Profile de dilatatie pentru pardoseli industriale HCJ HC-Delta (+)
HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Technische fiche HC-Delta (+) (Sinus Slide®) jointpagina. 1 of 18
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Contents:
Description ................................................................ 3-4
Features .............................................................. 5
Product overview ................................................. 6
Technical characteristics product sheets
HC-Delta ................................................................ 7
HC-Delta +............................................................. 8
HC-Delta Sinus Slide® .......................................... 9
Accessories ......................................................... 10
Load Transfer ...................................................... 11
Tests ..........................
......................................... 12
Test set-up ............................................................. 12
Test results ............................................................. 12
Calculation example ............................................ 13-15
Installation instructions ........................................ 16-17
Maintenance and Finisching ................................ 18
Technische fiche HC-Delta (+) (Sinus Slide®) jointpagina. 2 of 18
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Description
The HC-Delta (+) (Sinus Slide®) construction and dilatation joint is
composed of two continuous cold-rolled symmetrical profiles in
SJ235JRG2 steel with a thickness of 5 mm.
When it is put together, a steel plate of 70 x 10 mm is inserted between
these two profiles.
To anchor them in the concrete, these profiles are fitted on bo
th sides
with anchor bolts ø10 and 125 mm long, which are automatically
welded on, every 200 mm with upset butt welding.
In the HC-Delta + and Sinus Slide® range, the anchor bolts are
welded to the top and bottom as standard.
HC-Delta +
HC-Delta Sinus Slide®
The profiles are connected with wing bolts with plastic nuts that should
not be removed after installation.
When installing at the yard, the steel plate, which protrudes by 15 mm,
is inserted into the previous profile, to achieve a perfect join.
The profile is manufactured in standard lengths of 3 m and is available
in heights of between 120 and 300 mm. We supply customised
solutions from 300 mm upwards.
Due to their continuous form, these profiles prevent stress
concentrations during the load transfer. Compared with
discontinuous profiles, this means a better load transfer
can be achieved.
Technische fiche HC-Delta (+) (Sinus Slide®) jointpagina. 3 of 18
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Description
The patent pending Sinus Slide® joint with corrugated upper
side in 5 mm thick steel ensures continuous support of passing wheels
regardless of the direction, size and form of the wheel, from the
placement of the joint to its maximum opening of 20 mm. By
neutralising the striking impact of the wheels, forklift drivers experience
unprecedented comfort. At the same time, maximum edge
protection and load transfer are achieved, significantly reducing
the chance of damage to the floor, the vehicle, or the goods being
transported. This Sinus Slide® solution is especially
recommended in thoroughfares and/or other areas of the floor that
experience high forklift traffic. The Sinus Slide® Joints enables not
only joint free floor slabs but the whole floor is experienced as Joint
free. You can still see a joint but you don’t feel it anymore. This is a new
age in indust
rial flooring technology. This shock-and vibration free
crossing will prevent any damage on your floor and save the investor
huge amounts on wear and tear of forklifts. Only with the replacement
costs of wheels the payback period of the investment is less than one
year.
Technische fiche HC-Delta (+) (Sinus Slide®) jointpagina. 4 of 18
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Features
Free horizontal movement of the industrial floor. When drying the
poured concrete, the inevitable shrinkage is compensated for by the
horizontal expansion of the HC-Delta (+) (Sinus Slide®) dilatation joint.
This prevents cracks caused by the drying process. This cracking also
occurs if the floor has been cut into too late, which is superfluous when
fitting an expansion joint.
Preventing vertical movement. The minuscule tolerance between
the profiles and the
connection with the 70 x 10 mm steel plate prevents
any vertical movement between the various parts of the floor. The steel
profiles also ensure the elastic behaviour of the joint.
Load transfer With forklift traffic, the HC-Delta expansion joints provides
a transfer of loads from one floor section to another. This means that the
floor is less subject to wear, the chance of damage is reduced, and the
lifetime of the industrial floor is lengthened considerably. The Sinus Slide®
version realize this load transfer is a noiseless and smoothly way. The
wheels of the forklifts are sliding shock- and vibration free from one floor
section to another. This creates an unprecedented level of comfort.
Maximum load The rigid steel structure ensures that the floor can
withstand maximum load with minimum distortion.
Edge protection. The 5 mm thick steel profiles and especially the Sinus
Slide® solution give maximum edge protection. The Sinus Slide® solution
will not only create an unp
recedented level of comfort but will also avoid
any crumbling of the edges of the floor sections.
Easy installation and compatible. The HC-Delta expansion joints
are quite easy and quick to install according to the installation instructions
given below in this technical documentation. The HC-Delta (+) is 100%
compatible with the HC-Delta Sinus Slide® Joint for almost every available
height.
Concrete formwork The HC-Delta profiles are fitted according to a
layout plan with limited dimensions separating the various floor parts. The
areas can then be poured and finished according to the day’s schedule.
Compliant with the European directive 2002/44/EC. The Sinus
Slide® solution guarantees shock- and even vibration free transfer
between two floor sections even with forklifts with very small and hard
wheels. With this feature the HC-Sinus Slide® Joint is compliant with the
European directive 2002/44/EC concerning exposures of workers to whole
body vibrations.
Technische fic
he HC-Delta (+) (Sinus Slide®) jointpagina. 5 of 18
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Product overview
1
2
HC-Delta joint
2 x 1 row of anchor
bolts
3
HC-Delta + dilatation joint
2 x 2 rows of anchor bolts
and adjustable strip
HC-Delta Sinus Slide® joint
2 x 2 rows of anchor bolts
and adjustable strip
Technical properties of HC-Delta (+) Sinus Slide® joint
1
2
3
Thickness
Steel quality
Length
Anchor bolts
Production
method
2 x 5 mm
SJ235 JRG2
3m
3m
2.997 m
Ø10 length 125
Ø10 length 125
Ø10 length 125
2 x 5 per m
2 x 10 per m
2 x 10 per m
Automatically welded
Automatically welded
Automatically welded
Cold-rolled symmetrical profiles to achieve optimal tolerance
70 x 10 mm steel plate in accordance with EN 10025
Steel finish
Profile height
Securing
Natural
Electrolytic galvanisation
85-300 mm
105-300 mm
105-300 mm
Other dimen
sions on
Other dimensions on
Other dimensions on
request
request
request
Connected with M6 x 20 wing bolts and polyamide plastic nut.
These connections should not be removed after fitting. The tensile force of the
concrete breaks the connection with the polyamide nut.
Both concrete with reinforcement mesh and glass fibre-reinforced concrete.
Concrete
reinforcement
Accessories
Intersections in L, T or X shape
Helping tool
Device for height adjustment and installation
Variance in
1 mm / 3 m
straightness of
horizontal
surface
Variance in
2 mm / 3m
straightness of
vertical surface
Technische fiche HC-Delta (+) (Sinus Slide®) jointpagina. 6 of 18
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Technical characteristics HC-Delta standard
Type
HC-Delta 85
HC-Delta 95
HC-Delta 105
HC-Delta 120
HC-Delta 130
HC-Delta 140
HC-Delta 150
HC-Delta 160
HC-Delta 180
HC
-Delta 200
HC-Delta 220
HC-Delta 240
HC-Delta 260
HC-Delta 280
HC-Delta 300
Profileheight
a (mm)
85
95
105
120
130
140
150
160
180
200
220
240
260
280
300
Floor
thickness
(mm)
90-100
100-110
110-120
130-140
140-150
150-160
160-170
170-180
190-200
205-220
225-240
245-260
265-280
285-300
305-320
b (mm)
c (mm)
Weight
(kg/meter)
50
50
50
60
60
60
60
75
75
90
90
116
116
116
116
20
30
40
45
55
65
75
70
90
95
115
110
130
150
170
16.51
16.68
16.84
17.50
17.76
17.92
18.08
19.27
19.59
20.74
21.06
23.03
23.35
23.67
23.99
Maximum
metres pro
pallet
144
144
126
126
126
108
108
108
108
90
90
75
75
60
60
Compatible with
HC-Delta Sinus Slide®
HC-Delta Sinus Slide®
HC-Delta Sinus Slide®
HC-Delta Sinus Slide®
HC-Delta Sinus Slide®
HC-Delta Sinus Slide®
HC-Delta Sinus Slide®
HC-Delta Sinus Slide®
HC-Delta Sinus Slide®
HC-Delta Sinus Slide®
HC-Delta Sinus Slide®
Technische fiche HC-Delta (+) (Sinus Slide®) jointpagina. 7 of 18
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23980
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Technical characteristics HC-Delta +
Profile
height
a (mm)
105
120
130
140
150
160
180
200
220
240
260
280
300
Type
HC-Delta+
105
HC-Delta+
120
HC-Delta+
130
HC-Delta+
140
HC-Delta+
150
HC-Delta+
160
HC-Delta+
180
HC-Delta+
200
HC-Delta+
220
HC-Delta+
240
HC-Delta+
260
HC-Delta+
280
HC-Delta+
300
Floor
thickness
(mm)
b
(мм)
c
(мм)
110-120
50
35
/
18,96
126
130-140
60
40
/
19,76
126
140-150
60
40
30
20,23
108
150-160
60
40
40
20,39
108
160-170
60
40
60
20,54
108
170-180
75
40
60
21.50
90
190-200
75
60
60
22.43
90
205-220
90
60
60
23.56
90
225-240
90
60
80
23.8
75
245-260
116
60
80
25.9
60
265-280
116
70
80
26.6
60
285-300
116
70
100
26.83
60
305-320
116
80
120
27.53
60
d
(мм)
Weight
(kg/meter)
Maximum
metres pro
pallet
Compatible with
HC-Delta Sinus Slide®
130
HC-Delta S
inus Slide®
140
HC-Delta Sinus Slide®
150
HC-Delta Sinus Slide®
160
HC-Delta Sinus Slide®
180
HC-Delta Sinus Slide®
200
HC-Delta Sinus Slide®
220
HC-Delta Sinus Slide®
240
HC-Delta Sinus Slide®
260
HC-Delta Sinus Slide®
280
HC-Delta Sinus Slide®
300
Technische fiche HC-Delta (+) (Sinus Slide®) jointpagina. 8 of 18
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Technical Characteristics HC-Delta Sinus Slide®
Profile
height
a (mm)
Type
Floorthickness
(mm)
b
(мм)
c
(мм)
d
(мм)
Weight
(kg/meter)
Maximum
metres pro
pallet
105
120
130
140
150
HC-Delta Sinus Slide® 105
HC-Delta Sinus Slide® 120
HC-Delta Sinus Slide® 130
HC-Delta Sinus Slide® 140
HC-Delta Sinus Slide® 150
110-120
130-140
140-150
150-160
160-170
35
50
60
60
60
70
70
70
80
80
/
/
/
30
40
20,31
21,76
22,73
23,89
24,04
108
108
108
90
90
HC-Delta +
HC-Delta +
HC-Delta +
160
HC-Delta Sinus Slide® 160
170-180
75
80
30
25,33
90
HC-Delta +
180
HC-Delta Sinus Slide® 180
190-200
75
80
55
25,73
90
HC-Delta +
200
220
240
260
280
300
HC-Delta Sinus Slide® 200
HC-Delta Sinus Slide® 220
HC-Delta Sinus Slide® 240
HC-Delta Sinus Slide® 260
HC-Delta Sinus Slide® 280
HC-Delta Sinus Slide® 300
205-220
225-240
245-260
265-280
285-300
305-320
90
90
116
116
116
116
80
80
95
95
95
95
65
80
55
75
95
105
27,34
27,58
30,96
31,12
31,60
31,76
81
81
81
81
60
60
HC-Delta +
HC-Delta +
HC-Delta +
HC-Delta +
HC-Delta +
HC-Delta +
Compatible
with
Technische fiche HC-Delta (+) (Sinus Slide®) jointpagina. 9 of 18
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Accessoires
Crossings
These are available in all dimensions in proportion to the profile used.
X and T- crossings for traditional joints
X, T and
L-crossings for Sinus Slide® joints
Assembly assistance
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Load transfer
The load transfer by the profile depends on a number of factors
o The first factor is a position variable. This characterises the position of the load in
relation to the joint and support.
Fv= P x (L-A)
L
o A second factor is the size of the load in relation to the thickness of the floor. Load
transfer is only realised from the moment that the load is great enough to move or
distort the floor part until any play between the parts is eliminated.
Small load Large load
o A third factor that influences load transfer is the foundation. If the foundation is solid, the
loads will be supported by the foundation. If the floor is on bearing piles, the entire
load has to be
borne by the profile.
Unstable foundation
Solid foundation
If a load hits the edge of a plate, then the concrete tensions are roughly 50% higher than when
a load is in the middle of the plate. The dilation joint compensates for this increase in height
and, depending on the foundation and the position and size of the load, will transfer this load
to the adjoining plate.
Technische fiche HC-Delta (+) (Sinus Slide®) jointpagina. 11 of 18
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Tests
The capacity of these joints has been tested by the Magnel laboratory at the University
of Ghent.
Test set-up
It was decided to test the joint without support to maximise the load transfer through the
joint.
The joint was fitted into a test specimen measuring 1 m x 1.05m.
The joint opening measured 10 mm or 20 mm.
For the concrete, one test was conducted with unrein
forced concrete (c30/37) and
another with glass fibre-reinforced concrete with 45 kg fibre/m³.
Test results
Type
Anchors
On top/bottom
Opening
(mm)
Steel fibrereinforced
concrete (y/n)
N
Breaking
strain kN
10
Concrete
height
(mm)
150
Hc-delta 140
On top
Hc-delta 140
On top
20
150
N
90.5
Hc-delta + 160
Top/bottom
10
200
Y
235
Hc-delta + 160
Top/bottom
20
200
Y
199.5
99
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
Calculation example
Analysis of the various types of fracture the joint
Technical details
Concrete thickness H: 160 mm
Profile height: h= 140 mm.
Anchor breaking strength: σank 450 N/mm2
Steel breaking strength σst = 350 N/mm2
Characteristic compression strength of the concrete fck = 25 N/mm2
Anchor diame
ter ø10 mm
Load transfer 50%
P = strength per length unit
nank = Number of anchors per length unit
ζ = shear stress
Various kinds of fractures
Hc-delta Hp with 2 x 1 row of pins
1. Concrete fracture due to shearing:
P = 1/Load transfer * H * 2 * ζ where ζ = 0.05 x* fck / 1.5
P = 1/0.5 * 160 * 2 * 0.05 x 25 / 1.5
= 377 kN
2. Anchor fracture
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
P = 1/load transfer * (a * 2 * ζ + Aank* nank * ζ ank)
where ζ ank= 0.8 x* σank
P = 1/0.5 * (60 * 2 * 0.05 * 25 /1.5 + 102 * Л/4 * 5 * 0.8* 0.45)
P = 424 kN
3. Profile fracture:
P = 1/load transfer * A * ζ st
where ζ st= 0.8 x* σst
P = 1/0.5 * (1000 * 10 * 0.8* 0.350)
P = 5,600 kN
The maximum value in the event of fracture is 377 kN allowing for a load
transfer of 50%.
Hc-Delt
a + with 2 x 2 row of pins
1. Concrete fracture due to shearing:
P = 1/Load transfer * H * 2 * ζ where ζ = 0.05 x* fck / 1.5
P = 1/0.5 * 160 * 2 * 0.05 x 25 / 1.5
= 377 kN
2. Anchor fracture
P = 1/load transfer * (a * 2 * ζ + Aank* nank * ζ ank)
where ζ ank= 0.8 x* σank
P = 1/0.5 * (60 * 2 * 0.05 * 25 /1.5 + 102 * Л/4 * 10 * 0.8* 0.45)
P = 707 kN
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
3. Profile fracture:
P = 1/load transfer * A * ζ st
where ζ st= 0.8 x* σst
P = 1/0.5 * (5 * 4 * 0.8* 350)
P = 5,600 kN
The maximum value in the event of fracture is 707 kN allowing for a load
transfer of 50%. The fracture due to the concrete shearing only amounts to 377
kN, however.
The values given in this example are only guideline values and should always
be verified by a c
a + with 2 x 2 row of pins
1. Concrete fracture due to shearing:
P = 1/Load transfer * H * 2 * ζ where ζ = 0.05 x* fck / 1.5
P = 1/0.5 * 160 * 2 * 0.05 x 25 / 1.5
= 377 kN
2. Anchor fracture
P = 1/load transfer * (a * 2 * ζ + Aank* nank * ζ ank)
where ζ ank= 0.8 x* σank
P = 1/0.5 * (60 * 2 * 0.05 * 25 /1.5 + 102 * Л/4 * 10 * 0.8* 0.45)
P = 707 kN
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HC-Delta (+) (SinusSlide®)
Expansion joint for industrial floor
Technical sheet
3. Profile fracture:
P = 1/load transfer * A * ζ st
where ζ st= 0.8 x* σst
P = 1/0.5 * (5 * 4 * 0.8* 350)
P = 5,600 kN
The maximum value in the event of fracture is 707 kN allowing for a load
transfer of 50%. The fracture due to the concrete shearing only amounts to 377
kN, however.
The values given in this example are only guideline values and should always
be verified by a c
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