CRC JOINTCAST

 

In his latest post, our Development Manager, Bendt Aarup, introduced the origin and concept behind JointCast—Hi-Con's special 'superglue' for fusing elements on-site into monolithic structures.

 

In this post, Bendt uses a few application cases to explain some of the challenges and considerations that need to be addressed to successfully use the JointCast material at the project level.

 

The Catharina Bridge in Leiden and the staircase at Per Aarsleff are good examples here.

 

They exemplify both the advantages and challenges of using JointCast and the creativity required to achieve a good result, structurally and, perhaps even more importantly, in terms of installation and aesthetics.

 

In both cases, the main reason for using JointCast is the large size of the final structure. Since Ultra High Performance Concrete (UHPC) CRC i2® cannot be cast on-site, element handling and transportation are limited to the size of individual elements. This is compensated for by using JointCast to fuse the elements so they structurally function as if they had been a monolithic piece. This is the greatest advantage of JointCast.

 

What is Ultra High Performance Concrete?

THE PER AARSLEFF STAIRCASE

CRC i2

SO HOW ARE THE CHALLENGES ADDRESSED?

 

Several challenges are related to the same task: casting the joint.

 

When joining two elements with normal installation tolerances, there will be misalignment. The width of the joint makes it somewhat easier to visually smooth out, but it will never be a perfect shape, just as formwork on-site can shift and cause small deviations from the intended form.

 

To minimize the necessary effort and finish the joints, the JointCast section is often cast 5 mm to be flush with the adjacent elements. This allows a painter to use repair filler, injection mortar, or similar to shape the transition between the elements without needing to sand away excess JointCast material—saving time.

 

The formwork is typically customized for each joint and ordered along with the formwork parts. When the above method is used for finishing, the formwork is attached with self-tapping screws drilled directly into the edges of the adjacent elements.

 

Of course, this means that the entire surface must be sanded down and painted to cover holes, patches of repair material, polished sections, etc. This is often the chosen option to handle the aesthetic issue—as was the case with the parapet of the Per Aarsleff staircase. The steps are not connected with JointCast, so the top surface remains the smooth, cast, soap-washed CRC i2® surface.

THE CATHARINA BRIDGE

CRC Jointcast

In addition to the structural and aesthetic considerations in the final phase, the schedule must also be taken into account. JointCast develops strength very quickly in warm weather, and there have been instances where a structure was put into use only two days after JointCast was cast.

 

However, the material is quite temperature-sensitive, and in cold weather, temporary supports may need to remain in place for several weeks while the on-site temperature is monitored and used to calculate the ongoing accumulated maturity.

 

All the aforementioned aspects, from the design of element geometry, divisions, and reinforcement, to the casting and finishing of the joints, and the surface finish to the execution schedule, must be considered during the project preparation phase. This is typically an iterative process between the client, consultants, contractor, and Hi-Con—culminating in a formulated and agreed-upon execution plan, usually even before an order for the building is placed.

 

But don't let that scare you—at Hi-Con, we have more than 15 years of experience using the material and will guide you through the process—so continue to challenge us: If you can imagine it, we'll find an innovative way to realize it!

READ MORE ABOUT ULTRA HIGH PERFORMANCE CONCRETE

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