fischer
FIS EM Plus

ETA-17/1056 EAD 331522-00-0601
Post-installed rebar connection (TR23)

ETA-17/0979 EAD 330499-01-0601
Option 1 for cracked concrete
Seismic performance category C1, C2

ESR-1990

See ICC-ES Evaluation Report at www.icc-es.org

Fire resistance classification R 240 Anchor Types see test report

Operating instructions

Dry concrete	Water saturated concrete	Contaminated drill hole	Water filled borehole	Drillhole under water

Cracked concrete	Non-cracked concrete	Reinforcement connection	Required torque	Open time

Hardening time	Anchor rods	Internal thread anchors	Reinforcement rod, Reinforcement anchor	Scale divisions

	twork FIS EM Plus	tcure FIS EM Plus
–  5 °C – ±  0 °C	240 min.	200 h
> ±  0 °C – +  5 °C	150 min.	90 h
> +  5 °C – + 10 °C	120 min.	40 h
> + 10 °C – + 20 °C	30 min.	22 h
> + 20 °C – + 30 °C	14 min.	10 h
> + 30 °C – + 40 °C	7 min.	5 h

FIS A, RG M	10, 11, 15-17
RG M I	12, 15, 17
Rebar, FRA	13-16
FIS A, RG M, RG M I, Rebar	18-23

	Art. No.
390 ml	FIS DM S	511118	FIS MR Plus
	FIS AM	058000
	FIS DCD S	543629
	FIS AP	058027
585 ml	FIS DM S-L	510992	FIS UMR
	FIS DP S-L	511125
1500 ml	FIS DP S-XL	512401

FIS A

RG M

FIS A, RG M

---

RG M I

RG M I

---

Rebar

FRA

Rebar, FRA

---

FIS A

RG M I

Rebar

FRA

FIS A, RG M I, Rebar, FRA

---

FIS A

Rebar

FRA

FIS A, Rebar, FRA

---

RG M I

RG M I

---

Installation instruction

see ICC-ES Evaluation Report No. 1990
at www.icc-es.org

fischer adhesive anchoring system FIS EM Plus

fischer FIS EM Plus is an epoxy adhesive anchoring system for fastenings in normal weight concrete.
Important: Before use, read and review the installation instructions and the SDS (safety data sheet).
Do not use expired adhesive. Minimal concrete temperature - 5°C (23°F).

Drilling and cleaning the hole
(hammer drilling with standard drill bit)

1 Drill the hole. Nominal drill hole diameter d₀ and drill hole depth h₀ see Tables II, III, IV or VI, VII, VIII respectively.
2a Cleaning of the drill hole (not applicable for under-water installation): Blow out the drill hole twice, with oil free compressed air (p ≥ 6 bar / 87 psi).
2b For underwater installation only: Flush the drill hole with clean water until it flows clear.
3 Brush the drill hole at least twice, brush type see Table I or V respectively.
For drill hole diameter ≥ 30 mm / 1 1/2 inch use a power drill. For deep holes use an extension.
4a Cleaning of the drill hole (not applicable for under-water installation): Blow out the drill hole twice, with oil free compressed air (p ≥ 6 bar / 87 psi).
4b For underwater installation only: Flush the drill hole with clean water until it flows clear.
→ Go to step 6.

Drilling and cleaning the hole
(hammer drilling with hollow drill bit)

1 Check a suitable hollow drill for correct operation of the dust extraction.
2 Use a suitable dust extraction system, e. g. fischer FVC 35 M or a comparable dust extraction system with at least equivalent performance data (volume flow at the hose end ≥ 36 l/s / 1.27 cfs).
Drill the hole with hollow drill bit. The dust extraction system has to extract the drill dust nonstop during the drilling process and must be adjusted to maximum power. Nominal drill hole diameter d₀ and drill hole depth h₀ see Tables II, III, IV or VI, VII, VIII respectively.
→ Go to step 6.

Drilling and cleaning the hole
(wet drilling with diamond drill)

1a Drill the hole. Drill hole diameter d₀ and nominal drill hole depth h₀ see Tables II, III, IV or VI, VII, VIII respectively.
1b Break the drill core and remove it.
2 Flush the drill hole with clean water until it flows clear.
3 Blow out the drill hole at least twice, using oil free compressed air (p ≥ 6 bar / 87 psi).
4 Brush the drill hole at least twice using a power drill, brush type see Table I or V respectively.
5 Blow out the drill hole at least twice, using oil free compressed air (p ≥ 6 bar / 87 psi).

Preparing the cartridge

6a Remove the sealing cap.
6b Screw on the static mixer (the spiral in the static mixer must be clearly visible).
7 Place the cartridge into the dispenser.
8 Extrude approximately 10 cm / 4 inch of material out until the resin is evenly grey in colour. Do not inject mortar that is not uniformly grey.

Cartridge	Dispenser	Item No.	Static mixer
390 ml	FIS DM S	511118	FIS Mixer Red Plus
	FIS DCD S	543629
	FIS AP	058027
585 ml	FIS DM S-L	510992	FIS Ultra Mixer Red
	FIS DP S-L	511125
1500 ml	FIS DP S-XL	512401

Injection of the mortar

9 Fill approximately 2/3 of the drilled hole with mortar. Always begin from the bottom of the hole and avoid air pockets or voids. For drill hole depth
h₀ ≥ 150 mm / 6 inch use an extension tube.
For overhead installation, deep holes
(h₀ > 250 mm / 10 inch) or drill hole diameter
(d₀ ≥ 40 mm / 1 1/2 inch) use an injection-adapter
see Table I or V respectively.

Installation of anchor rods or fischer internal threaded anchors RG M I

10 Only use clean and oil-free metal parts. Mark the setting depth on the anchor rod. Push the anchor rod or fischer internal threaded anchor RG M I down to the bottom of the hole, turning it slightly while doing so.
11 After inserting the anchor element, excess mortar must be emerged around the anchor element.
12 For overhead installations support the anchor element with wedges (e. g. fischer centering wedges) or fischer overhead clips. For push through installation fill the annular gap with mortar.
13 Wait for the specified curing time t_cure see Table IX. Mounting the fixture max. T_inst see Tables II, IV or VI, VIII respectively.

Option  After the minimum curing time is reached, the gap between anchor element and fixture (annular clearance) may be filled with mortar via the fischer filling disc FFD.
Compressive strength ≥ 50 N/mm² / 7250 psi (e.g. fischer injection mortars FIS HB, FIS SB, FIS V, FIS EM Plus).
ATTENTION: Using fischer filling disk FFD reduces t_cfix (usable length of the anchor).

Installation reinforcing bars

10 Only use clean and oil-free reinforcing bars. Mark the setting depth. Turn while using force to push the reinforcement bar into the filled hole up to the setting depth mark). When the setting depth mark is reached, excess mortar must be emerged from the mouth of the drill hole.
11 Wait for the specified curing time t_cure see Table IX.

Table I.
Drill hole diameter / Accessories for metric sizes.

Table II.
Metric threaded rods.

Table III.
Metric reinforcing bars.

1) Torque moment only required when using threaded reinforcing bars to resist seismic loading.

Table IV.
Metric internal threaded anchors.

Table V.
Drill hole diameter / Accessories for fractional sizes.

Table VI.
Fractional threaded rods.

Table VII.
Fractional reinforcing bars.

1) Torque moment only required when using threaded reinforcing bars to resist seismic loading.

Table VIII.
Fractional internal threaded anchors.

Table IX.
Processing and curing times.

Store mortar in a cool dry place.
1) Minimal cartridge temperature + 5 °C / + 41 °F.

Brush with extension                                 Compressed air pistol

                             

Static mixer FIS MR Plus / FIS UMR and extension tube

Injection adapter

Contact

fischerwerke
GmbH & Co. KG
Klaus-Fischer-Straße 1
72178 Waldachtal
Germany
Phone +49 7443 12-0
www.fischer.de
info@fischer.de

       

www.fischer.de

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00182253 · 01/2021 · [ajm] · EL · Printed in Germany
We cannot be responsible for any errors, and we reserve the right to make technical and range modifications without notice.

www.fischer-international.com
www.fischer.de

Documents / Resources

fischer FIS EM Plus Injection Mortar [pdf] Instruction Manual FIS EM Plus Injection Mortar, FIS EM Plus, Injection Mortar, Mortar

References

• User Manual