Injection Mortar Compound Mortar Assembly Mortar 145ml

Injection mortar UPM 33 / UPM 33 Express

A ) Preparing the cartridge

1. Remove the sealing cap.
2. Tighten the static mixer. The mixing spiral in the static mixer must be clearly visible. Never use without static mixer!
3. Place the cartridge in the dispensing gun.
4. Squeeze out (approx. 10 cm long strand) until the emerging mortar is evenly colored. Mortar that is not evenly colored will not set and must be discarded.

Caution: Leave the static mixer on the cartridge after installation is complete.

If the processing time has been exceeded, use a new static mixer and remove any encrusted material from the cartridge opening.

Installation in masonry

B I ) Installation with perforated sleeve

Suitable for: Perforated bricks, solid bricks, perforated sand-lime bricks, solid sand-lime bricks, hollow blocks, pumice bricks, hollow ceilings and other perforated bricks.

1. Drill the hole. Observe the specified drilling diameter and drilling depth. For solid building materials, clean additionally: Blow out at least 2 x + brush 2 x + blow out 2 x. Poor drill hole cleaning = reduced load-bearing capacity!
2. Insert the perforated sleeve flush into the anchoring base.
3. Fill the injection mortar bubble-free from the bottom of the drill hole.
4. Then press the anchoring element into the base of the sleeve while turning it slightly.
5. Only load the anchoring after the prescribed curing time (see Table I).

B II ) Installation without perforated sleeve

Suitable for: Lightweight concrete, solid brick, solid sand-lime brick, aerated concrete, solid pumice, natural stone and other solid building materials. We recommend using a perforated sleeve in plastered masonry.

1. Drill the hole. Observe the specified drilling diameter and drilling depth.
2. Clean the drill hole thoroughly: Blow out at least 2 x + brush 2 x + blow out 2 x. Poor cleaning = reduced load-bearing capacity!
3. Fill the injection mortar bubble-free from the bottom of the drill hole (approx. 2/3 of the drill hole).
4. Then press the anchoring element into the bottom of the drill hole with a slight twisting motion. After setting the anchoring element, excess mortar must emerge at the mouth of the drill hole. If no mortar emerges at the surface, the threaded rod must be pulled out immediately and injection mortar injected again.
5. Do not load the anchoring until the prescribed curing time has elapsed (see Table I).

Attention: Depending on the building material, color changes may occur. Check at a suitable point beforehand

For overhead installation, fix the anchoring element with clamping wedges during the curing time of the mortar.

Store mortar in a cool and dry place. (+5°C to + 25°C)

Installation in concrete

C ) Drill hole preparation

1. Drill the hole. Observe the specified drilling diameter and drilling depth
2. Completely remove any water from the drill hole by blowing or vacuuming it out. Clean the drill hole thoroughly. Poor cleaning = reduced load-bearing capacity! For sizes M6 to M12 and hd ≤ 12 x d: Blow out 4 x vigorously with a hand blower (use an adapter for size M6). - For all other sizes and drilling depths: blow out 4 x with oil-free compressed air, p > 6 bar.
3. brush 4 x by machine. Clean dirty brushes. Check wear with brush gauge. Brush diameter must be larger than control diameter.
4. Blow out the drill hole again 4 x (see process step 2).
5. Fill the injection mortar bubble-free from the bottom of the drill hole (approx. 2/3 of the drill hole, see Table II). Use a ≥ 150 mm extension hose in confined spaces or where space is tight.

C I ) Pre-assembly

1. Press the anchoring element into the bottom of the drill hole with a slight twisting motion. After setting the anchoring element, excess mortar must emerge at the mouth of the drill hole. If no mortar emerges at the surface, the anchor rod must be pulled out immediately and injection mortar injected again.
2. Only load the anchorage after the prescribed curing time (see Table I).

C II ) Push-through installation

1. For push-through installation, the hole in the attachment must be filled with mortar.
2. Press the anchoring element into the bottom of the drill hole with a slight twisting motion. After setting the anchoring element, excess mortar must emerge at the mouth of the drill hole. If no mortar emerges at the surface, the anchor rod must be pulled out immediately and injection mortar injected again.
3. Only load the anchorage after the prescribed curing time (see Table I).

C III ) Installation with internally threaded anchor IST

1. Press in the IST internally threaded anchor flush with the surface using a slight twisting motion. After setting the anchoring element, excess mortar must emerge at the mouth of the drill hole. If no mortar emerges at the surface, the internally threaded anchor must be pulled out immediately and injection mortar injected again.
2. Only load the anchorage after the prescribed curing time (see Table I).

Table I ) Processing and curing time

* The curing times must be doubled in damp anchoring substrates.

Table II ) Installation data for Upat UPM-A anchor rods in concrete

Anchoring depths hef = min. drilling depths

** Not part of the approval Option 1

Table III ) Installation data Upat internally threaded anchor IST in non-cracked concrete