Profile pentru rosturi utilizate la pardoselile din beton HCJ HC-Omega Sinus Slide

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HENGELHOEF CONCRETE JOINTS A new era in industrial flooring technology HC-Omega (Sinus Slide®) armour joints Technical sheet Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be page. 1 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint Table of Contents: Description .......................................................... 3 Characteristics .................................................... 4 Product overview ................................................. 5 Technical specifications Product sheets .............. HC-Omega 1 row of anchors .................................. 6 HC-Omega 2 rows of anchors ................................ 7 HC-Omega Sinus Slide ® ....................................... 8-9 Accessories ......................................................... 10 Load transfer ....................................................... 11 Testing ........................

........................................ 12 Test setup............................................................... 12 Test results ............................................................. 12 Sample calculation .............................................. 13 Installation instructions ........................................ 17 Maintenance and finishing ................................... 18 Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be page. 2 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint Description The HC-Omega construction and expansion joint is made of two continuous cold-rolled profiles in 5 mm thick SJ235JRG2 steel. These profiles fit together tightly due to their clever, standardised form. For anchoring into concrete, these profiles are provided with ø10 mm, 125 mm long anchor bolts that are automatically welded on every 200 mm using resistance butt weldin

g. The top sides of the profiles are milled after being assembled to guarantee practically perfect flatness and straightness. The profiles are connected together using wing bolts with plastic nuts that do not need to be removed after being put in place. The profiles are assembled with an overlap of 15mm so that the next profile can easily be connected to the previous profile during installation. The profile is made in standard lengths of 3 m and is available in heights from 120 to 300 mm. We provide custom solutions above 300 mm. With their continuous form, these profiles prevent strain being concentrated during load transfer. This means that a higher and more smoothly load transfer is possible in comparison to discontinuous profiles. 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. B

y 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® joint 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 industrial 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. Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 in

fo@hcjoints.be page. 3 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint Characteristics  Free horizontal expansion and contraction of the industrial floor. As the poured concrete dries, the inevitable contraction is taken up by the horizontal spreading of the HC-Omega expansion joint. This prevents the formation of cracks as a result of the drying process. This crack formation also occurs if a hole is cut into the floor too late, which is unnecessary with the installation of a dilatation joint.  Preventing vertical movement The minute tolerances between the profiles and the typical Omega form connection prevent the slightest vertical movement between the separate floor sections that are created. The steel profiles also ensure the elastic behaviour of the joint.  Load transfer With forklift traffic, the HC-Omega expansion joint provides a transfer of loads from one floor section to another. This means that the floor is less subject to wear, the ch

ance 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 maximum loads are handled with minimum deformation.  Edge protection. The 5 mm thick steel profiles and especially the Sinus Slide® joint give maximum edge protection. The Sinus Slide® joint will not only create an unprecedented level of comfort but will also avoid any crumbling of the edges of the floor sections.  Construction joint profile The HC-Omega profiles are placed according to a layout plan with limited dimensions to separate the different floor sections. We advice floor slabs 30x30 meters in order to limit the opening gap of the joints to maximum 15 mm. The sections can then be poured a

nd finished according to the daily schedule.  Easy installation and compatible. The HC-Omega expansion joint is quite easy and quick to install according to the installation instructions given below in this technical documentation. The HC-Omega is 100% compatible with the HC-Omega Sinus Slide® Joint for every available height.  Compliant with the European directive 2002/44/EC. The Sinus Slide® joint 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. Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be page. 4 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint Product overview Type 1 Type 2 HC-omega armour joint with 2 x 1 row anchor bolts Type

3 HC-Omega armour joint with 2 x 2 rows anchor bolts HC-Omega Sinus Slide® Joint with 2 x 2 row anchor bolts Technical specifications of the HC-Omega armour joint 1 2 3 Thickness Steel grade Length Type of anchor bolts Production Steel construction Profile height Finishing Fastening Concrete reinforcement Fittings Auxiliary equipment Straightness of horizontal surface Straightness of vertical surface Shock-free transfer 2 x 5 mm SJ235JRG2 3m 3m 2.997 m Ø10 lg 125 mm Ø10 lg 125 mm Ø10 lg 125 mm 2 x 5 pieces/m 2 x 10 pieces/m 2 x 10 pieces/m Automatically welded Automatically welded Automatically welded Cold rolled for optimal tolerances in construction Untreated natural steel electro-galvanized Stainless steel by request 120-200 mm 180-300 mm 120-300 mm Other dimensions by Other dimensions by Other dimensions by request request request Top side milled 15 mm overlap at the end for smooth connections Attached with M6 x 20 wing bolts and polyamide plastic nuts. These attachments

must not be removed after installation. The tensile force of the concrete breaks the connection with the polyamide nut. Both concrete with steel mesh and fibre reinforced concrete T- and X-shaped intersections Tool for height adjustment and placement 1 mm / 3 m 2 mm/3m N N Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be YES page. 5 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint TYPE 1 HC-Omega type 1 = ax5 with 2x1 rows of anchors Type and height a (mm) of joint External Internal (male) (female) Omega profile Omega profile b (mm) a (mm) Floor thickness (mm) c (mm) Weight (Kg/m) Max Metres pro pallet Compatible with HC-Omega 120 120 120 130-140 54 15,13 126 HC-Omega Sinus Slide® 120 HC-Omega 140 140 140 150-160 68 16,71 108 HC-Omega 150 150 140 160-170 68 17,09 108 HC-Omega 160 160 140 170-180 68 17,47 108 HC-Omega 180 180 180 190-200

75 19,85 90 HC-Omega 200 200 200 210-220 83 21,41 90 HC-Omega Sinus Slide® 140 HC-Omega Sinus Slide® 150 HC-Omega Sinus Slide® 160 HC-Omega Sinus Slide® 180 HC-Omega Sinus Slide® 200 Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be page. 6 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint TYPE 2 HC-Omega type 2 = ax5 with 2x2 rows of anchors Internal (male) Omega profile b (mm) external (female) Omega profile c (mm) Floor thickness (mm) d (mm) e (mm) Weight (Kg/m) Max Metres pro pallet HC-Omega (+) 150* 140 150 160-170 68 - 17,95 108 HC-Omega Sinus Slide® 150 HC-Omega (+) 160* HC-Omega (+) 180* HC-Omega (+) 200* HC-Omega (+) 220 HC-Omega (+) 240 HC-Omega (+) 260 HC-Omega (+) 280 HC-Omega (+) 300 140 160 170-180 68 - 18,34 108 180 180 190-200 75 - 20,70 90 200 200 210-220 83 - 22,26 90 200 200 230-240 83 30 22,73 81 200

200 250-260 83 50 23,04 81 200 200 270-280 83 70 23,35 63 200 200 290-300 83 90 23,66 63 200 200 310-320 83 110 23,97 63 HC-Omega Sinus Slide® 160 HC-Omega Sinus Slide® 170 HC-Omega Sinus Slide® 200 HC-Omega Sinus Slide® 220 HC-Omega Sinus Slide® 240 HC-Omega Sinus Slide® 260 HC-Omega Sinus Slide® 280 HC-Omega Sinus Slide® 300 Type and height a (mm) of joint Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be Compatible with page. 7 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint TYPE 3 Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be page. 8 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint HC-Omega Sinus Slide® type 3 = ax5 standard with 2x2 row of anchors Type and height a (mm) of joint HC-Omega Sinus Slide® 120 HC-Omega Sinus Slide®

140 HC-Omega Sinus Slide® 150 HC-Omega Sinus Slide® 160 HC-Omega Sinus Slide® 180 HC-Omega Sinus Slide® 200 HC-Omega Sinus Slide® 220 HC-Omega Sinus Slide® 240 HC-Omega Sinus Slide® 260 HC-Omega Sinus Slide® 280 HC-Omega Sinus Slide® 300 Real height of the joint a (mm) 130* Floor thicknes (mm) b (mm) c (mm) d (mm) Weight (Kg/m) 130-140 54 75 - 18,03 Max Metres pro pallet 120 Compatible with 143* 150-160 68 75 - 19,38 108 HC-Omega 140 150 160-170 68 75 20 19.69 108 HC-Omega 150 HC-Omega (+) 150 160 170-180 68 75 30 19,84 108 HC-Omega 160 HC-Omega (+) 160 180 190-200 75 75 40 20,69 90 HC-Omega 180 HC-Omega (+) 180 200 210-220 83 75 55 21,01 90 HC-Omega 200 HC-Omega (+) 200 220 230-240 83 75 75 21,32 81 HC-Omega 220 HC-Omega (+) 220 240 250-260 83 115 40 25,16 81 HC-Omega 240 HC-Omega (+) 240 260 270-290 83 115 65 25,47 81 HC-Omega 260 HC-Omega (+) 260 280 290-300 83 115 85 25,78 63 HC-Omega 280

HC-Omega (+) 280 300 310-320 83 115 105 26,09 63 HC-Omega 300 HC-Omega (+) 300 HC-Omega 120 *to make the Sinus Slide® joint compatible with the traditional straight HC-Omega joint the real height differs slightly. Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be page. 9 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint Accessories 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 Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be page. 10 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint Load transfer The load transfer by the profile depends on a number of factors o A primary factor is a position variable. This indicates the

position of the load relative to the joint and support.  Fv= P x (L-A)  L o A second factor is the size of the load in proportion to the thickness of the floor. Load transfer is only provided from the moment that the load is large enough to move or deform the floor section until any play between the sections has been taken up. Small load Large load o A third factor that affects load transfer is the foundation. With a massive foundation, the loads will be supported by the foundation. In the case of a floor on piles, the load will have to be fully supported by the profile. Unstable foundation Massive foundation If a load is placed on the edge of a slab, the strain in the concrete is about 50% higher than a load in the middle of the slab. The expansion joint compensates this increase and will transfer up to 100% of this load to the adjoining slab, depending on the foundation, the position and size of the load. Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat

158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be page. 11 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint Testing The joints have been tested to their maximum capacity by the Magnel lab associated with the University of Ghent. Test setup It was decided to test the joint without support such that the load transfer through the joint was maximized. The joint was placed in a test specimen with dimensions 1 m x 1.05 m. The joint openings of 10 mm and 20 mm were tested. For the concrete, a test was done with non-reinforced concrete (c30/37) and with fibre 3 reinforced concrete (45 kg fibres/m ). Test results Type Anchors upper/lower HC-Omega 140 HC-Omega 140 HC-Omega 180 HC-Omega 180 HC-Omega 180 HC-Omega 180 Upper Upper Upper Upper Upper + lower Upper + lower Openi ng (mm) 10 20 10 20 10 20 Concrete height (mm) 150 150 200 200 200 200 Fibre reinforced concrete (y/n) N N Y Y Y Y Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstra

at 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be Failure load kN 90 120 160 197 272 244 page. 12 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint Sample Calculation Analysis of the different ways the joint failed Technical data           Concrete thickness H: 160 mm Height of the profile: h= 140 mm. Anchor failure strength: σank 450 N/mm2 Failure strength of steel σst = 350 N/mm2 Characteristic compression strength of the concrete fck = 25 N/mm2 Anchor diameter ø10 mm Load transfer 50% P = force per length unit nank = Number of anchors per length unit ζ= shear stress Different ways of failure Hc-Omega with one row of anchors 1. Failure of the concrete due to shear: 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. Failure of the anchors on the side of the nose P = 1/load transfer * (a * 2 * ζ + Aank* nank * ζ ank) where ζ ank=

0.8 x* σank Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be page. 13 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint P = 1/0.5 * (70 * 2 * 0.05 * 25 /1.5 + 102 * Л/4 * 6 * 0.8* 0.45) P = 504 kN 3. Failure of the profile P = 1/load transfer * A * ζ st where ζ st= 0.8 x* σst P = 1/0.5 * (5 * 4 * 0.8* 350) P = 11,200 kN 4. Failure of the anchors on the flat side P = 1/load transfer * (a * ζ + Aank* nank * ζ ank) where ζ ank= 0.8 x* σank P = 1/0.5 * (20 * 0.05 * 25 /1.5 + 102 * Л/4 * 6 * 0.8* 0.45) P = 372 kN For the given example, the load applied along the joint could reach 372 kN taking into account that 50% of this charge is transferred. Hc-Omega with two rows of anchors 1. Failure of the concrete due to shear: 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. Failure of the anchors on the side

of the nose P = 1/load transfer * (a * 2 * ζ + Aank* nank * ζ ank) where ζ ank= 0.8 x* σank P = 1/0.5 * (70 * 2 * 0.05 * 25 /1.5 + 102 * Л/4 * 10 * 0.8* 0.45) P = 730 kN Technical sheet HC-Omega Sinus Slide® joint Hengelhoefstraat 158 B 3600 GENK (Belgium) Tel +32 89 323980 info@hcjoints.be page. 14 of 18 www.hcjoints.eu Technical sheet HC-Omega (SinusSlide®) armour joint 3. Failure of the profile P = 1/load transfer * A * ζ st where ζ st= 0.8 x* σst P = 1/0.5 * (5 * 4 * 0.8* 350) P = 11,200 kN 4. Failure of the anchors on the flat side P = 1/load transfer * (a * ζ + Aank* nank * ζ ank) where ζ ank= 0.8 x* σank P = 1/0.5 * (20 * 0.05 * 25 /1.5 + 102 * Л/4 * 10 * 0.8* 0.45) P = 598 kN For the given example, the load applied along the joint could reach 598 kN taking into account that 50% of this charge is transferred. However the failure of the concrete will be at 377 kN The values given in this example are only indicative values and must always be verified