I am looking to use a Hilti stainless steel rod anchored into a external precast concrete wall panel. An aluminium rod will be threaded over the steel rod as shown in the image. What would be a solution to protect against galvanic corrosion?
I'm an Are Project Manager at the Clarence Correctional Centre and we would be interested in possibly running the Webinar a few times of a period of time to get greater coverage from project personnel.
Hi guys, What determines a "deep embedment" of rebar and when do we need to use the piston plugs?
Project; Parliament House Victoria. our company had some on site testing conducted a few years ago buy your engineer at the time i think his name was Joe, don't remember the surname.. the products in question was HIT-RE 500 and HIT-HY200, in…
Hi, How many times can I reuse the HUS3-H screw anchor? Thanks, Stewart
Hi, We'd like to anchor planter boxes onto a concrete slab. We are looking to avoid any holes through the base of the planter box, and as a result I was wondering if HILTI has a clip-on type of anchor system. Basically the anchor rod…
How can I use Profis Anchor Software to design for rebar? *question derived from previous offline enquiry
I need to attached a plate to concrete on the underside of a concrete beam. I was looking at the HVU2 capsules on the hilti.com.au website - M12 size. Two questions: Are these capsules okay to use when being installed overhead? Can they be lo…
Hi, do you have a document for me to refer to that shows the minimum distance from the edge of the concrete for the location of a screw anchor? Cheers, Stewart.
I have set up my model and input the loading into the model, however, the software does not start the calculation and did not give me the utilization rate. All the boundary conditions seem to be correct. How can I fix my model?
AEFAC Technical Note on post-installed rebar connections mentions a requirement for ETA approvals for adhesive anchors - do Hilti chemical anchors have ETAs? *question derived from previous offline enquiry
How do I order and download the Profis Software? *question derived from previous offline enquiry
Hi all, Can I install CP606 with a caulking gun? *question derived from previous offline enquiry
In Profis Software, why does it require the hole to be filled? It won't return a result if the hole is not filled. *question derived from previous offline enquiry
I intend to install 2 column jib cranes in my workshop and the crane manufacturer has specified qty 40 (for both columns) HSL-3 M12/25. The "Base information" provided, details that cracked & non concrete is acceptable. My question is w…
How do I choose the design method/standard in the Profis anchor software? *question derived from previous offline enquiry
Why is the cone failure disregarded in the rebar model for the design of post-installed rebar? *question derived from previous offline enquiry
Dear Srs, I kindly request you if you could provide information for the Post-installed rebar of N16 with basic anchorage depth Lsy, tb (mm) of (250 mm?) in a concrete f’c,cy = 40MPa and Confinement cd > 9.db. We have to post-install th…
The existing wall (150 thick) is around 50m high running north south direction. The new wall (200 thick, 4.5m long cantilever) running east west direction, needs to be connected to the existing wall from level 1 to level 10 (almost 33m high). Also,…
Hey guys, When installing post-installed rebar, can the HIT-HY 200 be a substitute for the HIT-RE 500 V3? *question derived from previous offline enquiry
I've had a look at your document for Hilti Retrofit collars (CFS-C P) approval and it appears to be only for plasterboard walls. Can this be used for concrete block wall? *question derived from previous offline enquiry
Could you please send me design of post-installed and cast-in fastenings in concrete brochures please. Please treat this message urgent. regards Idris
For PROFIS Rebar software; are you planning on introducing a feature for adjusting the embedment lengths similar to PROFIS Anchor software?
How do I register for the Live Webinar to be held on 2nd August, 2018? *offline enquiry
For a design of post-installed rebar to be done as uncracked concrete, does the slab need to consist of top reinforcement?