R-KEM II with Threaded Rods for Masonry

Products Bonded anchors Injection Cartridges Systems Polyester Resins R-KEM II with Threaded Rods for Masonry

Universal polyester (styrene free) resin - European Approval for 15 substrates

R-KEM II with Threaded Rods for Masonry

MT_INSTALLATION_TECHNICAL_ILLUSTRATION

MT_INSTALLATION_TECHNICAL_ILLUSTRATION

Technical Data Sheet

R-KEM II with Threaded Rods for Masonry - Technical Data Sheet

Features and benefits

Available in a winter version with faster curing time. It can be used from -20°C.
Three colors - standard, stone & gray
The most convenient bonded anchor for general purpose use
Approved for 15 substrates
Quick, secure and simple installation
Product with wide spectrum of use in the medium load capacity area
Ideal for applications where mechanical anchors are not suitable
Easy dosage thanks to patented self-opening system and use of manual or electric gun
Option of use standard manual silicone gun
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-KEM-II-175	R-KEMII	Styrene Free Polyester Resin	175
R-KEM-II-300	R-KEMII	Styrene Free Polyester Resin	300
R-KEM-II-410	R-KEMII	Styrene Free Polyester Resin	410
R-KEM-II-300-W	R-KEMII-W	Low Temperature (Winter) / Rapid Cure Styrene Free Polyester Resin	300
R-KEM-II-300-S	R-KEMII-S	High Temperature (Summer) / Slow Cure Styrene Free Polyester Resin	300
R-KEM-II-175-SET	R-KEMII	Set with 4 studs and plastic sleeves	175
R-KEM-II-300-SET	R-KEMII	Set with 4 studs and plastic sleeves	300
R-KEM-II-300-STONE	R-KEMII	Stone colour Styrene Free Polyester Resin	300
R-KEM-II-410-STONE	R-KEMII	Stone colour Styrene Free Polyester Resin	410
R-KEM-II-300-GREY	R-KEMII	Grey colour Styrene Free Polyester Resin	300
R-KEM-II-410-GREY	R-KEMII	Grey colour Styrene Free Polyester Resin	410
R-KEM-II-300-SV	R-KEMII	Styrene Free Polyester Resin	300

R-STUDS

Size	Product Code			Anchor		Fixture
	Steel class 5.8	Steel class 8.8	Steel grade A4	Diameter	Length	Hole diameter
				d	L	d_f
				[mm]	[mm]	[mm]
M8	R-STUDS-08110	R-STUDS-08110-88	R-STUDS-08110-A4	8	110	9
M8	R-STUDS-08160	-	R-STUDS-08160-A4	8	160	9
M10	R-STUDS-10130	R-STUDS-10130-88	R-STUDS-10130-A4	10	130	12
	R-STUDS-10170	-	-	10	170	12
	R-STUDS-10190	-	-	10	190	12
M12	R-STUDS-12160	R-STUDS-12160-88	R-STUDS-12160-A4	12	160	14
	R-STUDS-12190	-	R-STUDS-12190-A4	12	190	14
	R-STUDS-12220	-	-	12	220	14
	R-STUDS-12260	-	-	12	260	14
	R-STUDS-12300	-	R-STUDS-12300-A4	12	300	14
M16	R-STUDS-16190	R-STUDS-16190-88	R-STUDS-16190-A4	16	190	18
	R-STUDS-16220	-	-	16	220	18
	R-STUDS-16260	-	-	16	260	18
	R-STUDS-16300	-	-	16	300	18
	R-STUDS-16380	-	-	16	380	18

Base material

Hollow Brick
Solid Brick
Hollow Sand-lime Brick
Solid Sand-lime Brick
Hollow Lightweight Concrete Block
Aerated Concrete Block

For use also with

Hollow-core Slab

Applications

Gates
Window elements
Canopies
Sanitary appliances
Railings
Handrails
Consoles
Ladders
Cable trays

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.
Solid substrates: Clean the drill hole thoroughly with brush and hand pump at least four times before installation.
Hollow substrates: insert mesh sleeve into the hole.
Insert cartridge into gun and attach nozzle.
Dispense to waste until even colour is obtained.
Solid substrates: 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.
Hollow substrates: Insert the mixer nozzle to the bottom of the drill hole and inject resin, slowly withdrawing the nozzle as the hole is filled to 100% 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

AERATED CONCRETE

Size			M8	M10	M12	M16
Thread diameter	d	[mm]	8	10	12	16
Hole diameter in substrate	d₀	[mm]	10	12	14	18
Installation torque	T_inst	[Nm]	3	4	6	10
Min. hole depth in substrate	h₀	[mm]	h_nom + 5	h_nom + 5	h_nom + 5	h_nom + 5
Min. installation depth	h_nom	[mm]	80	85	95	105
Min. spacing	s_min	[mm]	50	50	50	54
Min. edge distance	c_min	[mm]	50	50	50	54

CERAMIC SOLID SUBSTRATES

Size			M8	M10	M12	M16
Thread diameter	d	[mm]	8	10	12	16
Hole diameter in substrate	d₀	[mm]	10	12	14	18
Installation torque	T_inst	[Nm]	5	8	10	15
Min. hole depth in substrate	h₀	[mm]	h_nom + 5	h_nom + 5	h_nom + 5	h_nom + 5
Min. installation depth	h_nom	[mm]	80	85	95	105
Min. spacing	s_min	[mm]	50	50	50	54
Min. edge distance	c_min	[mm]	50	50	50	54

HOLLOW SUBSTRATES

Size			M8		M10		M12		M16
Thread diameter	d	[mm]	8	8	10	10	12	12	16
Hole diameter in substrate	d₀	[mm]	12	12	16	16	16	16	20
Installation torque	T_inst	[Nm]	3	3	4	4	6	6	10
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. installation depth	h_nom	[mm]	50	80	85	125	85	125	85
Min. spacing	s_min	[mm]	100	100	100	100	100	100	120
Min. edge distance	c_min	[mm]	100	100	100	100	100	100	120
Plastic mesh sleeve size		[mm]	12x50	12x80	16x85	16x130	16x85	16x130	20x85

Minimum working and curing time

R-KEM II

Resin temperature	Concrete temperature	Curing time*	Working time
[°C]	[°C]	[min]	[min]
5	-20	-	-
5	-15	-	-
5	-10	-	-
5	-5	8 h	70
5	0	4 h	45
5	5	2 h	25
10	10	1.5 h	15
15	15	1 h	9
20	20	45	5
25	30	30	2
25	35	-	-
25	40	-	-

*For wet concrete the curing time must be doubled

R-KEMII-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

R-KEMII-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

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