HALFEN REINFORCEMENT TECHNOLOGY

HALFEN REINFORCEMENT TECHNOLOGY
CONCRETE
ANCHORING TECHNOLOGY
REINFORCEMENT TECHNOLOGY
TRANSPORT ANCHORAGE SYSTEMS
HALFEN CAST IN CHANNELS
HALFEN SCREW CONNECTIONS HBS
FRIMEDA TRANSPORT ANCHOR SYSTEM
CONCRETE
CONCRETE
CONCRETE
HALFEN HTU CAST IN CHANNELS
SCREW CONNECTIONS WD 90
DEHA TRANSPORT ANCHOR SYSTEM
CONCRETE
CONCRETE
CONCRETE
HALFEN BRICK TIE CHANNELS
DEMU SCREW CONNECTION
DEHA SOCKET ANCHOR SYSTEM
CONCRETE
CONCRETE
CONCRETE
HALFEN BALUSTRADE FIXINGS
HALFEN REBEND CONNECTION HBT
DEHA LIFTING LOOPS
CONCRETE
CONCRETE
CONCRETE
DEMU SOCKETS/INSERTS
REINFORCEMENT COUPLERS MBT
DEHA LIFTING DEVICES
CONCRETE
CONCRETE
CONCRETE
HALFEN SHEAR BOLT ANCHORS
HALFEN SHEAR REINFORCEMENT HDB
CONCRETE
CONCRETE
HALFEN CORNER GUARDS
DEHA STUDRAIL
HALFEN FRAMING CHANNELS AND ACCESSORIES
CONCRETE
CONCRETE
FRAMING
HALFEN BALCONY CONNECTIONS HIT
HALFEN FRAMING CONSTRUCTIONS
CONCRETE
FRAMING
CRET SHEAR LOAD CONNECTOR
HALFEN POWERCLICK
CONCRETE
FRAMING
BRICKWORK SUPPORT SYSTEMS
FRAMING SYSTEMS
DEHA REINFORCEMENT SPACERS
CONCRETE
HALFEN BRICKWORK SUPPORT
CONCRETE FACADE
CURTAIN WALL
HALFEN BRICK TIES
HALFEN PRECAST PANEL ANCHORS
HALFEN CURTAIN WALL-SYSTEM
FACADE
FACADE
FACADE
FACADE
STONE SUPPORT SYSTEMS
DEHA SLEEVE SANDWICH PANEL ANCHORS
TENSION ROD SYSTEMS
FACADE
LUTZ STONE SUPPORT SYSTEMS
HALFEN WIRE SANDWICH PANEL ANCHORS
DETAN TENSION ROD SYSTEM
FACADE
FACADE
FACADE
CONCRETE,FACADE, FRAMING -in
these three segments we offer a wide
product range. Quality and technical
competence of a well-known brand
stand behind each product.
HALFEN, DEHA, DEMU, LUTZ and
FRIMEDA, these are the brands of
the sales organisations of the HALFEN
GROUP offering the suitable system
for every fixing requirement. An
application orientated solution of
high technical standard as well as
highest quality and safety level.
HALFEN - DEHA REINFORCEMENT TECHNOLOGY
Contents
HALFEN REBEND CONNECTIONS
Page:
HALFEN Rebend Connection HBT
4 - 11
System description
4
Application examples
5
Single bar connections
6-7
Precast element connection, Type HBT 80
Double bar connection
8
9 - 11
HALFEN SCREW CONNECTIONS
DOPPELMUFFENSTÄBE, KOMBISTÄBE, ADAPTER
HALFEN Screw Connections HBS
System description
Page:
12 - 23
12 - 13
Socket bars
14
Connection bars
15
Bent bars, adapter fittings, combi-bars, anchor bars
16 - 23
Application examples, installation
22 - 23
HALFEN Screw Connections WD90
24 - 27
System description
Product range (Coupler bars, connector bars)
24
25 - 26
Application examples
27
HALFEN SHEAR REINFORCEMENT
Page:
HALFEN Shear Reinforcement HDB
System description
28 - 34
28 - 29
Type selection, standard elements
30
Installation
31 - 32
Arrangement of the shear reinforcement, calculation software
33 - 34
HALFEN BALCONY CONNECTIONS
Page:
HALFEN Balcony Connections HIT
CONTACT / ADDRESSES
35 - 38
System description
35 - 36
Application
37 - 38
39
3
HALFEN REBEND CONNECTION HBT
System description
Halfen HBT is a reinforcement continuity system designed to provide simple and
economic connections in concrete structures. The system consists of pre-bent reinforcement bars housed in a pre-galvanised steel casing and cover.
HBT rebend connections are the result of many years of development, taking
building site requirements into account:
ù
ù
Steel casing - profile with profiled back providing a key with the adjacent
concrete and resistance to shear loads.
ù
The casing has short side returns to keep the steel well back and provide
concrete cover (see “c” in drawing below).
ù Sufficiant space to give easy access for rebending tools.
U - shaped cover made from pre-galvanised steel sheet with
ù special flanges and preformed hole to facilitate the removal
of the covering from HBT casing profile.
ù
Casing can easily be nailed to the formwork.
HALFEN Rebend connection HBT meets the requirements in the DBV-code
ù of practice “Rebending” (2003), and in DIN 1045-1.
Building authority approval is not necessary for the HBT-System.
Technical specifications:
• Material of starter bars
a) BSt 500 acc. to DIN 488
(characteristic yield strength fyk = 500 N/mm²)
b) BSt 500 NR, stainless steel grade A4 available on request
•
Bar-diameters 8 - 10 - 12 mm
•
Bending roll diameter at the rebending point: dBR = 6 x ds
•
7 different profiles to suit wall thicknesses from 8 to 23 cm.
(Special versions are available on request for thicker walls).
•
Casings available for single or double bars 14 different bar shapes in the range.
Standard length 1250 mm
*) The necessary concrete covering “c” must be observed for all steel parts remaining in the construction
joint areas.
Rebend starter bar
dia. 8 - 10- 12 mm
Flat casing profile
t
an
rt
o
p
Im
*
c
HBT Strip - special version with polystyrene strip:
the perfect connection for precast concrete elements
Prefabricated construction needs special requirements concerning dimensional
stability and accurate building execution. The HBT - Strip offers optimum preconditions:
HBT - Strip
• non-swaying location of interior bars
• precise keeping of required lap and anchoring lengths
• especially suitable for loop connections and corbel connections
• easy removal of the strip after removal of shuttering
• no hindrances at rebending
HBT 120 - 12/20
• available on request for types 6, 7, 8, 9 of HBT double bar rebend connectors
4
The polystyrene strip has to be removed after rebending the connecting rebars.
Order example: HBT - 120 - 10/15 -Type 5 - 1250
HALFEN REBEND CONNECTION HBT
Application Examples
Fig.
1
Corbel to be cast
on a concrete wall e.g. with
HBT 220 - Type 7
Fig.
2
Vertical section
Fig.
4
Connection of a thick
concrete wall with
two casings code HBT 55
- Type 2
Connecting floor slabs or
landings to a concrete wall
with two casings HBT 85,
e.g. HBT 85 - Type 2
Fig.
3
Staircase and
landing connection
to a concrete wall
Vertical section
Fig.
5
Connection of concrete wall
with single casing, example
code HBT 150 - Type 5
Fig. Wall connec6 tion to
concrete floor,
e.g. HBT 190
- Type 5
Vertical section
Horizontal section
Fig.
7
Bridge parapet connection
to structure with HBT 220 - Type 6
Horizontal section
Fig.
8
End-to-end connection of concrete
walls or floors, example code
HBT 190 - Type 33
Fig. Connections of walls
9 to reinforced concrete
column, example code
HBT 55 - Type 1
Horizontal section
Vertical section
Fig.
10
Connection of precast
parapet slab to balcony,
e.g. HBT 120 - Type 5
Vertical section
Horizontal or vertical section
Fig.
11
Wall corner detail
with single or double
connection, e.g. HBT 55
- Type 4
Fig.
12
End-to-end connection between
two precast concrete walls
using HBT 80 - Type 6
Horizontal section
Horizontal section
5
HALFEN REBEND CONNECTION HBT
Single Bar
Standard bar Type
1 1
Type
System arrangement:
Bending roll diameter at
rebending point dBR = 6 x ds
(complies with regulations)
H2
Standard casing
L = 1250 mm
Pour 1
a
Number of bars End distance a
15 cm
8
10 cm
20 cm
6
12,5 cm
25 cm
5
12,5 cm
10 cm
Pour 2
D1
Stainless steel BSt 500 NR
available on request
Casing length L Bar distance s
lu
h
B
Material:
Reinforcing steel BSt 500 S
(Yield strength 500 N/mm²,
tensile strength 550 N/mm²)
D2
ds
H1
a
s
L
on request
Bar shapes
Standard version:
Special versions:
Type 1
Type 2
h
b
y
Type 3
h
Type 4
h
b
h
Type selection
Installation dimensions
[mm]
58
D2
21
HBT 55
H2
h
D1
21
H2
h
D1
6
86
D2
HBT 85
Bar - dia. / bar spacing
ds / s
Order
No.
[mm/cm]
0054.
HBT 55 - 8/ 15
010 - 00001
- 8/ 20
010 - 00002
- 8/ 25
010 - 00003
HBT 55 - 10/ 15
010 - 00004
- 10/ 20
010 - 00005
Connecting reinforcem.
Dimensions
lü
[mm]
hÀ
[mm]
y
[mm]
For
element
thickness
D1À
[cm]
D2
[cm]
Casing dimensions Weight
Width Height Height
w. cover
B
H1
[mm] [mm]
H2
[mm]
Á
[kg]
2,4
290
75
³ 20
170
360
24
³8
58
1,8
12
95
2,0
3,7
30
3,0
- 10/ 25
010 - 00006
2,6
HBT 85 - 10/ 15
020 - 00001
4,0
- 10/ 20
020 - 00002
- 10/ 25
020 - 00003
HBT 85 - 12/ 15
020 - 00004
- 12/ 20
020 - 00005
- 12/ 25
020 - 00006
95
360
170
430
30
³ 20
110
³9
86
3,2
2,9
12
5,8
36
À h = 170 mm designed for wall thickness D1 ³ 20 cm; other dimensions “h” available on request
Á Weight including standard bars type 1, casing and cover
4,6
4,0
HALFEN REBEND CONNECTION HBT
Single Bar
HBT
Standard version
h
y
Type 1
lu
HBT
h
lü
D2
Also available in
pairs to suit wall
thickness D2
HBT
Order example:
. . . pc(s) HBT 85 - 12/15, Casing length = 1250 mm
Special version (Perpendicular bob)
Type 2
h
b
HBT
b
lu
h
lü
HBT
Order example:
. . . pc(s) HBT 85 - 12/15, Type 2, lü = ... mm, h = ... mm, b = ... mm, Casing length = 1250 mm
Special version
h
Type 3
lu
HBT
h
lü
HBT
Order example:
. . . pc(s) HBT 55 - 8/15, Type 3, lü = ...mm, h = ... mm, Casing length = 1250 mm
Special version (double connection)
h
b
lu
Type 4
b
HBT
Order example:
lü
h
. . . pc(s) HBT 85 - 10/15, Type 4,
lü = ... mm, h = ... mm, b = ... mm, Casing length = 1250 mm
HBT
bar-dia/
-spacing
ds/s
[mm/cm]
8/15
8/20
8/25
55
10/15
10/20
10/25
10/15
10/20
10/25
85
12/15
12/20
12/25
8/15
8/20
8/25
55
10/15
10/20
10/25
10/15
10/20
10/25
85
12/15
12/20
12/25
8/15
8/20
8/25
55
10/15
10/20
10/25
10/15
10/20
10/25
85
12/15
12/20
12/25
8/15
8/20
8/25
55
10/15
10/20
10/25
10/15
10/20
10/25
85
12/15
12/20
12/25
lü
[mm]
h
y
À
[mm]
[mm]
b
[mm] [mm] Á
75
290
95
360
170
360
95
430
110
290
360
360
dep. on
requirements;
up to
h£
1000
dep. on
requirements;
up to
b£
500
430
290
360
360
dep. on
requirements;
uo tp
h£
1000
430
290
360
360
430
lü max.
(Special
fabric.)
dep. on
requirements;
up to
h£
1000
dep. on
requirements
190
£b£
500
lü max. depends on casing, bar-diameter, bar-spacing and bar type. Please contact us for further information.
Bar types,
Dimensions:
dep. on
requirements
240
£b£
500
À Dimension "h" as special version available in any length ³ 100 mm.
Á lü max. for standard casing length L = 1250 mm and for shorter casing lengths on request.
7
HALFEN REBEND CONNECTION HBT
Precast element connection Type HBT 80, double bar
System arrangement:
Type
Standard bar Type
6 6
b
lu
h
h
H1
lu
D
HBT 80
B
b
ds
Special bar types
5, 7, 8, 9
on request
H2
a
Bar distance s Number of bars End distance a
15 cm
20 cm
Standard casing
L = 1250 mm
10 cm
8
6
5
25 cm
10 cm
12,5 cm
12,5 cm
a
s
L
h
Casing length L
on request
Standard Type selection
Order
No.
Bar - dia. / bar distance
Installation dimensions
ds / s
Precast element connection
[mm]
[mm/cm]
HBT 80 - 8/ 15
030-00001
- 8/ 20
030-00002
- 8/ 25
030-00003
HBT 80 - 10/ 15
030-00004
- 10/ 20
030-00005
- 10/ 25
030-00006
50
18
D
86
b
18
HBT 80
24
0054.
Connecting reinforcem. For
elem.
Dimensions
thickn.
hÀ
[mm]
b
[mm]
lü Ã
[mm]
330
58
83
DÂ
[cm]
DisCasing dimensions Weight
tance width height height
w. cover
K
[cm]
B
H1
[mm] [mm]
H2
[mm]
Á
[kg]
3,6
3,0
³ 12
400
60
12-16
86
12
24
2,6
5,6
4,5
83
3,9
h
À
Á
Â
Other dimensions h [mm] on request
Weight including reinforcement, casing and cover.
When D = 12 cm concrete cover to casing = 1,7 cm.
à Other dimensions lü:
max. lü 140 mm with s = 15 cm
max. lü 190 mm with s = 20 cm
max. lü 240 mm with s = 25 cm
Example for joint design of precast wall panels
lü=83mm Ã
K
H2
d F d H2
HBT-Strip keeps the reinforcement in position,
easy to remove after
rebending.
Available on request.
Longitudinal reinforcement
placed on site
D
F = joint width
d = depth of recess
(timber batter)
h
lü=83mm Ã
h
8
HALFEN REBEND CONNECTION HBT
Double bar
Type
Standard bar Type
55
System arrangement:
Bending roll diameter at
rebending point dBR = 6 x ds
H2
B
b
Material:
Reinforcing steel Bst 500 S
(Yield strength 500 N/mm²,
tensile strength 550 N/mm²)
Pour 2
D1
Stainless steel Bst 500 NR
available on request
Casing length L
lü
h
Pour 1
a
Bar distance s Number of bars End distance a
Standard casing
L = 1250 mm
15 cm
8
10 cm
20 cm
6
12,5 cm
25 cm
5
12,5 cm
10 cm
D2
ds
H1
a
s
L
on request
Bar shapes
Standard version:
Special versions:
Type 5
b
h
Type 6
Bar dimensions:
b1 b
Type 33
Types 5 to 9 see page 11,
Types 1 to 3 see page 7
h
b
b
Type 8
Type 7
(= 2 * Type 3)
h
h
b
Type 23
b1 b
(= Types 2 and 3)
h
b
Type 9
h
h
y
Type 22
Type 11
(= 2 * Typ 2)
(= 2 * Type 1)
h
h
y
9
HALFEN REBEND CONNECTION HBT
Double bar
Standard Type selection (Bars Type 5)
Dimensions
Bar - dia. /
bar distance
ds / s
Order
No.
[mm]
[mm/cm]
0054.
Casing Connecting reinforcem.
Dimensions for
length
standard versions
lü
h
b
L
[mm]
[mm] [mm] [mm]
For
Casing dimensions
Weight
element width height height
thickness
w. casing
B
H1
Á
D1À D2
H2
[cm] [cm] [mm] [mm]
[mm]
[kg]
4,5
HBT 120 - 8/ 15 040-00001
21
HBT 120
- 8/ 20 040-00002
24
88
290
6,9
80
b
122
D2
HBT 120 - 10/ 15 040-00004
h
- 10/ 20 040-00005 1250
360
170
90
³ 20 13-18
122
12
30
21
H2
D1
9,9
390
- 12/ 20 040-00008
430
- 12/ 25 040-00009
430
36
92
21
- 8/ 20 050-00002
6,7
290
116
24
108
b
150
D2
HBT 150 - 10/ 15 050-00004
- 10/ 20 050-00005 1250
7,2
360
170
118
³ 20 16-21 150
12
30
- 10/ 25 050-00006
21
D1
- 12/ 20 050-00008
HBT 190
36
120
430
7,0
5,3
152
290
24
144
186
D2
b
- 10/ 20 060-00005 1250
7,6
360
170
154
³ 20 19-24 186
12
30
- 10/ 25 060-00006
21
21
HBT 220
36
156
430
7,5
5,8
188
290
24
180
222
D2
b
- 10/ 20 070-00005 1250
8,3
360
170
190
³ 20 23-28 222
12
30
- 10/ 25 070-00006
21
- 12/ 20 070-00008
6,8
6,1
HBT 220 - 12/ 15 070-00007
H2
4,9
4,5
HBT 220 - 10/ 15 070-00004
D1
8,7
HBT 220 - 8/ 15 070-00001
- 8/ 20 070-00002
H2
10,9
- 12/ 25 060-00009
- 8/ 25 070-00003
h
6,2
5,5
HBT 190 - 12/ 15 060-00007
- 12/ 20 060-00008
4,5
4,0
HBT 190 - 10/ 15 060-00004
H2
8,1
HBT 190 - 8/ 15 060-00001
- 8/ 25 060-00003
D1
10,3
- 12/ 25 050-00009
- 8/ 20 060-00002
h
5,8
5,1
HBT 150 - 12/ 15 050-00007
21
H2
4,0
3,6
- 8/ 25 050-00003
h
7,9
4,8
HBT 150 - 8/ 15 050-00001
HBT 150
5,5
4,8
- 10/ 25 040-00006
HBT 120 - 12/ 15 040-00007
3,7
3,4
- 8/ 25 040-00003
430
192
- 12/ 25 070-00009
36
11,5
9,2
8,1
À h = 170 mm designed for wall thickness D1 ³ 20 cm; as special version available in dimensions ³ 100 mm.
Á Weight including reinforcement of standard type 5 (see page 9), casing and cover
Subject to alteration
10
HALFEN REBEND CONNECTION HBT
Double bar
bar-dia./
-spacing
ds / s
lü
[mm/cm] [mm]
b
b
b1
b2
b
b2
b
b
[mm]
[mm]
lu max.
(Spec.
fabric.)
[mm] [mm] Á
HBT 120
80 + ds
170
b
8/15
h
Standard version
b
290
8/20
lü
Type 5
8/25
10/15
360
10/20
10/25
12/15 Â 390
lü
h
12/20 Â 430
Order example:. . . pc(s) HBT 150 - 12/20, casing length = 1250 mm
12/25 Â 430
8/15
Special
version
h
b
8/20
lü
Type 6
8/25
10/15 please
b-3ds
10/20 specify
10/25
12/15
lü
h
Order example: (Recommended version HBT-S p. 4)
12/20
. . . pc(s) HBT-S 120 - 8/15, Bar type 6, lu = ... mm, h = ...mm, casing length = 1250 mm
12/25
8/15
Special version
h
8/20
b1 b
lü
Type 7
8/25
10/15 please
b-3ds
10/20 specify
10/25
lü
h
12/15
Order example: (Recommended version HBT-S p. 4)
12/20
. . . pc(s) HBT-S 220 - 10/20, Bar type 7, b1= ...mm, lu= ...mm, h= ...mm, casing length = 1250 mm 12/25
8/15
Special version
h
b
8/20
lü
Type 8
8/25
b-3ds
10/15 please
10/20 specify
10/25
12/15
lü
h
Order example: (Recommended version HBT-S p.4)
12/20
. . . pc(s) HBT-S 190 - 8/25, Bar type 8, lü= ...mm, h= ...mm, casing length = 1250 mm 12/25
8/15
Special version
h
8/20
lü
Type 9
y
8/25
10/15
please
b-3ds
10/20 specify
10/25
12/15
lü
h
Order example: (Recommended version HBT-S p. 4)
12/20
. . . pc(s) HBT-S 150-8/15, Bar type 9, lü = ...mm, h = ...mm, casing length = 1250 mm
12/25
h
À
b1/b2
oder
y
HBT 150
108 + ds
HBT 190
144 + ds
HBT 220
180 + ds
HBT 120
80 + ds
dep. on
require- HBT 150
ments, 108 + ds
100
HBT 190
up to
144 + ds
1000
HBT 220
180 + ds
HBT 120
80 + ds
dep. on
HBT 150
require108 + ds
ments,
100
HBT 190
up to
144 + ds
1000
HBT 220
180 + ds
HBT 120
80 + ds
dep. on
HBT 150
require108 + ds
ments,
100
HBT 190
up to
144 + ds
1000
HBT 220
180 + ds
HBT 120
80 + ds
dep. on
HBT 150
require108 + ds
ments,
100
HBT 190
up to
144 + ds
1000
HBT 220
180 + ds
b1:
please
specify
b1:
please
specify
b1:
please
specify
b2:
75
b2:
95
b2:
110
y:
75
lü max. depends on casing, bar-diameter, bar-spacing and bar type. Please contact us for further information.
Bar types,
Dimensions:
y:
95
y:
110
À h = 170 mm designed for wall thickness D1 ³ 20 cm; also available as special version
³ with ³ 100 mm
Á lü max. for standard casing length L = 1250 mm; lu max for shorter casing length on request
 bar dia. ds = 12 mm in HBT 120 on request
11
HALFEN SCREW CONNECTIONS HBS
System description
HBS- socket bar
With socket and nailing flange formed
by hot forging of the end of the bar.
HBS-connection bar
With rolled-on metric head (DIN 13)
ds
Material:
Reinforcing steel BSt 500 (acc. to DIN 488)
Yield strength Re (fyk) 500 N/mm²,
Tensile strength Rm 550 N/mm².
Max. Permitted proportion of non-static
load: 2 x sA = 100 N/mm² for all
nominal dia. 12 - 14 - 16 - 20 - 25 - 28
Standard version
of socket bar with
nailing flange
of
fici
Appr.
all y
No.
-103
Z-1.5
app ro ve
d
Advantages of Screw Connection HBS
1 Labour saving
No piercing of formwork, no bending or
rebending of reinforcement.
2
1
2 Can be nailed directly
The socket bar is simply nailed onto the
formwork. A protective cap prevents
penetration of fresh concrete.
3 No joint staggering necessary
All bars can be connected in one cross
section level. Anchoring and lap length
(lü) has to conform with national
standard.
3
4
4
5
5
4 Forged version
The socket bar and the connection bar
are both made from the same material.
No connection of parts and materials
with different properties and strengths
lü
5 Standard thread
Steel constructions can be screwed onto
the socket bar, using bolts with standard
metric thread (DIN 13).
6 100 % - connection
In the thread area the screw connection
has the same bearing capacity as the bar
itself.
12
6
HALFEN SCREW CONNECTIONS HBS
Application examples
Installation and application examples
Socket bars nailed to timber formwork.
HBS connection bars are screwed into the
cast in HBS socket bars.
See site guidance notes p. 20.
Wall connection with shear groove.
Connection of overhanging steps with HBS
screw connections.
Bent socket bars being nailed to the formwork.
Splicing column reinforcement using
HBS with nail flange removed
(version "-ON", see page 14).
The HBS system for connecting a secondary
beam on a bridge.
Floor with temporary opening for crane, to be
cast later.
Wall - slab connection ready for pouring.
13
HALFEN SCREW CONNECTIONS HBS
Socket bars
ds
d1
d2
Socket bars Ø 12 - 28 mm
Rated section A s
Fz
Thread protection
cap
L2
L
Available versions:
HBS - B - 12/ 570
00002
HBS - B - 12/ 800
00003
HBS - B - 12/1500
00004
HBS - B - 14/ 660
00006
HBS - B - 14/ 930
00007
HBS - B - 14/1500
00008
HBS - B - 16/1020
00010
HBS - B - 16/1440
00011
HBS - B - 16/2000
00012
HBS - B - 20/1280
00014
HBS - B - 20/1800
00015
HBS - B - 20/3000
00016
HBS - B - 25/1600
00018
HBS - B - 25/2260
00019
HBS - B - 25/3600
00020
HBS - B - 28/1790
00022
HBS - B - 28/2530
00023
HBS - B - 28/3600
00024
• with nail flange (standard)
HBS - B - ../ ...
d2
Bar - dia. / length
ds / L [mm/mm] Á
Rated Weight
Order Charact.
Dimensions
version section
No.
tensile
-ON
force
d1
d2 *) D3
L2
Fyk  Thread
As
0050.
[kN]
[mm] [mm] [mm] [mm] [cm²] [kg/unit]
À
0100,561
56,5
M 14
35
19
42
27
1,13
0,765
1,386
(+6)
0,874
77,0
M 16
38
22
44
30
1,54
• without nail flange
HBS - B - ../ ... - ON
1,200
d3
Designation
1,890
(+6)
1,712
100,5
M 18
42
25
46
33
2,01
2,375
3,260
(+8)
3,322
157,0
M 22
54
31
54
39
3,14
4,606
7,570
(+8)
6,390
245,5
M 30
72
40
60
48
4,91
*) Values d2 in brackets: tolerance due to
forging process
8,931
14,090
(+10)
8,946
308,0
M 33
79
45
66
53
6,16
12,520
17,690
(+10)
Socket bars Ø 32 mm
g
ds
Rated section A s
L2
L
A
B
C
Fz
Thread protection
cap
HBS Bar-dia. 32 mm
Designation
Order
No.
Bar-dia./-length
ds / L [mm/mm] À
HBS - B - 32 / . . . Á
Load
bearing
capacity
perm. Fz Thread
[kN]
on
request
402
À
M 42
× 4,5
Rated
section
Dimensions
L2
A
B
C
[mm] [mm] [mm] [mm]
92
57
46
46
Weight
As
[cm²]
[kg/piece]
8,04
--
Order example: Socket bar HBS-32, Length L = 4750 mm: HBS-B-32/4750
14
Version with
screwed socket,
grouted
Approved by the
ds = 32 mm
German Construction
Institute Center DIBt,
Certificate No. Z-1.5-139
On request also available as
bent or as special fabricated version
(double socket bar, combination bars, bars
with end anchorage).
HALFEN SCREW CONNECTIONS HBS
Connection bars
g
Connection bars Ø 12 - 28 mm
ds
L3
L
Special lengths HBS-A, HBS-B:
Fz
Thread protection
cap
w
Designation
Bar-dia. / -length
ds / L [mm/mm] Á
Order Charact.
Dimensions
tensile
No.
force
Fyk  Thread
L3
0050.
gÀ
[kN]
[mm]
020
Required
torque
Weight
[Nm]
[kg/unit]
w = welded joint
Explanations
0,735
À Metric ISO - Thread (DIN 13). On request
also available as left-hand thread
Á Other and greater length up to approx.
12,00 m available on request. Special length
of both socket and connection bars can be
cut to order by HALFEN-DEHA. Extensions
can be made by welding (flash butt welding
acc. to DIN 4099). The load bearing
capacity is not reduced. Special length up to
approx. 4,00 m can be fabricated without
welding with minimum orders of 500 pieces
per size. Please ask for supply details.
00002
HBS - A - 12/ 800
00003
HBS - A - 12/1500
00004
1,356
HBS - A - 14/ 660
00006
0,834
HBS - A - 14/ 930
00007
HBS - A - 14/1500
00008
HBS - A - 16/1020
00010
HBS - A - 16/1440
00011
HBS - A - 16/2000
00012
3,200
HBS - A - 20/1280
00014
3,237
HBS - A - 20/1800
00015
HBS - A - 20/3000
00016
7,485
HBS - A - 25/1600
00018
6,280
HBS - A - 25/2260
00019
HBS - A - 25/3600
00020
HBS - A - 28/1790
00022
HBS - A - 28/2530
00023
HBS - A - 28/3600
00024
M 14
77,0
30
16
M 16
40
18
1,160
1,849
1,662
100,5
M 18
157,0
M 22
245,5
60
21
M 30
2,325
80
25
4,521
100
33
8,821
13,980
8,796
308,0
M 33
140
35
Max. length approx. 6,00 m Á
0,531
HBS - A - 12/ 570
56,5
w
12,370
17,540
 Design guidance:
Verify Fyd > Fsd with
Fsd = (F * FF + (G * FG
•
•
Fyd = Fyk / (M
FF = tensile forces of actions F
FG= tensile forces of permanent actions G
Fyk = Charact. tensile force:
Fyk [kN]= fyk * As * 10-1
fyk (yield strength) = 500 N/mm²
As = nominal cross section [cm²]
Partial safety factors (according to national
standard):
(F = for actions F
(G = for permanent actions G
(M = for reinforcement steel
ds
g
Connection bars Ø 32 mm
Fz
L3
Thread protection
cap
L
HBS Ø 32, material, technical datas:
Item
Bar - dia. / length
ds / L [mm/mm]
HBS - A - 32 / . . . Á
Order Charact. Dimensions
No.
tensile
force
Fyk  Thread
gÁ
[kN] Ä
On
request
229,9
M 42
× 4,5
Required
torque
Weight
[Nm]
[kg/unit]
L3
[mm]
46
BSt 500 S Ø 32 mm acc. to building authority
approval
Yield strength Re (fyk) ³ 500 N/mm²
140
--
Order example socket bar HBS-32, length L = 4750 mm: HBS-B-32/4750
Tensile strength Rm
³ 550 N/mm²
Max. perm. proportion of
non-static load:
2 × sA = 80 N/mm²
Socket material
(only for HBS-B):
S355 J2G3 (RSt 52-3)
15
HALFEN SCREW CONNECTIONS HBS
Bent socket bars
Bent socket bars HBS-BG
x > min x
Â
Á
a
Ã
y
d
BR
/
2
L2
a = Bending angle
Designation
Bending angles
dBR = 10 ds
dBR = 15 ds
dBR = 20 ds
Bar - dia. / length
L2
dBR
min. x
dBR
min. x
dBR
min. x
ds / L [mm/mm] À
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
HBS - BG - 12/. .
35
120
180
180
240
240
300
HBS - BG - 14/. .
38
140
200
200
260
280
340
HBS - BG - 16/. .
42
180
240
240
300
320
380
HBS - BG - 20/. .
54
200
260
320
380
420
480
HBS - BG - 25/. .
72
240
300
375
435
480
540
HBS - BG - 28/. .
79
280
340
420
480
560
620
Socket bars with bob HBS-BW
d
BR
y > min.y
ds
Á
aÃ
a = Bending angle
x > min x
Designation
Â
Dia.of bending roll
dBR
Minimum dimensions x, y
min. x
Â
For orders of HBS-BG or HBS-BW:
À
min. y
Specify bar length in mm
Also specify Bar-dia., dBR and dimension “x”
Bar-dia. / -lengths
ds / L [mm/mm] À
[n × ds]
[mm]
[mm]
[mm]
HBS - BW - 12/. .
4 ds
48
108
96
Explanations:
HBS - BW - 14/. .
4 ds
60
120
114
HBS - BW - 16/. .
4 ds
72
124
132
Á
Shortening of bar length due to
bending: see table on page 17
HBS - BW - 20/. .
7 ds
140
200
190
7 ds
180
240
240
HBS - BW - 28/. .
7 ds
200
260
268
Â
Ã
Limitation of bar bending machine
HBS - BW - 25/. .
16
If not further specified,
we will deliver bars with a = 90°
HALFEN SCREW CONNECTIONS HBS
Bent socket bars
Shortening "z" of bar length after bending
After bending at various radii or after
cranking the standard lengths “L” form
tail dimensions as shown below.
Reductions can be worked out using
reduction in bar length “z” [mm] as
shown in the table beside.
Socket bar, single bent:
HBS - BG
Reduction in bar length z
bar dia. ds [mm]:
z = 0,215 dBR + 2 ds [mm]
12
14
16
20
25
28
z [mm]
z [mm]
z [mm]
z [mm]
z [mm]
z [mm]
4 ds
34
40
47
58
71
86
7 ds
42
49
62
70
88
99
10 ds
54
58
70
83
101
116
15 ds
62
71
84
100
140
146
20 ds
75
88
100
130
170
176
dBR [mm]
Socket bar: double bent
HBS - BG
y
Socket bar, triple bent:
HBS - BG
d
BR
R
dB
y2
x
R
x
y1
BR
d
y2
BR
y1
dB
d
Diameter
bending roll
x
dB
R
L=x+y-z
y3
L = x + y1 + y2 - 2 z
Socket bar, crimped
HBS - BG
Socket bar, double bent:
HBS - BG
L = x + y1 + y2 + y 3 - 3 z
a = bending angle
y2
y1
R
dB
x
L = x + y1 + y2 - 1,5 z
y2
v
a
y1
x
L = x + y1 + y2 - z
17
HALFEN SCREW CONNECTION HBS
Double socket bars, Combi-bars
Double socket bars HBS-D, -DG, -DU
HBS-D (straight) À
Socket bars with threaded sockets at both ends of the bars. Standard version with
nailing flange; Standard thread dimensions see page 14.
ds
w = welded joint
L
HBS-DG (single bend) Â
w
L2
R
dB
ds
a
L1
HBS-DU (double bend) Ã
Designation
min. L
Cross section
Bar -dia./ -length
ds / L [mm/mm]
[mm]
AS
[cm²]
Fyk Á
[kN]
HBS - D - 12/. . . .
210
1,13
56,5
HBS - D - 14/. . . .
220
1,54
77,0
HBS - D - 16/. . . .
220
2,01
100,5
HBS - D - 20/. . . .
265
3,14
157,0
HBS - D - 25/. . . .
300
4,91
245,5
HBS - D - 28/. . . .
325
6,16
308,0
Charact. tensile force
À available without nail flange on request (page 14)
Á Characteristic tensile force Fyk [kN] = fyk * As * 10-1
w
x2
BR
d
R
x1
dB
ds
fyk (yield strength) = 500 N/mm² , As = nominal cross section [cm²]
c
 bar length L = L1 + L2 + dS - z
à HBS-DU bar length
L = x1 + x2 + c + dS - 2 z.
Reduction in bar length z see table,
page 17.
Notes:
Dimensional tolerances: allow for tolerance due to uneven surface of the ribbed
steel: this is particularly important in types HBS-D, -DU, -DG for dimensions L, L1,
L2, x1, x2 and c. It may be necessary to have a batten or HR-foam strips on the
formwork .
Due to range of dimensions, double socket bars are not kept in stock. Where orders
are required at short notice, short socket bar pieces can be welded together by
HALFEN-DEHA.
Combi-bars HBS-AB
(see also page 20)
- with nail flange
(e.g. HBS - AB - . ./1500
w
a
L
Designation
Bar -dia./ -length
ds / L [mm/mm]
- without nail flange
(e.g. HBS - AB .. / 3000 - ON)
w
w
a
HBS Combi-bars are reinforcement bars with a threaded socket on one end and a
connection thread on the other end. They are most commonly used in bar extensions if, for example the work is to be carried out without the use of lap length “lu”
or where there is not enough room for bar lapping because the reinforcement is very
congested (e.g. in heavily reinforced columns).
Ä
[mm]
Charact. tensile force
a Å
[mm]
a
HBS Combi-bars are also available in bent
versions. The welded joint must be within
the straight sections of the bar.
Fyk Á
[kN]
56,5
HBS - AB - 12/. . . .
L
HBS - AB - 14/. . . .
77,0
HBS - AB - 16/. . . .
100,5
HBS - AB - 20/. . . .
6000
400
157,0
HBS - AB - 25/. . . .
245,5
HBS - AB - 28/. . . .
308,0
Ä Other lengths are available on request.
Å a = Length of welded-on end normally 400 mm. Other dimensions are available
on request.
18
max. L
HALFEN SCREW CONECTIONS HBS
System accessories
Adapter-fitting HBS-VA with left-hand / right-hand thread
Connection of bent HBS bars
with adapter-fitting HBS-VA:
Application:
1. Pour: socket bar
HBS-B with righthand thread
The adapter is turned with the
sliding collar so that both HBS bar
ends are drawn together.
Adapter-fitting HBS-VA with
right-hand / left-hand outside thread
and sliding collar
2. Pour:
socket bar HBS-BG... ON, Li with lefthand thread (without
nail flange)
The sliding collar allows the full
torque to be applied and differing
thread depth of entry to be accomodated.
min x À
Adapter-fitting HBS - VA
consists of:
R
Socket bar with or
without nail flange,
with left-hand thread
• Thread - Adapter HBS - VG
Sliding collar
Threaded adapter
s
L
R
Designation
Order
No.
Dimensions
Required
torque
Charact.
tensile force
M [Nm]
Fyk [kN] Á
Bar-dia. ds
[mm]
L
e
s
R
sw
0063. Thread
[mm] [mm] [mm] [mm] [mm]
050-
HBS-VA- 12
00001 M 14
56
18,72
17
20
27
30
56,5
HBS-VA- 14
00002 M 16
59
18,72
17
21
36
40
77,0
HBS-VA- 16
00003 M 18
66
20,88
19
22
36
60
100,5
HBS-VA- 20
00004 M 22
74
26,17
24
22
36
80
157,0
HBS-VA- 25
00005 M 30
92
32,95
30
24
55
100
245,5
HBS-VA- 28
00006 M 33
98
39,55
36
24
55
140
308,0
Material:
Reinforcing steel BSt 500 (charact.
yield strength: fyk = 500 N/mm²)
with forged hexagonal nut and
applied thread.
• Sliding collar HBS - VM
to apply initial torque
R
sw
e
À Dimensions "x" see page 17
e
M
e
Fz
min x À
Inner
12-edge
Á see explanations on page 18
Subject to alteration
19
HALFEN SCREW CONNECTIONS HBS
Bar-dia. / -length
ds / L [mm/mm]
g1
g2
L1
[mm]
L2
[mm]
Characteristic
tensile force
Fyk
[kN]
HBS - BR - 14/ . . .
M 16
M 14
20
16
56,5
HBS - BR - 16/ . . .
M 18
M 16
23
18
77,0
Connection thread g2
HBS - BR - 20/ . . .
M 22
M 18
27
21
100,5
ds
HBS-Special versions of Combi-bars and Double connection bars
HBS - BR - 25/ . . .
M 30
M 22
35
25
157,0
HBS - BR - 28/ . . .
M 33
M 30
38
33
245,5
Dimensions
Designation
Combi-bars HBS-BR
with different thread diameters
right-hand thread on both ends (acc. to DIN 13).
• for column connectíons with reduced cross section.
Socket thread g1
w
Version with left-hand thread available on request.
L1
L2
Other thread dimensions g2/L2 available on request.
L £ 6000 mm
with same thread diameter at both ends
right-hand threads on both sends (threads acc. to DIN 13)
Connection thread g
ds
Connection thread g
w
L1
L1
L £ 6000 mm
L1
[mm]
HBS - AA - 12/ . . .
M 14
16
56,5
HBS - AA - 14/ . . .
M 16
18
77,0
HBS - AA - 16/ . . .
M 18
21
100,5
HBS - AA - 20/ . . .
M 22
25
157,0
HBS - AA - 25/ . . .
M 30
33
245,5
HBS - AA - 28/ . . .
M 33
35
308,0
Bar-dia. / -length
ds / L [mm/mm]
g1
g2
L1
[mm]
L2
[mm]
Characteristic
tensile force
Fyk
[kN]
HBS - AR - 14/ . . .
M 16
M 14
18
16
56,5
HBS - AR - 16/ . . .
M 18
M 16
21
18
77,0
HBS - AR - 20/ . . .
M 22
M 18
25
21
100,5
HBS - AR - 25/ . . .
M 30
M 22
33
25
157,0
HBS - AR - 28/ . . .
M 33
M 30
35
33
245,5
Dimensions
Designation
with different thread diameters
right-hand threads on both ends (threads acc. to DIN 13)
• for column connectíons with reduced cross section.
Connection thread g2
ds
w
L1
L2
L £ 6000 mm
Version with left-hand thread available on request.
Other thread dimensions g2/L2 available on request.
Bar-dia. / -length
ds / L [mm/mm]
g
max. L1
[mm]
Characteristic
tensile force
Fyk
[kN]
HBS - AL - 12/ . . .
M 12
100 (300)*
42,2
HBS - AL - 14/ . . .
M 14
100 (300)*
57,5
HBS - AL - 16/ . . .
M 16
100 (300)*
78,5
HBS - AL - 20/ . . .
M 20
100 (300)*
122,5
HBS - AL - 25/ . . .
M 24
100 (300)*
176,5
HBS - AL - 28/ . . .
M 27
100 (300)*
229,5
Dimensions
Designation
Connection bars HBS-AL
with long thread (Right-hand thread acc. to DIN 13)
• for steel connections,
• for adjusting of end anchorages
w
ds
Connection thread, long
L £ 6000 mm
20
g
Version with left-hand thread available on request.
Double connection bars HBS-AR
Connection thread g1
Bar-dia. / -length
ds / L [mm/mm]
Characteristic
tensile force
Fyk
[kN]
Dimensions
Designation
Double connection bars HBS-AA
LL
* Max. thread length, length in brackets available on request
HALFEN SCREW CONNECTIONS HBS
HBS-Special versions (not included in the official approval) À
Designation
Socket bar with screwed-on anchor plate HBS-RG
Thread
Anchor plate
g1 / g2 × L 3
[mm]
A × B × dp
for non-static loads with 2sA = 80 N/mm²
Bar-dia / -length
Anchor plate with thread
ds / L [mm/mm]
Connection
thread g2
Socket
thread g1
dp
FZ
HBS - RG - 14/ . . . M16/M16×18 50×50×10
B
HBS - RG - 16/ . . . M18/M18×21 55×55×12
HBS - RG - 20/ . . . M22/M22×25 65×65×15
A
Counter nut
ds
[mm]
HBS - RG - 12/ . . . M14/M14×16 40×40×10
w
HBS - RG - 25/ . . . M30/M30×33 80×80×20
HBS - RG - 28/ . . . M33/M33×35 100×100×20
g2
L3
L £ 6000 mm
Designation
Socket bars with welded-on anchor plate HBS-RW
Anchor plate
Socket
thread
for static loads
Bar-dia / length
Anchor plate
Socket
thread g
dp
B
A
FZ
ds
g
ds / L [mm/mm]
w
L3
A × B × dp
[mm]
[mm]
HBS - RW - 12/ . . .
M14
25
40×40×10
HBS - RW - 14/ . . .
M16
25
50×50×10
HBS - RW - 16/ . . .
M18
30
55×55×12
HBS - RW - 20/ . . .
M22
35
65×65×15
HBS - RW - 25/ . . .
M30
45
80×80×20
HBS - RW - 28/ . . .
M33
50
100×100×20
L3
L £ 6000 mm
À The calculation is regulated in the national standard.
21
HALFEN SCREW CONNECTIONS HBS
Installation notes
Fixing of HBS-Socket bars to formwork (1. pouring)
1 Check thread
protection
2a Fixing to wooden formwork
The thread must be
tightly closed with the
protection cap
(factory installed by
HALFEN-DEHA)
Fixing with
nails
2b Fixing to steel formwork
Timber batten
to create a reces
for shear loads
(where necessary)
Fixing by hexagonal bolts with
DIN-thread
Fixing with
blind rivets
Assembly of HBS connection bars (2. pouring)
3
H
H
4
H
H
H
Do not remove the thread protection cap until just before installation. Especially
where there are long periods between removing the formwork and installing the
HBS connection bars (e.g. precast concrete components), take special care that the
thread protection caps are kept in place.
3
H
3
Remove the thread protection cap from the HBS connection bar. The thread of the
socket bar must be clean and rust-free. (see above)
4
HBS-socket bars and HBS-connection bars both have the manufacturer´s code
"H".
5
Screw in connection bar to entire length of thread, hand tight. If necessary, use
screw pliers.
6
Use the torque wrench HBS 140 (Order-No. 0063.030-00001) to tighten the
connection bars to the required torque. Set the torque wrench to the HBS
bar-diameter and check the scale.
H
4
Remove thread protection cap from cast-in socket bar. The thread of the socket bar
must be clean and rust-free. Any dirt or cement residue should be cleaned off.
Remove the thread protection cap from the HBS connection bar.
H
H
H
5
3
Torque wrench HBS 140
with scale for HBS bar-dia.
H
H
H
H
6
22
Checking the torque wrench HBS 140: to comply with building authority
approval Z.-1.5-103 torque wrenches must be checked every 6 months.
Checking and any necessary adjustment can, if required, be carried out at short
notice at the HALFEN-DEHA factory in Langenfeld/Germany for a small fee.
HALFEN SCREW CONNECTION HBS
Application examples
Vertical construction joint
Connections with HBS Combi-Bars
Standard connection
HBS-A
HBS-B
1
HBS-AB
HBS-B
HBS-A
2
1
Connection between floor and wall slabs with
bent socket bars and straight connection bars
2
Parapet panel fixed to slab using HBS with
socket bars and adapter fitting HBS - VA.
HBS-A
3
HBS-BG,
left-hand
thread
4
HBS-B
HBS-VA
HBS-BG
4
3
5
1
Connection with HBS double ended
socket bars
HBS-D
Construction joint with groove for taking
transverse loads
HBS-A
HBS-B
HBS-A
6
5
6
Joint using lapped straight
connection bars HBS
HBS-B
Corbel construction using bent HBS bars
and adapter fittings HBS - VA.
HBS-A
HBS-BG
HBS-VA
HBS-BG
7
HBS-BG, left-hand
thread
HBS-A
8
23
SCREW CONNECTIONS WD 90
System description
Introduction
The Threaded Reinforcement Coupler
WD90 is a system used to connect
reinforcement bars of Bst 500 (Yield
strength 500 N/mm², tensile strength
550 N/mm²) for nominal diameters 10
to 32 mm.
Version WD90-N
Version WD90-GA
coupler bar WD90-M
The connection system is technically approved by the German
Construction Supervisory Board,
certificate No. Z-1.5-74.
connector bar WD90-A
or WD90-AG
A resp. AG
ds
The basic range consists of 3 versions.
- WD90-N for bars dia. 10
. to 32 mm
as a connection between straight
bars
Coupler factory installed
bar with rolled thread
Version WD90-RL
- WD90-GA for bars dia. 10 to 32 mm
for bent bars
- WD90-RL for bars dia.12 to 32 mm
for straight and bent bars
Right hand threaded
bar WD90-R
Coupler WD90-RL
Left hand threaded
bar WD90-L
ds
Coupler with opposing
overlapping threads
The side with left hand
thread is marked
Function, Advantages and Application
• Connection of precast concrete
elements or steel construction to a
concrete structure.
• Static load capacity of unconnected
reinforcement bar.
• Efficient and economical installation.
• Torque wrench is not required.
• Use in special construction situations
(tunnel construction).
Nailing plate
• Use in climbing and moving
formwork processes.
• Reduces reinforcement percentage in
the element section.
10
dia. 60
• Secure and long lasting connection
of the in situ concrete elements
(construction sections).
Timber formwork
WD90-M
• Simple visual control to ensure the
correct installation.
• Future extension of structures (e.g.
additional storeys).
• Subsequent sealing of
construction/crane openings.
24
Coupler bar with nailing plate
SCREW CONNECTIONS WD 90
Product Range
System description
Double socket bars, socket connection
bars etc. can be supplied as immediately as the standard versions.
WD90-M
Type designation of standard program:
•
•
•
•
•
WD90-M =
WD90-A =
WD90-R =
WD90-L =
WD90-E =
WD90-A
• WD90-RDZ= Reducing socket
Socket bar
Connection bar, straight
• WD90-EV = End anchorage with
Bar with right-hand thread
swaged end
•
Bar with left-hand thread
WD90-G = Bent bar
Bar with end-thread
WD90-R
WD90-L
RL socket
WD90-MG
WD90-AG
WD90-RG
WD90-LG
RL socket
WD90-MG
WD90-AG
WD90-RG
WD90-LG
RL socket
WD90-MM
WD90-MA
WD90-E
WD90-RDZ
WD90-MMG
WD90-MAG
WD90-MEV
Note:
Please specify designation
and important dimensions
(i.e. X, Y, dbr and a) for
your order.
WD90-MMG
WD90-MAG
WD90-AEV
25
SCREW CONNECTIONS WD 90
Product range
WD90-N À
Standard bars
Socket bars WD90-M
Connection bars WD90-A
A
LM
Nominal
Fyk
diameter ds
ÁÂ
[mm]
[kN]
10
12
14
16
20
25
28
32
39,0
56,5
77,0
100,5
157,0
245,5
308,0
402,0
Centre spacing
Order
Designation
No.
a
LA
Bar length Weight/
LM Ã
bar
Order
No.
Designation
(Joint in one level)
Bar length Weight/
LA Ã
bar
0720.010-
[mm]
[kg]
0720.020-
[mm]
[kg]
3910-0450M
00001
0,31
3910-0450A
00001
00002
0,37
3910-0550A
00002
3910-0700M
00003
0,46
3910-0700A
00003
3910-1000M
00004
0,65
3910-1000A
00004
3912-0400M
00005
0,41
3910-0400A
00005
3912-0500M
00006
0,49
3912-0500A
00006
3912-0600M
00007
0,58
3912-0600A
00007
3912-0800M
00008
0,76
3912-0800A
00008
3912-1200M
00009
1,12
3912-1200A
00009
3914-0400M
00010
0,56
3914-0400A
00010
3914-0600M
00011
0,81
3914-0600A
00011
3914-0700M
00012
0,99
3914-0700A
00012
3914-0950M
00013
1,23
3914-0950A
00013
3914-1350M
00014
1,71
3914-1350A
00014
3916-0400M
00015
0,73
3916-0400A
00015
3916-0700M
00016
1,21
3916-0700A
00016
3916-1050M
00017
1,76
3916-1050A
00017
3916-1450M
00018
2,39
3916-1450A
00018
3916-2100M
00019
3,42
3916-2100A
00019
3920-0400M
00020
1,19
3920-0400A
00020
3920-0850M
00021
2,30
3920-0850A
00021
3920-1300M
00022
3,41
3920-1300A
00022
3920-1800M
00023
4,65
3920-1800A
00023
3920-2650M
00024
6,75
3920-2650A
00024
3925-0400M
00025
1,89
3925-0400A
00025
3925-1050M
00026
4,39
3925-1050A
00026
3925-1650M
00027
6,70
3925-1650A
00027
3925-2250M
00028
9,01
3925-2250A
00028
3928-0400M
00029
2,44
3928-0400A
00029
3928-1150M
00030
6,06
3928-1150A
00030
3928-1850M
00031
9,45
3928-1850A
00031
3928-2500M
00032
12,59
3928-2500A
00032
3932-0400M
00033
3,41
3932-0400A
00033
3932-1300M
00034
9,09
3932-1300A
00034
3932-2000M
00035
13,51
3932-2000A
00035
3932-2850M
00036
18,87
3932-2850A
00036
450
550
700
1000
400
500
600
800
1200
400
600
750
950
1350
400
700
1050
1450
2100
400
850
1300
1800
2650
400
1050
1650
2250
400
1150
1850
2500
400
1300
2000
2850
0,28
3910-0550M
450
550
700
1000
400
500
600
800
1200
400
600
750
950
1350
400
700
1050
1450
2100
400
850
1300
1800
2650
400
1050
1650
2250
400
1150
1850
2500
400
1300
2000
2850
Minimum distance
0,34
0,43
the lengths should not exceed 6,00 m and the width (angled bars) should not exceed 2,35m.
26
40
0,36
0,44
0,53
42
0,71
1,07
0,48
0,73
0,91
46
1,15
1,63
0,63
1,11
1,66
48
2,29
3,32
0,99
2,10
3,21
55
4,45
6,55
1,54
4,04
6,35
67
8,66
1,93
5,55
8,94
76
12,08
2,52
8,20
12,62
17,98
Á Characteristic tensile force Fyk [kN] = fyk * As * 10-3 with fyk (yield strength) = 500 N/mm², As = nominal cross section [mm²]
à Other and greater lengths up to approx. 12,00 m are available on request. However for transport convenience,
[mm]
0,62
À Material: BSt 500 S (acc. to DIN 488). Charact. yield strength fyk = 500 N / mm², charact. tensile strength = 550 N / mm²
 See also design guidance on page 15.
a
90
SCREW CONNECTIONS WD 90
Application Examples
Rising column reinforcement
Connection slab / wall
40
Concrete wall
Crank
WD90-MAG
k
Concrete slab
WD90-A
50
Concrete slab
Column
WD90-MG
WD90-MA
Floor with temporary opening for crane,
to be cast later
Concrete slab
Concrete
foundation
WD90-MG
WD90-M
WD90-A (lap joint)
Connection slab / wall or column / beam
on both sides
Connection corbel / column
WD90-LG + RL-socket
Concrete
slab
Concrete
wall
Concrete
column
WD90-RG
Concrete corbel
WD90-A
WD90-MM
WD90-A
WD90-MG
27
HALFEN SHEAR REINFORCEMENT HDB
System description
The task: supported slabs without enlarged column heads
Flat concrete slabs without beams and without enlarged column heads are economic
to construct and provide optimum use of space as they do not obstruct mechanical
services.
Additional benefits:
• low cost formwork,
• pipes, ducts and other services under the slab are easy to install and easy to maintain,
• in many cases it is possible to reduce storey heights.
The problem: load distribution around column head
The load concentration around the column head generally
leads to high shear stresses which require additional reinforcement to prevent punching failure.
Punching failure at
column head
Not economical:
additional floor
thickness around the
column or over the
whole slab area.
Previously, this reinforcement has been provided by using expensive design such as thick slabs or downstand beams. This
has resulted in the need for increased storey heights to accomodate services.
The solution: HALFEN shear reinforcement type HDB
One important advantage of HALFEN shear reinforcement
HDB is the virtually slip-free connection.
Tests show that for conventional flat slab shear reinforcement (bent bars, cranked bars) the permissible load is limited, because the lack of rigidity induces slip, which allows the
reinforcement to be displaced. Thus a further increase of the
Flat slab with HALFEN
shear resistance is impossible and cracks occure around the
shear reinforcement HDB column, which finally lead to failure.
in column head zone.
The excellent anchoring properties of the double studded
reinforcement limit the occurance of cracks. By this means
the HDB system allows further increasing of the shear loads
in the column area.
HALFEN HDB shear reinforcement consists of double head
anchor (BSt 500S) with swatched ends. Spacer bars, which are
welded on the anchor heads, connect the single stud head
bars to punching shear elements.
28
HALFEN SHEAR REINFORCEMENT HDB
System description
The main advantages
Simple to use
Can be adjusted later
• The insertion of the HDB-N assembly is the last operation
after laying the lower and upper reinforcement.
• Any adjustments to the positioning can be made without
difficulty at this late stage.
• Top spacer bars are galvanised, ensuring preliminary corrosion protection. They also allow easy recognition when
installed (making work easier for site managers and supervision engineers)
• The available clip bars can be easiliy fixed to the reinforcement.
• HDB shear reinforcmenet is manufactured as standard elements with 2 or 3 studded bars.
Efficient dstribution of forces
• Structurally ideal and virtually slip-free force distribution
due to double studded reinforcement.
• No penetration of shear head assembly into column
section.
• No load-bearing welds.
Clip bars can be attached at
any place on the spacer bar.
The HDB elements can easily
Double studded bars
be placed and fixed to the reinyield strength 500 N/mm²
forcement. Please order the clip
tensile strength 550 N/mm²
bars separately (see page 30).
Anchor - diameter ds
10 - 12 - 14 - 16 - 20 - 25 mm
available
dia. of stud head = 3 × ds
HDB - Standard elements:
2 stud element
3stud element
HDB
Cast-in-situ slabs
with 2- or 3-stud elements
The insertion of the HDB elements
(2- or 3-stud) is the final operation
after the top and bottom steel.
Please observe the information on
the following pages.
Cast-in-situ slabs
with complete elements
The HDB complete elements are installed
before placing the reinforcement.
Please contact us for further information.
Semi-prefabricated slab
with HDB - F - Elements
ls
hA
Please contact us for further information.
29
HALFEN SHEAR REINFORCEMENT HDB
Type selection, standard elements
Anchor
height
hA
dia. 10
dia. 12
HDB - Element with anchor diameter dA [mm]
dia. 14
dia. 16
dia. 20
Anch.
space
dia. 25
À
[mm]
125
[mm]
10/125-2
10/125-3
12/125-2
12/125-3
14/125-2
100
14/125-3
Á
100
135
10/135-2
10/135-3
12/135-2
12/135-3
14/135-2
14/135-3
145
10/145-2
10/145-3
12/145-2
12/145-3
14/145-2
14/145-3
155
10/155-2
10/155-3
12/155-2
12/155-3
14/155-2
14/155-3
16/155-2
16/155-3
165
10/165-2
10/165-3
12/165-2
12/165-3
14/165-2
14/165-3
16/165-2
16/165-3
175
10/175-2
10/175-3
12/175-2
12/175-3
14/175-2
14/175-3
16/175-2
16/175-3
185
10/185-2
10/185-3
12/185-2
12/185-3
14/185-2
14/185-3
16/185-2
16/185-3
20/185-2
20/185-3
140
195
10/195-2
10/195-3
12/195-2
12/195-3
14/195-2
14/195-3
16/195-2
16/195-3
20/195-2
20/195-3
140
205
10/205-2
10/205-3
12/205-2
12/205-3
14/205-2
14/205-3
16/205-2
16/205-3
20/205-2
20/205-3
140
215
10/215-2
10/215-3
12/215-2
12/215-3
14/215-2
14/215-3
16/215-2
16/215-3
20/215-2
20/215-3
150
225
10/225-2
10/225-3
12/225-2
12/225-3
14/225-2
14/225-3
16/225-2
16/225-3
20/225-2
20/225-3
160
235
10/235-2
10/235-3
12/235-2
12/235-3
14/235-2
14/235-3
16/235-2
16/235-3
20/235-2
20/235-3
170
245
10/245-2
10/245-3
12/245-2
12/245-3
14/245-2
14/245-3
16/245-2
16/245-3
20/245-2
20/245-3
180
255
10/255-2
10/255-3
12/255-2
12/255-3
14/255-2
14/255-3
16/255-2
16/255-3
20/255-2
20/255-3
180
265
12/265-2
12/265-3
14/265-2
14/265-3
16/265-2
16/265-3
20/265-2
20/265-3
25/265-2
25/265-3
200
275
12/275-2
12/275-3
14/275-2
14/275-3
16/275-2
16/275-3
20/275-2
20/275-3
25/275-2
25/275-3
200
285
12/285-2
12/285-3
14/285-2
14/285-3
16/285-2
16/285-3
20/285-2
20/285-3
25/285-2
25/285-3
210
295
12/295-2
12/295-3
14/295-2
14/295-3
16/295-2
16/295-3
20/295-2
20/295-3
25/295-2
25/295-3
220
305
12/305-2
12/305-3
14/305-2
14/305-3
16/305-2
16/305-3
20/305-2
20/305-3
25/305-2
25/305-3
220
315
14/315-2
14/315-3
16/315-2
16/315-3
20/315-2
20/315-3
325
14/325-2
14/325-3
16/325-2
16/325-3
20/325-2
20/325-3
25/325-2
25/325-3
240
335
16/335-2
16/335-3
20/335-2
20/335-3
25/335-2
25/335-3
240
345
16/345-2
16/345-3
20/345-2
20/345-3
25/345-2
25/345-3
260
355
16/355-2
16/355-3
20/355-2
20/355-3
25/355-2
25/355-3
260
20/375-2
20/375-3
25/375-2
25/375-3
280
20/395-2
20/395-3
25/395-2
25/395-3
300
20/405-2
20/405-3
25/405-2
25/405-3
300
20/425-2
20/425-3
25/425-2
25/425-3
320
20/435-2
20/435-3
25/435-2
25/435-3
320
20/455-2
20/455-3
25/455-2
25/455-3
320
100
405
425
435
455
30
Order Example
Explanation:
16/205-3
= HDB - element in stock
À Other anchor heights on request
Á Note: Please order clip bars
seperately. We recommend to provide
1,5 clip bars per HDB - element for
location fixing.
Designation: HDB - KLEMM
Order-No.: 0066.020 - 00001
To specify:
120
Designation:
HDB - 16/205 - 3
Type HDB
Anchor - Ø dA [mm]:
Anchor height hA [mm]:
No. of anchors per element:
choose: 2 or 3
110
120
HDB
375
395
hA
240
22
HALFEN SHEAR REINFORCEMENT HDB
System description
Easy to install HDB assemblies - inserted from the
top through the reinforcing
cage and located on the
upper reinforcement with
binding wire.
Galvanised clip bars can be
used where necessary to fix
the HDB assemblies.
The galvanised space bars of
the HDB elements ensure
easy identification.
Galvanised clip bar:
can be fixed at any position
on the space bar.
The HDB double studded
bar elements are installed at
the level of the bending reinforcement to give optimum
combined action.
HDB-Elements can also be
installed from the bottom. In
which case, the elements are
placed on spacers to ensure
the required concrete cover.
31
HALFEN SHEAR REINFORCEMENT HDB
Installation example
Concrete slab:
Arrangement of HDB elements
edge of the anchorreinforced slab area
critical section
area c
area d
critical first parameter
Anchor deep blue
= effective in zone c
Anchor light blue
= effective in zone d
hA
h
d
co
cu
d = effective height
h = slab thickness
hA = anchor height
co, cu = concrete cover
Fixing of HDB elements to the reinforcement:
• without clip bars
perpendicular to main
reinforcement
• with clip bars
parallel to main
reinforcement
Galvanized clip-bars
(please order seperately).
We recommend the use of
1,5 clip bars per element.
32
• Note:
To avoid
overlapping,
clip barsmay
be installed
at any point
along the
spacer bar.
22
HALFEN SHEAR REINFORCEMENT HDB
Structural system
Arrangement examples for HDB-elements and arrangement of compression joints (³ 4 cm) of semi-prefabricated slabs.
The arrangement of the HDB-elements depends on the column
orientation to the slab edges and the geometric shape of the
columns.
A 8
A 16
A 12
Column
8
compression
joint
A 20
12
16
20
No. of HDB - elements nK = 8
Edge of the
anchor-reinforced
area
B 10
B 18
B 14
10
C 6
14
C 8
6
C 10
8
D 5
5
8
E 8
7
8
F 5
4
5
G 5
G 4
3
16
D 8
7
6
3
C 16
14
E 7
F 4
G 3
12
6
5
C 14
D 7
E 6
F 3
C 12
10
D 6
E 5
18
4
Explanation:
Recommended arrangement of the compression joints (only
for semi-prefabricated slabs).
5
Depending on the joint location, the HDB-elements are distributed among the slab units.
33
HALFEN SHEAR REINFORCEMENT HDB
Application
The HALFEN HDB shear reinforcement is formed from a combination of 2 stud and 3 stud standard assemblies. This allows economic stock-keeping, easy placing and installation on
site.
actual ls À
Order example: HDB - 16/205 - 3
Type
Bar-dia.
Anchor height [mm]
Bars per assembly
hA = 205
Arrangement with standard elements
Combination of HDB - 2 stud und 3 stud - elements that is to select:
col- zone
umn c
[cm]
actual l s
» 1,05 · d
2stud
actual ls
» 1,75 · d
3stud
dia.
dA
Number
of anchors
in each axis
ls
2
ls
3
zone d
actual ls
» 2,45 · d
2stud + 2stud
4
ls
zone d
actual ls
» 3,15 · d
2stud + 3stud
5
ls
zone d
2stud + 2stud + 2stud
actual ls
» 3,85 · d
ls
zone d
or
6
3stud + 3stud
ls
zone d
col- zone
umn c
À The required spacer bar length l results from the structural design.
s
Applications software for design calculation
For design calculation of HDB shear reinforcement a programme is available for British, German, Polish and Swiss
Standard:
www.halfen-deha.com.
34
HALFEN BALCONY CONNECTIONS HIT
System Description
The HIT among the balcony
slab connections.
20°C
-15°C
HIT
Balcony
Floor slab
• State of art insulated balcony connections
• Standard metre elements and 200 mm
make up pieces
• Economic design and use of material,
minimal site wastage
• User friendly calculation software with link
to CAD programme and schedule which
provides optimum use of material
• Also available fire resistant (up to 90
minutes)
• Officially approved by the German Construction Supervisory Board DIBt Approval
Number Z-15.7-171
HIT - 20 cm - make up piece
HIT - metre element
• HIT metre elements
• HIT 20cm make up pieces
t
t
e
-el
1m
n
me
p
uup
kee
k
a
a
MM piieeccee
p
1m
Set out to the correct overall width
using standard components.
• Standard metre elements and 200 mm
make up pieces can be combined
without restriction to form any width.
en
em
-el
Economic:
0m
2,2
)
h
t
0m
id
2
,
w
0
+
le:
m
mp
Exa 1,00
×
(2
Calculation, product choice and
optimum cut to size in one programme.
• The optimum cut to size layout can be
achieved giving economy of materials.
The calculation software assists in this
layout.
User friendly:
The HIT - calculation software provides
all the engineer needs:
• Optimum cut to size: combination of
metre elements and make up pieces. Use
of metre elements only with best
possible use of off cuts.
• Automatic calculation of additional
information, e.g. recommended height
to compensate for the balcony, slab
thickness required, unit weight.
Available for German, Polish, Dutch and
Czech Standard; others will follow soon.
35
HALFEN BALCONY CONNECTIONS HIT
System description
Materials
Concrete:
Minimum concrete quality B25 (C 20 / 25)
Halfen-Iso-ElemenT Type HIT:
- Tension bars:
Welded stainless steel tube material code W 1.4571, strength class S 355
according to official approval certificate no. Z-30.3-6, swaged with
reinforcement steel bar BSt 500 S according to DIN 488
- Pressure pad:
Stainless steel material code W 1.4571 according to official
approval certificate no. Z-30.3-6
- Shear bars:
Stainless steel reinforcement bar BSt 500 NR À
- End stirrups:
Reinforcement bar BSt 500 À
- Assembly bars:
Reinforcement bar BSt 500 À
- Thermal insulation:
Polystyrene foam À
- Fire protection panels
(for fireproof version F 90)
Lightweight construction panel class A1 (fire resistant)
On-site connecting reinforcement
Reinforcement bar BSt 500 À
Certificates
• Official approval certificate
DIBt Berlin, approval certif. Z-15.7-171
• Type testing
Halfen-Iso-ElemenT types
Landesgewerbeamt
Baden-Württemberg
- HIT-BX and HIT-BF
- Test report no. 00.16
- HIT-BQ and HIT-±BQ
- Test report no. 00.16.1
- HIT-BD
- Test report no. 00.16.2
- HIT-BX-/-BF-20cm-units
- Test report no. 00.16.3
• Fire protection experts report
MPA Braunschweig Az 3923/6110 and Az 3716/4921
À Charact. yield strength: 500 N/mm², charact. tensile strength: 550 N/mm²
36
HALFEN BALCONY CONNECTIONS HIT
Application examples
Section:
Materials
Balcony slab
Type HIT-BX, HIT-BX-MOD
Floor slab
Cantilever balcony system for
reinforced concrete taking
moment and shear.
Widths: 20, 100 cm
Variants: standard, F 90, QE, QEE,
2L, QE-2L
Key plan:
Type HIT - BX
Balcony
Type HIT-BF, HIT-BF-MOD
Balcony slab
Floor slab
Cantilever balcony system for
precast planks taking moment
and shear.
Width: 20, 100 cm
Variants: standard, F 90, QE,
QEE
Type HIT - BF
Balcony
Type HIT-BX-ECK
Balcony slab
Floor slab
Cantilever balcony system for
reinforced concrete for
corners.
Width: 68 cm
Variants: standard, F 90
Type HIT - BX - ECK
Balcony
Type HIT-BQ
Balcony slab
Floor slab
Flexible propped balcony
system for reinforced concrete
taking shear in one direction.
Width: 30, 40, 50, 100 cm
Variants: standard, F 90
Type HIT - BQ
Balcony
Type HIT-±BQ
Balcony slab
Floor slab
Flexible propped balcony system
for reinforced concrete taking
shear only in both directions
(positive and negative).
Type HIT - ±BQ
Balcony
Width: 100 cm
Variants: standard, F 90
Balcony slab
Floor slab
Type HIT-BD
Internal balcony system for
reinforced concrete taking moment
and shear in both directions
(positive and negative).
Width: 100 cm
Variants: standard, F 90, QE, QEE,
2L, QE-2L
Type HIT - BD
Balcony
37
HALFEN BALCONY CONNECTIONS HIT
Application
Modular lengths and optimum cut to size
nt
me
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r
t
Me
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Fil
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50
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tre
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Optimum cut to size from
HIT metre elements Á
0m
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M
Technical Information
tre
nt
me
M
Metre element
2,10
Metre element
2,20
Metre element
Mo
2,30
Metre element
Mo
2,40
Metre element
Mo Mo
2,50
Metre element
Mo Mo
2,60
Metre element
Mo Mo Mo
2,70
Metre element
Mo Mo Mo
2,80
Metre element
Metre element
2,90
Metre element
Metre element
3,00
Metre element
Metre element
Metre element
Metre element
Metre element
Metre element
Metre element
Metre element
Metre element
Metre element
Metre element
Metre element
= Filler, length 5 cm or less
Types HIT-FK-5
HIT-FK-5-F90
Note:
The arrangement of site cut elements must be checked using the
calculation programme. To be checked in accordance with official
approv. certificate:
- max spacing of reinforcement bars: 30 cm;
- min./max. distance of reinforcement from edge or
movement joint: 5 cm/15 cm.
If you use filler pieces the calculation programme reduces the load
capacity automatically.
Á HIT-element cut to length in accordance with official approval
certificate.
m
ele
t
For further technical information, please consult our
brochure HIT 03 - E “Technical Information: HALFEN
Balcony Connections HIT”. You can download it from our
website www.halfen-deha.com ® catalogues ®
Reinforcement technology.
For individual technical advice, please contact our
Competence Centre Concrete,Tel.: +49 - 2173 - 970 406
38
2,90
2,50
2,70
Metre element
en
Me
le
ee
etr
2,00
Mo = HIT make up pieces (20 cm)
Types HIT-. . -MOD,
HIT-. . -MOD-F90
ins se
ma r u
t re the
Cu r fur
fo
t
cu
off
2,10
[m]
ler
Fil ce
pie
nt
me
ele
2,30
Length of balcony slab
1,00
• Diagram showing the balcony length achieved using metre
elements, make up pieces and filler pieces
Standard metre elements and 200 mm
t
make up pieces can be combined
en
lem
ee
r
t
without restrictions to form
nt Me
pe
eum
any length. Adapted to
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Mt e p
any modular length
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using polystyrene
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t Met
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n
,
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filler pieces if leme
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mp 00 m
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CONTACT
HALFEN-DEHA Worldwide
HALFEN-DEHA Vertriebsgesellschaft mbH · Liebigstraße 14 · D - 40764 Langenfeld
Telefon: + 49 (0) 2173-970-0 · Telefax: + 49 (0) 2173-970-123 · www.halfen-deha.com
HALFEN-DEHA is represented in more than 35 countries worldwide. Please contact our Export ServiceCenter, if you wish to receive
information about the HALFEN-DEHA foreign representatives.
HALFEN-DEHA
Vertriebsgesellschaft mbH
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GERMANY
Phone: +49 (0) 2173-970-831
Fax:
+49 (0) 2173-970-849
e-Mail: export@halfen-deha.de
Internet: www.halfen-deha.com
Please contact the Export ServiceCenter for:
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Phone: +49 (0) 2173-970-842
Fax:
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Fax:
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Fax:
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Arab Countries / Africa /
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Fax:
+49 (0) 2173-970-850
North America
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Fax:
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INTERNET
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NOTES REGARDING THIS CATALOGUE:
Technical and design changes reserved
The information in this publication is based on state-of-the-art technology at the time of publication. We reserve the right to make
technical and design changes at any time. HALFEN-DEHA shall not accept liability for the accuracy of the information in this publication
or for any printing errors.
The HALFEN-DEHA Quality Management System is certified for the locations in Gemany and Switzerland
according to DIN EN ISO 9001, Certificate No. QS-281 HH.
39
© 2003 HALFEN-DEHA Vertriebsgesellschaft mbH,
applies also to copying in extracts
0.000 02/04
RE - 010 - 02/04
HALFEN-DEHA Vertriebsgesellschaft mbH · Liebigstraße 14 · D - 40764 Langenfeld
Telephone: + 49 (0) 2173-970-0 · Telefax: + 49 (0) 2173-970-849 · www.halfen-deha.com