peikko introduction

Transkript

peikko introduction

BUM2-Lecture1
STEEL PRODUCTS FOR
CONCRETE CONNECTIONS
PEIKKO INTRODUCTION
− Finnish family-owned company
− Pioneer in the fastening
g technology
gy
of concrete structures
− Founded in 1965
Ing.Tomáš Vimmr
www.peikko.cz
Peikko Czech Republic s.r.o.
Saveljevova 18, Praha 4
PEIKKO INTRODUCTION
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• Operates in 30 countries
• 800 employees
• 120 mil EUR annual turnover
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PEIKKO INTRODUCTION
Australia
Austria
Austria
Belarus
Bosnia and Herzegovina
Canada
China
Croatia
Czech Republic
Denmark
Estonia
Finland
France
Germany
Greece
Hungary
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www.peikko.cz
India
It l
Italy
Latvia
Lithuania
Netherlands
Norway
Poland
Russia
Saudi Arabia
Serbia
Slovakia
Sl
Slovenia
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Spain
Sweden
Switzerland
Turkey
UAE
UK
USA
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BUM2-Lecture1
HISTORY 3000 BC
HISTORY 1500-1200 BC
Egyptian weapons made from meteoric
iron (about 3000 B.C.)
Extraction of iron from the ore =beginning
of the Iron Age (Hittites about 1200 BC)
Ni
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HISTORY EARLY IRON AGE
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HISTORY
CHINA 5th CENTURY BC
EUROPE – Hallstatt cca 700-500 BC
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CAST IRON
MOULD
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BUM2-Lecture1
HISTORY
HISTORY
Delhi , 400 AD
19th century
Bessemer process
rust resistant
pillar
- burning impurities
- reducing C content
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MATERIAL ENGINEERING
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IIron – very soft
ft and
d ductile
d til
Steel – alloy of iron and carbon (0,3-2%)
C t iiron ((usually
Cast
ll 2%-4%)
2% 4%)
Stainless steel (low carbon alloy+Ni,Cr, Mo)
• Low carbon content– soft and ductile
• High carbon content – hard and brittle
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www.peikko.cz
STEEL GRADES
W.Nr.
DIN
EN 10027-1
ČSN
1.0116
St 37-3 N
S235J2G3
11 378
Plates,bars
1.0553
St 52-3 U
S355JO
-
Plates,bars
1.0570
St 52-3 N
S355J2G3
11 523
Plates,bars
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BSt 500 S
B500B
10 505
Rebars for
concrete
1.4301
X5CrNi1810
X5CrNi18-10
17240
Stainless
1 4401
1.4401
X5CrNiMo1712
2
X5CrNiMo17-12-2
X5CrNiMo17
12 2
17346
Stainless
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6Cr16
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Imacro M
Misc
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BUM2-Lecture1
MECHANICAL PROPERTIES
STEEL GRADES
OVERVIEW OF PRODUCTS
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www.peikko.cz
COLUMN AND WALL
CONNECTIONS
www.peikko.cz
Column and wall connections
Deltabeam
Fastening plates
Expansion joints
Lifting systems
Balcony joints
Reinforcement products
Other special products
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COLUMN-FOOTING CONNECTION
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BUM2-Lecture1
COLUMN CONNECTIONS
HINGED CONNECTION
COLUMN-BEAM
- PCs corbel
- PC beam shoe
Precast concrete
structures
- stiff connections
- hinges
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STIFF CONNECTION
COLUMN-BEAM
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STIFF CONNECTION
Long bolts HPM
-Bolts HPM
HPM, PPM
-RBC beam shoe
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P
eikkoCzechRepublics.r.o.
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BUM2-Lecture1
COLUMN COLUMN CONNECTION
COLUMN-COLUMN
-Long bolts HPM, PPM
-Column
C l
shoes
h
HPKM,
HPKM PEC
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STIFF CONNECTION
FOOTING COLUMN
FOOTING-COLUMN
WALL WALL CONNECTION
WALL-WALL
-Wall shoes PSK
-Long bolts HPM, PPM
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COLUMN CONNECTIONS
-Short bolts HPM,, PPM
-Column shoes HPKM, PEC
Column
Column
shoe
h
Anchor
bolt
Footing
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www.peikko.cz
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BUM2-Lecture1
Peikko® HPKM + HPM
Peikko® PEC + PPM
Small loads (62 – 383 kN)
Big loads (300 – 937 kN)
Tensile strength NRD [kN]
Tensile strength NRD [kN]
C olumn shoe
Anchor bolt
61,7
PEC 30
PPM 30
299,2
HPM 20
96,3
PEC 36
PPM 36
436,0
HPKM 24
HPM 24
138 7
138,7
PEC 39
PPM 39
520,6
HPKM 30
HPM 30
220,4
PEC 45
PPM 45
696,6
HPKM 39
HPM 39
383,4
PEC 52
PPM 52
937,3
C olumn shoe
Anchor bolt
HPKM 16
HPM 16
HPKM 20
ETA-02/0006
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DIN 1045-01
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PRECAST CONCRETE COLUMN
CAST IN-SITU FOOTING
PPK frame
Joists
Formwork
Installation frame
PPK
Bolt HPM or PPM
Column shoes using special plate
Ready for casting
- Fast installation
- Accuracy
- Frame can be used
repeatedly
Casting boxes
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Finished column
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BUM2-Lecture1
COLUMN ERECTION
FORCES IN THE JOINT
NRd normal force
MRd bending moment
VRd shear force
Level adjustment
Column assembly
Adjustment of vertical
position
Joint casting
www.peikko.cz
BOLT CONNECTION vs POCKET FOUNDATION
ADVANTAGES:
• Less excavations smaller
depth of foundations
• No need to support the
column
ADVANTAGES OF THE SYSTEM
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Reliable solution, mechanical properties guaranteed
Feasible under severe climate and winter conditions
Shorter time for the crane
E
Easy
rectification
ifi
i
It is possible to achieve
• Easy rectification,
vertical positionning
• Joint
J i t capacity
it guaranteed
t d
• Fast assembly
• Truck+crane, nothing
else needed
www.peikko.cz
www.peikko.cz
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Higher quality (accuracy)
Higher reliability (guaranteed load-bearing capacity)
Less soil excavation works
Sh t construction
Shorter
t
ti
period
i d
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8
BUM2-Lecture1
PCs CORBEL
PCs CORBEL
Connection system for
concrete and steel
beams
Hinged connection of beam to the
column. The cantilever is not
visible.
Column part
Corbel steel plate
Big
washer
PC beam shoe
PCs corbel
Bolts,
round washers
Precast concrete
column
www.peikko.cz
www.peikko.cz
PC BEAM SHOE
PCs
CORBEL
Steel element for
concrete beams
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www.peikko.cz
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BUM2-Lecture1
PRODUCT SIZES, CAPACITIES (EC2)
PRODUCT SIZES, CAPACITIES (EC2)
V
PCs corbel
Transmission of :
• shear force V
PC beam shoe
Transmission of:
• PC-L type for low flange
• shear force V
• normal force H
H
• normal force H
• torsion moment T
C orbel type
PC s 2, PC s 2UP
PCs UP corbel
Shear force
Normal force
Torsion moment
V RD [kN]
HRD [kN]
TRD [kNm]
230,0
45,0
7,0
PC s 3,
3 PC s 3UP
385 0
385,0
75 0
75,0
15 0
15,0
PC s 5, PC s 5UP
580,0
115,0
25,0
PC s 7, PC s 7UP
785,0
155,0
50,0
PC s 10, PC s 10UP
1010,0
200,0
75,0
www.peikko.cz
LOADING TESTS– PCs 3
Shoe
h
type
Shear force
Normal force
V RD [kN]
HRD [kN]
PC 3-L, PC 3-H
385,0
75,0
PC 5-L, PC 5-H
580,0
115,0
PC 7-L, PC 7-H
785,0
155,0
PC 10-L, PC 10-H
1010,0
200,0
• PC-H type for high flange
www.peikko.cz
(VRd = 385kN)
STRUCTURAL SCHEME
Shear force VRd
Normal force HRd
HRd = 0,
0,2 x Vrd
Concrete failure
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www.peikko.cz
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BUM2-Lecture1
STRUCTURAL SCHEME
STRUCTURAL SCHEME
Shear force VRd
Normal force HRd
Shear force VRd
Normal force HRd
HRd = 0,
0,2 x Vrd
HRd = 0,
0,2 x Vrd
Md = VRd x e + HRd x a
Md = VRd x e + HRd x a
S = -C = Md/z
S = -C = Md/z
Additional reinforcement
needed
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www.peikko.cz
DELTABEAM
ADVANTAGES OF PC CORBEL SYSTEM
Benefits of PCs corbel
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Reliable solution with guaranteed mechanical properties
Assembly in winter period and difficult climate conditions
4 directions connection at the same level
Very simple casing compared to classical corbel
Faster column production
The corbel is hidden in the beam
Rectification possibilities
p
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www.peikko.cz
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BUM2-Lecture1
DELTABEAM
DELTABEAM PARTS
odvzdušňovací
otvory Ø25
boční otvory
• Hollow steel-concrete composite
p
beam
made from welded steel plates with
holes in the sides
• Completely
p
y filled with concrete after
installation on site to create
vtokové otvory
80x100
• Floor structure with even ceiling
h
horní
í pásnice
á i
• Fire class rating as high as R120
without additional fire protection
stojina
t ji
In combination with different
types of floor structural members
výztuž zvyšující
požární odolnost
dolní pásnice
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STRUCTURAL SCHEMES
•Simply supported beam
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COLUMN DELTABEAM CONNECTION
Hinged connection
•Gerber
•Cantilever
Most economical option:
Deltabeam+holow core slabs
Cutout in frontal plate
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www.peikko.cz
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BUM2-Lecture1
DELTABEAM CONNECTION DETAILS
DELTABEAM PRODUCTION LINE
Steel S355J2G3 (11 503)
• Column connections
• Beam connections
• Gerber
• T-section
www.peikko.cz
ADVANTAGES OF DELTABEAM
www.peikko.cz
Karolinska Institutet,
Institutet Sweden
Floor structure with even ceiling
• Small thickness
• Even ceiling enabling easy horizontal piping
• Easy construction of partitions
• Less space needed to create 1 floor level
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Less material needed for all vertical elements
Easy composite action
High load bearing capacity
Blockouts on beam are possible
Fire resistance 120 min
(without any
(
y additional
protection measures)
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www.peikko.cz
13
BUM2-Lecture1
Karolinska Institutet,
Institutet Sweden
www.peikko.cz
Helsinki Music Centre
Centre, Finland
Airrail Germany
Airrail,
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www.peikko.cz
Saxo Bank,
Bank Denmark
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BUM2-Lecture1
Drake Circus Centre,
Centre UK
Saxo Bank,
Bank Denmark
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Drake Circus Centre,
Centre UK
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DESIGN OF DELTABEAM
Standard range of sections
Flanges are designed separately
in order to optimize the section
• Top flange 6-30 mm
• Web
6, 8 mm
6-15
15 mm
• Bottom flange 6
• Delta preselection
preselection of the section
free download on www.peikko.cz
• Draw a Deltabeam
draw DeltaBeams and import into
AutoCaD drawings
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www.peikko.cz
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BUM2-Lecture1
ASSEMBLY
ECONOMICAL ASPECTS
• Laying the beams (columns, cantilevers…)
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Thickness of floor structure
• Temporary propping (torsion)
• Floor slabs
(symetrically if possible)
• Reinforcement
• Casting the beam with concrete min
C30/37 simultaneously casting joint
between the floor slabs
• Removal of struts
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SAVINGS:
www.peikko.cz
Floor structural thickness:
External walls
…………..
x m3
Cladding
…………..
x m2
Internal walls+elevator shafts and staircases
x m3
Coulumn +head
head
…………..
x m3
HVAC ducts
Partitions
Rendering, plastering, painting
Foundations
Further
--------------------------------------------------------------------------------Total savings
g
x,, CZK
www.peikko.cz
cast in situ …….
Deltabeam ……..
600 mm
265 mm
Savings x m3 of building volume
Reduction of heated,, air conditionned and
ventilated volume
y
= x GJ/year
1 GJ of energy costs around 500,- CZK
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16
BUM2-Lecture1
EKONOMICKÁ HLEDISKA
Floor structural thickness:
•
cast in situ …….
Deltabeam ……..
No props needed- speeding up the construction process
600 mm
265 mm
Savings x m3 of building volume
Reduction of heated,, air conditionned and
ventilated volume
y
= x GJ/year
1 GJ of energy costs around 500,- CZK
www.peikko.cz
www.peikko.cz
www.peikko.cz
GUIDELINES
• Evaluate the price for the whole building
• No small spans
(plate thickness vs price)
• Slabs longer span and Beams shorter span
• Production limits:
• Max.
Max length 15 m (stnd.
(stnd 13
13,5m
5m transport)
• Max. height 600 mm (stnd. 500 mm)
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17
BUM2-Lecture1
www.peikko.cz
www.peikko.cz
www.peikko.cz
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18
BUM2-Lecture1
DELTABEAM
www.peikko.cz
FASTENING PLATES
OTHER PRODUCTS
www.peikko.cz
www.peikko.cz
www.peikko.cz
19
BUM2-Lecture1
THREADED LIFTING SYSTEMS
EXPANSION JOINTS
FLOOR JOINT TJ
www.peikko.cz
www.peikko.cz
BALCONY JOINTS
RAPID COUPLING LIFTING SYSTEMS
KK
RC
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www.peikko.cz
20
BUM2-Lecture1
SLAB HANGER PETRA
COUPLERS
www.peikko.cz
SLAB HANGER PETRA
www.peikko.cz
www.peikko.cz
PUNCHING REINFORCEMENT PSB
www.peikko.cz
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BUM2-Lecture1
PUNCHING REINFORCEMENT
www.peikko.cz
CERTIFICATION, APPROVALS
CERTIFICATION, APPROVALS (2011)
www.peikko.cz
DESIGN SW
• PEIKKO Designer (bolt connections, PSB, export into dwg)
• Deltabeam Preselection
• PCalC 3.1.0.0, software for fastening plate calculation
(Win XP/Vista/7)
• PeikPlat 2.4.2.0, alternate software for fastening plate
calculation (Win XP)
• Peikko-Ties
Peikko Ties 1.1,
1 1 software to design ties for sandwich wall
panels
• DeltaTool for AutoCAD, creates 2D
2D-blocks
blocks of Deltabeams
for AutoCAD drawings (Full AutoCAD only, Win XP/Vista/7)
• Deltabeam Draw, creates 2D-blocks of Deltabeams for
AutoCAD drawings (Win XP)
• The CPD has been replaced in 2011 by the Construction Products Regulation (CPR)
• Key new addition to the CPR is a requirement on sustainability
• Mandatory from 1 July, 2013, for manufacturers to apply CE marking to their products
www.peikko.cz
www.peikko.cz
22
BUM2-Lecture1
DESIGN SW
DESIGN SW
These components help designers to work faster. By using
the components the designer is able to check how Peikko
products fit into the structure.
• Peikko components for 2D AutoCAD,
latest update January 2013
• Peikko components for 3D Tekla Structures,
Structures
latest update February 2014
• Peikko components for 3D Revit,
latest update November 2013
• Peikko components for 3D Nemetschek Allplan
• Deltabeam connection details for AutoCAD
www.peikko.cz
www.peikko.cz
DESIGN SW
Thanks for your attention!
www.peikko.cz
www.peikko.cz
23

peikko introduction

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