Example of an industrial floor with saw cuts

before 1980

Technology before 1980

Floor slab of 1600m² with saw cuts each 5 meters = 720 meters possible jointing problems.

To solve the shrinkage problem, they have broken down the floor by the sawing. In fact they have created a new big jointing problem. In the case of forklift traffic, saw cuts are always the wrong decision because of missing load transfer and edge protection. The edges will crumble off due to dynamic charges and wheel impact and together with static loads vertical movement of the floor slabs is possible. On very short term the floor will be damaged seriously, unsafe and even unusable.

Example of a joint-free floor slab with expansion joints. Beside the reduction of the jointing problems with +/- 75%, expansion joints still generates several other advantageous characteristics.

1980

Using expansion joints to take up the shrinkage of the concrete

The saw cuts are replaced by expansion joints at the edges of the floor slab. In this example, the floor slab measures 40x40 metres (1600 m²) with 160 linear metres expansion joints. The jointing problem is reduced with 78% in comparison with saw cuts. At first sight, this looks a good solution. However, the effectivity is strongly dependent on the intensity of forklift traffic and the types (hardness) of wheels. (see infra/below)

Expansion joints permits the free horizontal movement of the floor. The shrinkage as a result of the drying process of the concrete is taken up.Crack formationwill be avoided and saw cuts are unnecessary. Once the dilatation process is stabilised the joint only will expand or retract slightly by extreme fluctuating temperatures. However, this phenomenon will only occur in outside floors. So, the existing opening gap of the expansion is the result of the shrinkage process and the size of the gap depends on the dimensions of the floor slab. The bigger the joint free slabs, the bigger the opening gap of the expansion joint. The crimping of a floor slab is strongly dependent on a number of thermal variables like climatic circumstances, type of reinforcement as well as the quality and wetness of the concrete. The average shrinkage varies  between 0,3 to 0,5 mm/meter. Joint free floor slabs of 30x30 metres will create a gap opening from 0,9 up to 1,5 cm. So the shrinkage problem of the concrete is controlled by the expansion joint but another potential problem (in case off forklift traffic) that should not be underestimated is created. That problem is the joint opening. (see infra/below).

An expansion joint realises load transfer and prevents vertical movement of the floor slab.   The construction of the expansion joint ensures the floor slab panels are connected and entwined with each other thus preventing any vertical movement of the floor. In addition, the expansion joints realise load transfer from one slab to another that extends the life span of the floor.  The more solid and continuous the connection of the expansion joint, the more efficient and effective the load transfer. Because of this, continuous joints have much better performance than discontinuous joints.  

An expansion joint protects the edges of the floor slabs. This unfortunately is not sufficient for certain fork lift traffic.  An expansion joint is also used as a day joint. This allows the finishing of floor sections according to a daily or longer term deployment schedule or where there is limited concrete pour supplies. It is feasible to continue construction on an abutting section without the risk of cracking of poor attaching of the concrete. A correctly leveled out expansion joint is also an aid to the finishing of the floor.

2007

The Sinus Slide® solution

Despite the above explained advantageous characteristics, traditional linear joints have one big problem which is the joint opening. In each logistic centre with forklift traffic the (hard) wheels will fall in the opening gap. These always returning shock impacts cause damage on floor, joint, handling equipment, transported goods and even on forklift operators.

The harder the forklift wheel, the higher the loads, the higher the speed, results in a higher  wheel pressure and the harder the shock impact. There is a tendency in the logistic world that forklift wheels are coming smaller and harder  and that loads and speeds of forklifts are increasing. Our Sinus Slide® joint is evolving together with this tendency.


Whereas other producers try to reinforce the joint, HCJ found the solution in eliminating the cause. With the Sinus Slide® solution (patent pending) there is continuous support between wheels and floor in the most effective proportion. Because of this, wheels are sliding noiseless and vibration- and shock free from one floor slab panel to another without any change on damage and with previously unknown comfort for operator and machine. The Sinus Slide® solution saves yearly dozens of thousand euro’s in maintenance costs and contributes to  a safe and comfortable working environment. For more detailed information concerning the Sinus Slide® solution we refer to the page “products – HC-Omega Sinus Slide®”.

2012

The Cosinus floor concept

With the Cosinus floor concept , the ideal characteristics of the Sinus Slide®  solution are preserved but without the traditional dowel and anchoring system. Load transfer is realised by the flooritself and not by dowel connections. When taking up the shrinkage process the Cosinus floor concept creates vertical columns simultaneously on both sides in the floor which slides over each other. This technique permits the sliding of the two floor parts over each other (horizontal dilatation) and realise at the same time  an optimal connection and limits the vertical movement of the 2 parts. The floor has taken over the load transfer function of the joint. That’s why we say “the joint is the floor – the floor is the joint”. For more information visit the page “products-Cosinus” and look at the extensive video animation explaining in detail  this Cosinus principle. You also find this animation here below and on our homepage.

With this, we think the final stage in dilatation technology for industrial floors is achieved. Better is simply not possible with actual law of nature and mathematic knowledge. However, innovation is the keyword in our company philosophy. The never ending search for solutions and new ideas is our challenge. Who knows, maybe one day we come with a sequel on this overview.

non-linear computer simulation

2015

Stability verification Cosinus Slide©

However, having invented and introduced this revolutionary jointing

solution we decided to go one step further and tackle one of the most dogmatic principles in floor design.

All existing published guidance documents, regarding concrete flooring, explain that the weakest point of a floor is the joint and that load transfer at the joint must be calculated separately.

But  now, after demonstrating the excellent load transfer mechanism in several job sites all over the world, HCJ can prove the load transfer potential of Cosinus slide® profiles with calculations, based on non-linear simulations and laboratory testing in different concrete grades and slab thicknesses. Using the different load cases that occur on the floor, we are now able to check in detail the load transfer at the joint.

Until now, most of the  design engineers  made assumptions regarding the load transfer capacity of  contraction joint profiles.  Today, HCJ can now prove it!…  Again a new era in designing and industrial flooring technology has started.

before 1980

Technology before 1980

1980

Using expansion joints to take up the shrinkage of the concrete

2007

The Sinus Slide® solution

2012

The Cosinus floor concept

2015

Stability verification Cosinus Slide©