted. Status 12/2012.
3© 2012 Copyright, PFEIFER, 87700 Memmingen / Translation of the original operating instructions / Technical modifications and errors excepted. Status 12/2012.
Contents
PFEIFER – quality and safety 2
PFEIFER-FS-Box Benefits 4-6
PFEIFER-FS-Box System 7
PFEIFER-FS-Box Instructions for Installation and Use 8
PFEIFER-FS-Box Dimensioning 9
PFEIFER-FS-Box Installation, Use/Assembly 10
PFEIFER-VS® FDS Joint Pressure Formwork 11
44
Our latest, complete mix for easy in-situ concrete connec-tions: The PFEIFER-FS-Box flexible rope connection.
PFEIFER-FS-Box• Flexible rope connector for double wall connections
and in-situ concrete• Thick and robust wire rope loops, specially for in-situ
concrete anchors• Maximum flexibility and speed• Can be used in various concrete structural elements
and for connecting:• Precast elements and semi-precast elements• Precast elements and in-situ concrete• Semi-precast elements and semi-precast elements• Semi-precast elements and in-situ concrete• In-situ concrete and Semi-precast elements• In-situ concrete and in-situ concrete
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© 2012 Copyright, PFEIFER, 87700 Memmingen / Translation of the original operating instructions / Technical modifications and errors excepted. Status 12/2012.
force
Rd
RdRdRd
RRRRRRRddddddd
55
�• Shear force VRd,II parallel, building authority
regulated
• High transfer of transversal shear forces thanks to interlock
• Robust shear force model with two loops
• Shear force VRd, approved perpendicularly from a wall thickness of 140 mm
• Design resistances available for highly varied concrete strengths and wall thicknesses
• Planned-load pull stress ZRd is possible
• Can be used for wall thickness from 140 mm
• Flexible and user-defined spacing – precisely to requirement
© 2012 Copyright, PFEIFER, 87700 Memmingen / Translation of the original operating instructions / Technical modifications and errors excepted. Status 12/2012.
s
6
Problem solving• Unique solution for the joining of double walls to
precast elements
• No subversive elements in the assembly
Flexible• Loop cannot not distort – loop rebounds immediately
back into the required position
• Any configuration can be achieved
• No need to cut long metal profiles to length any more
Loadable• Design resistances can be
achieved in all directions
Efficient• Practice-orientated carrying capacity
• Timesaving – easy to install
• High carrying capacities
Robust• Robust wire rope loops – perfectly designed for use
with in-situ concrete
• Sturdy metal box
Qualitative• German building authority approval
• Construction site-compatible design
Innovative• Flexible use for double wall connections
• Enables in-situ concrete connections
General
building
regulations
approval DIBT
As easy as pie: the PFEIFER-FS-Box for your double wall connection.
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© 2012 Copyright, PFEIFER, 87700 Memmingen / Translation of the original operating instructions / Technical modifications and errors excepted. Status 12/2012.
forces
Rd
RdRdRd
RRRRRRRddddddd
bd
h
l
B
L
SL
7
PFEIFER-FS-BoxItem-No. 05.400.150
Materials:Box: steel sheet, galvanizedSteel rope: high-strength, galvanizedFerrule: special quality steelCover: tape
The PFEIFER-FS-Box is designed for the connection of concrete structural elements. The wire rope loop grips into the in-situ concrete area to form a straightforward interlocking connection with the transverse bar installed on site, particularly between precast elements and double wall elements.
Advantages: Robust, construction site-compatible metal box, no direction-specific installation required, can be used for highly diverse concrete structural elements, flexible.
General
building
regulations
approval DIBT
Ref.-No. Typeb l h
Dimensions[mm] d L SL B
Colour clip
Weight approx. [kg/piece]
05.400.150 FS-Box 70 320 30 3 250 150 80 neongrün 0,50
Sample order for 4000 PFEIFER-FS-Boxes:4000 PFEIFER-FS-Boxes, Ref.-No. 05.400.150
Reinforcement Systems
FS-Box
© 2012 Copyright, PFEIFER, 87700 Memmingen / Translation of the original operating instructions / Technical modifications and errors excepted. Status 12/2012.
forces
Rd
RdRdRd
RRRRRRRddddddd
The PFEIFER-FS system is designed for connecting precast elements and double walls. The extended loops engage into the double wall. In combina-tion with a centrally inserted reinforcement bar and the subsequent concre-ting on the construction site it is a straightforward process to produce an load bearing connection. Alternatively other in-situ concrete connections can be realized.
= double wall
Wall thickness [mm] Pull stress carrying capacity
ZRd [kN/Box]
Shear force carrying capacity
parallel VRd,II [kN/Box]
Shear force carrying capacity
perpendicular VRd, [kN/Box]C 25/30 C 30/37
140 35 45 9,00 10,00
160 35 45 12,70 14,10180 35 45 16,40 18,20200 35 45 16,63 18,47220 35 45 16,87 18,73
240 35 45 17,10 19,00
System
Use
Dimensioning
FOR PLANNERS · FOR PRECAST PLANTS · FOR USERS
FOR PLANNERS · FOR PRECAST PLANTS · FOR USERS
FOR PLANNERS · FOR PRECAST PLANTS · FOR USERS
Instructions for installation and use
PFEIFER-FS-Box comprising the following individual components:1. Retaining box, galvanized2. Wire rope loops made of thicker and robust galvanized round strand ropes3. End ferrules, steel4. Neon green sealing slideDelivered taped with fabric tape, wire rope loops retracted into retaining box.
Along with the application in double walls shown above it is also possible to connect precast elements to in-situ concreted sections as shown alongside.
= in-situ concrete-/precast element (concreted first)
= in-situ concrete addition
Table 1: Design resistances, PFEIFER-FS-Box
8© 2012 Copyright, PFEIFER, 87700 Memmingen / Translation of the original operating instructions / Technical modifications and errors excepted. Status 12/2012.
Galvanized wire rope loops
Retaining box, galvanized
End ferrules Steel
Neon green sealing slide
≥22
0≥
220
≥12
0≥
120
320
320
320
160 – 220 mm
10 – 40 mm
5 – 30 mm
Notice: All three proofs must always be ascer-
tained for parallel, perpendicular and tensile force.
Notice: Do not exceed the maximum distances between wire rope loops and transverse shackles/lattice girders.
Notice: It also makes sense to use reinforcement shown with purely in-situ concrete addition. See also the valid German general technical approval.
Notice: The approval text “PFEIFER-FS In-Situ Concrete Box, approval number Z-21.8-1981” is an inherent component of these instructions for installation and use and must be attached!
Prerequisites:• Minimum concrete quality C 25/30 in both structural elements
• Maximum aggregate size - 16 mm
• Consistency not less than F4 (acc. to NF EN 206-1:2001-07)
• For predominantly static loads
FOR PLANNERS · FOR PRECAST PLANTS · FOR USERS
ZRd [kN/Box]: Design value of tensile force capacity per FS in-situ concrete box according to Appendix 7, Table 1ZEd, N [kN/Box]: Central acting tensile force (per box)ZEd,VII [kN/Box]: Shear force acting parallel to the jointZEd,V [kN/Box]: Shear force acting perpendicular to the joint
Dimensioning
Proof of tensile forces/interaction
ZRd > ZEd,VII + ZEd,V + ZEd,N
wherein: ZEd,VII = 0,78 · VEd,II
and: ZEd,V = 1,0 · VEd
Proof of perpendicular shear forces
VEd, II
VRd, II
≤ 1 VEd,
VRd,
≤ 1
Reinforcement details
Proof of parallel shear forces
VEd,VII [kN/Box]: Shear force acting parallel to the jointVRd,II [kN/Box]: Design value of shear force carrying capacity
parallel to joint
VEd, [kN/Box]: Shear force acting perpendicular to the jointVRd, [kN/Box]: Design value of shear force carrying capacity
perpendicular to joint
9© 2012 Copyright, PFEIFER, 87700 Memmingen / Translation of the original operating instructions / Technical modifications and errors excepted. Status 12/2012.
In-situ concrete min. C25/30
Q188A mesh
B500A/B, Ø 12 length iron
B500A/B, Ø 10 length iron
B500A/B, Ø 6/150 shackle
Precast/semi-finished element/in-situ concrete min. C25/30
Semi-finished element/element wall min. C25/30
B500A/B Ø 6/150 shackle or lattice girder with similar
cross section in the case of hollow cavity walls
B500
A/B
Ø 6/
150
shac
kle
or la
ttice
gird
er
with
sim
ilar c
ross
sec
tion
in th
e ca
se o
f hol
low
cav
ity w
alls
B500
A/B
Ø 6/
150
shac
kle
90° ± 10°
90° ± 10°
≥140 mm
≥220
≥220
≥120
≥120
320
320
320
≥180 mm
≥100 mm
Fix PFEIFER-FS-Box securely to the formwork.
Fit additional reinforcement according to page 9 and/or appendices 4/5 of the approval.
Pour the concrete carefully and pay attention to the built-in components
Carefully compact the concrete, avoiding direct contact between vibrator and the FS-Box.
Installation
Minimum dimensions:
Connection – double wall Connection – in-situ concrete wall
FOR PLANNERS · FOR PRECAST PLANTS · FOR USERS
Use/assembly FOR PLANNERS · FOR PRECAST PLANTS · FOR USERS
Notice: Ensure correct engaging of the rope loop in the recesses of the retaining case.
Caution: Ensure that the wire rope loops are per-
pendicular to the surface (adjust if necessary). Incorrectly aligned loops reduce the design resist-ances!
Notice: For the simple lateral sealing of joints during concreting we recommend PFEIFER-FDS joint pressure formwork!
Notice: Pour concrete carefully and compact without forcibly moving the loops.
Caution: Do not use force to move the wire rope loop. Do not damage. Moved or coated wire rope loops reduce the design resistances.
Alternative in-situ concrete addition with formwork
10© 2012 Copyright, PFEIFER, 87700 Memmingen / Translation of the original operating instructions / Technical modifications and errors excepted. Status 12/2012.
Hot glue or nail
Innovation• Problem-free joint pressure formwork makes grouting
precast element joints easy• No more “belt and braces” solutions• No need for special reinforcement
Quality• High-quality materials for long-lasting elements
Efficiency• Space-saving storage• Long-lasting• Fast to use• Time-saving• No reworking
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The final touches:The PFEIFER-VS® FDS Joint Pressure Formwork – for quick, perfect joins between double wall elements
11
The PFEIFER-VS® FDS Joint Pressure Formwork makes applying formwork to filling joints as quick as a flash for a perfect seal. Simple to fit and completely waste-free because joint pressure form-work can be reused.The joint pressure formwork guarantees a tight join when casting up to 3.50 m in height. After the joint filling has hardened the air is released from the pressure form-work and it is removed, leaving a clean, recessed, slightly rounded smooth join. This is especially useful for the permanently elastic exterior seal of a building. Wipe the FDS and reuse – quick and economical!
© 2012 Copyright, PFEIFER, 87700 Memmingen / Translation of the original operating instructions / Technical modifications and errors excepted. Status 12/2012.
This document is superseded when a new edition appears at www.pfeifer.de.
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