RM50 with Threaded Rods for Concrete (CFS+)

Products Bonded anchors CFS+ Cartridge Free System Polyester Resins CFS+ RM50 with Threaded Rods for Concrete (CFS+)

Universal polyester (styrene free) resin - European Approval for 15 substrates - Cartridge Free System (CFS+)

RM50 with Threaded Rods for Concrete (CFS+)

MT_INSTALLATION_TECHNICAL_ILLUSTRATION

Technical Data Sheet

RM50 with Threaded Rods for Concrete (CFS+) - Technical Data Sheet

Features and benefits

The most contemporary general use bonded anchor
Quick, secure and simple installation
Unique soft foil pack for less waste
Effortless extrusion due to the patented self-opening system with manual or battery dispenser guns
Product with wide spectrum of use in the medium load capacity area
Ideal for applications where mechanical anchors are not suitable
Suitable for multiple use. Partly used product can be reused after fitting new nozzle

Product information

Product Code	Resin	Description / Resin Type	Volume
Product Code	Resin	Description / Resin Type	[ml]
R-CFS+RM50-4	RM50	Styrene Free Polyester Resin	300
R-CFS+RM50-600-8	RM50	Styrene Free Polyester Resin	600

R-STUDS

Size	Product Code			Anchor		Fixture
	Steel class 5.8	Steel class 8.8	Steel grade A4	Diameter	Length	Hole diameter	Max. thickness t_fixfor:		Max. thickness t_fixfor:
				d	L	d_f	h_{nom, 6d}	h_{nom, 12d}	h_nom,min	h_{nom, max}
				[mm]	[mm]	[mm]	[mm]	[mm]	[mm]	[mm]
M8	R-STUDS-08110	R-STUDS-08110-88	R-STUDS-08110-A4	8	110	9	-	-	40	-
M8	R-STUDS-08160	-	R-STUDS-08160-A4	8	160	9	-	-	90	50
M10	R-STUDS-10130	R-STUDS-10130-88	R-STUDS-10130-A4	10	130	12	-	-	48	-
	R-STUDS-10170	-	R-STUDS-10170-A4	10	170	12	-	-	88	38
	R-STUDS-10190	-	R-STUDS-10190-A4	10	190	12	-	-	108	58
M12	R-STUDS-12160	R-STUDS-12160-88	R-STUDS-12160-A4	12	160	14	-	-	65	-
	R-STUDS-12190	-	R-STUDS-12190-A4	12	190	14	-	-	95	30
	R-STUDS-12220	-	R-STUDS-12220-A4	12	220	14	-	-	125	60
	R-STUDS-12260	-	R-STUDS-12260-A4	12	260	14	-	-	165	100
	R-STUDS-12300	-	R-STUDS-12300-A4	12	300	14	-	-	205	140
M16	R-STUDS-16190	R-STUDS-16190-88	R-STUDS-16190-A4	16	190	18	-	-	71	-
	R-STUDS-16220	R-STUDS-16220-88	R-STUDS-16220-A4	16	220	18	-	-	101	11
	R-STUDS-16260	-	R-STUDS-16260-A4	16	260	18	-	-	141	51
	R-STUDS-16300	-	R-STUDS-16300-A4	16	300	18	-	-	181	91
	R-STUDS-16380	-	R-STUDS-16380-A4	16	380	18	-	-	261	171
M20	R-STUDS-20260	R-STUDS-20260-88	R-STUDS-20260-A4	20	260	22	-	-	117	-
	R-STUDS-20300	-	R-STUDS-20300-A4	20	300	22	-	-	157	37
	R-STUDS-20350	-	R-STUDS-20350-A4	20	350	22	-	-	207	87
M24	R-STUDS-24300	R-STUDS-24300-88	R-STUDS-24300-A4	24	300	26	-	-	132	-
M30	R-STUDS-30380	R-STUDS-30380-88	R-STUDS-30380-A4	30	380	32	226	-	180	-

Base material

Non-cracked concrete C20/25-C50/60

For use also with

Natural Stone (after site testing)

Applications

Balustrading
Handrails
Canopies
Curtain walling

Installation guide

Installation guide

Installation guide

Installation guide

Installation guide

Installation guide

Installation guide

Installation guide

Installation guide

Installation guide

Installation guide

Drill hole to the required diameter and depth for stud size being used.
Clean the drill hole thoroughly with brush and hand pump at least four times before installation.
Insert foil into gun and attach nozzle.
Dispense to waste until even colour is obtained.
Insert the mixer nozzle to the bottom of the drill hole and inject resin, slowly withdrawing the nozzle as the hole is filled to 70% of its depth.
Immediately insert the stud, slowly and with slight twisting motion. Remove any excess resin around the hole before it sets and leave it undisturbed until the curing time elapses.
Attach fixture and tighten the nut to the required torque.

Installation data

R-STUDS

Size			M8	M10	M12	M16	M20	M24	M30
Thread diameter	d	[mm]	8	10	12	16	20	24	30
Hole diameter in substrate	d₀	[mm]	10	12	14	18	24	28	35
Hole diameter in fixture	d_f	[mm]	9	12	14	18	22	26	32
Min. hole depth in substrate	h₀	[mm]	h_nom + 5	h_nom + 5	h_nom + 5	h_nom + 5	h_nom + 5	h_nom + 5	h_nom + 5
Min. substrate thickness	h_min	[mm]	h_nom+ 2d₀	h_nom+ 2d₀	h_nom+ 2d₀	h_nom+ 2d₀	h_nom+ 2d₀	h_nom+ 2d₀	h_nom+ 2d₀
Installation torque	T_inst	[Nm]	10	20	40	80	120	180	300
Min. spacing	s_min	[mm]	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40
Min. edge distance	c_min	[mm]	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40	0.5 * h_nom ≥ 40
MINIMUM EMBEDMENT DEPTH
Min. installation depth	h_nom,min	[mm]	60	70	80	100	120	140	165
MAXIMUM EMBEDMENT DEPTH
Min. installation depth	h_{nom, max}	[mm]	100	120	145	190	240	290	360

Minimum working and curing time

RM50

Resin temperature	Concrete temperature	Curing time*	Working time
[°C]	[°C]	[min]	[min]
5	-20	-	-
5	-15	-	-
5	-10	-	-
5	-5	480	70
5	0	240	45
5	5	120	25
10	10	90	15
15	15	60	9
20	20	45	5
25	30	30	2
25	40	-	-

*For wet concrete the curing time must be doubled

RM50-S

Resin temperature	Concrete temperature	Curing time*	Working time
[°C]	[°C]	[min]	[min]
5	-20	-	-
5	-15	-	-
5	-10	-	-
5	-5	24 h	180
5	0	18 h	120
5	5	12 h	60
10	10	8 h	45
15	15	6 h	25
20	20	4 h	15
25	30	1.5 h	7
25	35	1 h	6
25	40	45	5

*For wet concrete the curing time must be doubled

RM50-W

Resin temperature	Concrete temperature	Curing time*	Working time
[°C]	[°C]	[min]	[min]
5	-20	24 h	45
5	-15	18 h	30
5	-10	8 h	20
5	-5	5 h	11
5	0	2 h	7
5	5	1 h	5
10	10	45	2
15	15	30	1.5
20	20	15	1
25	30	-	-
25	35	-	-
25	40	-	-

*For wet concrete the curing time must be doubled

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