POLY-GP

General Purpose Resin Mortar

Chemical anchor for use in concrete and masonry. Specially formulated for light or medium duty fixing into hollow or solid base materials.

Poly-GP300 is easy to use and fast curing, it enables good performance when used in applications such as fixing architectural steel work, cable trays, hand rails and gates.

Technical Data Sheet

CE Marking

ETA

Wet environnement using

Indoor

Outdoor

Dist. bord et entraxe faible

Product Details

Images

Features

Material

Styrene free polyester
Use with Simpson Strong-Tie threaded rod (LMAS) : galvanised steel and stainless A4-70

Benefits

Fast curing.
Non-flammable.
Low odour.
Colour changes when cured.

Application

Header member

Hollow or solid masonry.

For Use With

Blinds
Hinges
Air conditioners
Satellite Dishes
Boilers

Technical Data

Références

References	Product information
References	DB nr.	NOBB nr.	Grey color	Beige color	Content [ml]	Weigth [kg]	Packaging qty [pcs]
POLYGP300G-FR	-	-	x	-	300	0.586	12
POLYGP300B-FR	-	-	-	x	300	0.586	12
POLYGP420B-FR	-	-	-	x	420	0.842	12

Design resistance – Tension – NRd [kN] – Carbon steel 5.8

References	Design resistance – N_Rd – Carbon steel 5.8 [kN]
	Non-cracked concrete
	h_ef = 8d				h_ef = 12d
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
POLY-GP + LMAS M8	4.6	5	5.3	5.5	6.9	7.4	7.9	8.2
POLY-GP + LMAS M10	7.7	8.3	8.8	9.1	11.5	12.4	13.2	13.7
POLY-GP + LMAS M12	10	10.9	11.6	12	15.1	16.3	17.3	17.9
POLY-GP + LMAS M16	14.3	15.4	16.4	17	21.4	23.2	24.7	25.5

Concrete :
1. The design loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmaL +\sigmaR ≤ 0. In the absence of detailed verification\sigmaR = 3 N/mm² can be assumed (\sigmaL equals the tensile stress within the concrete induced by external loads, anchors loads included).

Design resistance – Tension – NRd [kN] – Stainless steel A4-70

References	Design resistance – N_Rd – Stainless steel A4-70 [kN]
	Non-cracked concrete
	h_ef = 8d				h_ef = 12d
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
POLY-GP + LMAS M8	4.6	5	5.3	5.5	6.9	7.4	7.9	8.2
POLY-GP + LMAS M10	7.7	8.3	8.8	9.1	11.5	12.4	13.2	13.7
POLY-GP + LMAS M12	10	10.9	11.6	12	15.1	16.3	17.3	17.9
POLY-GP + LMAS M16	14.3	15.4	16.4	17	21.4	23.2	24.7	25.5

Design resistance – Shear – VRd [kN] – Carbon steel 5.8

References	Design resistance – V_Rd – Carbon steel 5.8 [kN]
	Non-cracked concrete
	h_ef = 8d				h_ef = 12d
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
POLY-GP + LMAS M8	7.2	7.2	7.2	7.2	7.2	7.2	7.2	7.2
POLY-GP + LMAS M10	12	12	12	12	12	12	12	12
POLY-GP + LMAS M12	16.8	16.8	16.8	16.8	16.8	16.8	16.8	16.8
POLY-GP + LMAS M16	31.2	31.2	31.2	31.2	31.2	31.2	31.2	31.2

Design resistance – Shear – VRd [kN] – Stainless steel A4-70

References	Design resistance – V_Rd – Stainless steel A4-70 [kN]
	Non-cracked concrete
	h_ef = 8d				h_ef = 12d
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
POLY-GP + LMAS M8	8.3	8.3	8.3	8.3	8.3	8.3	8.3	8.3
POLY-GP + LMAS M10	12.8	12.8	12.8	12.8	12.8	12.8	12.8	12.8
POLY-GP + LMAS M12	19.2	19.2	19.2	19.2	19.2	19.2	19.2	19.2
POLY-GP + LMAS M16	34.3	34.3	34.3	34.3	35.3	35.3	35.3	35.3

Design resistance – Bending moment – MRd [Nm]

References	Design resistance – Bending moment – M_Rd [Nm]
References	Carbon steel 5.8	Stainless steel A4-70
POLY-GP + LMAS M8	15.2	16.7
POLY-GP + LMAS M10	29.6	34
POLY-GP + LMAS M12	52.8	59
POLY-GP + LMAS M16	133.6	149.4

Design resistance – hef = 80 mm (≤ M8) or 85 mm (≥ M10) – Carbon steel ≥ 4.6 / Stainless steel ≥ A2-70

References	Design resistance – Carbon steel ≥ 4.6 / stainless steel ≥ A2-70
	h_ef = 80 mm (≤ M8) or 85 mm ( ≥ M10)
	Tension - N_Rd [kN]		Shear - V_Rd [kN]
	Solid Clay Masonry	Hollow Masonry	Solid Clay Masonry	Hollow Masonry
POLY-GP + LMAS M6	1.6	0.8	2.4	0.8
POLY-GP + LMAS M8	1.6	0.8	2.4	0.8
POLY-GP + LMAS M10	1.6	0.8	2.8	0.8
POLY-GP + LMAS M12	1.6	0.8	2.8	0.8

Masonry :

	Compressive strength f_b [N/mm²]	Bulk density ρ [kg/m³]
Solid clay masonry	≥ 18	≥ 1600
Hollow masonry	≥ 6	≥ 900

1. The design resistances have been calculated using the partial safety factors for resistances stated in ETA-approval(s).
2. The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of γF=1.4.
3. For combined tension and shear loads or anchor groups and/or in case of edge influence, a calculation acc. TR 054, design method A shall be performed. For details see ETA - assessment(s)
4. Temperature range: -40°C/+40°C (Tmlp = +24°C)
5. Coefficiant factor β for in situ tests acc. ETAG 029 see ETA-19/0642; Annex C2
6. Displacements under service load see ETA-19/0642; Annex C2 & C3

Design resistance – Bending moment – MRd [Nm]

References	Design resistance – Bending moment – M_Rd [Nm]
References	Carbon steel 5.8	Carbon steel 8.8	Stainless steel ≥ A2-70
POLY-GP + LMAS M6	6.4	9.6	7.1
POLY-GP + LMAS M8	15.2	24	16.7
POLY-GP + LMAS M10	29.6	48	33.3
POLY-GP + LMAS M12	52.8	84	59

Masonry :

	Compressive strength f_b [N/mm²]	Bulk density [kg/m³]
Solid clay masonry	≥ 18	≥ 1600
Hollow masonry	≥ 6	≥ 900

Installation

Curing Schedule

Temperature of the anchorage base T_{base material}	Working time (Gel time) t_gel	Curing time (in dry concrete) t_{cure, dry}	Curing time (in wet concrete) t_{cure, wet}
0°C ≤ T_{base material} < +10°C	20 min	90 min	3:00 h
+10°C ≤ T_{base material} < +20°C	9 min	60 min	2:00 h
+20°C ≤ T_{base material} < +30°C	5 min	30 min	1:00 h
+20°C ≤ T_{base material} ≤ +40°C	3 min	20 min	40 min

• Manual Air Cleaning (MAC) for all drill hole diameters d0 ≤ 24 mm and drill holl depth h0 ≤ 10d :
4x blowing (hand pump)
4x brushing (twisting motion)
4x blowing (Hand pump)

• Compressed Air Cleaning (CAC) for all drill hole diameters d0 and drill hole depths :
2x blowing (min. 6 bar - oil free compressed air)
2x brushing
2x blowing (min. 6 bar - oil free compressed air)

• Cartridge temperature (Bond material) : ≥ +20°C

Drill.

Brush.

Insert sieve.

Inject the resin.

Insert the rod, turning slowly.

Once set, full load capacity is reached.

Drill.

Remove dust by brushing and blowing,

Fill the hole to half or two thirds, Withdrawing the nozzles with each pump.

Insert the rod, turning slowly.

Once set, full load capacity is reached.

Installation parameters – Concrete

References	Installation parameters - Concrete
References	Ø drilling [d₀] [mm]	Max. fixture hole Ø [d_f] [mm]	Drilling depth (8d) [h₀=h_ef=8d] [mm]	Drilling depth (12d) [h₀=h_ef=12d] [mm]	Wrench size [SW]	Installation torque [T_inst] [Nm]
POLY-GP + LMAS M8	10	9	64	96	13	8
POLY-GP + LMAS M10	12	12	80	120	17	10
POLY-GP + LMAS M12	14	14	96	144	19	15
POLY-GP + LMAS M16	18	18	128	192	24	25

Spacing, edge distances and member thickness – Concrete

References	Spacing, edge distance and member thickness - Concrete
	Effective embedment depth (8d) [h_ef,8d] [mm]	Characteristic spacing for h_ef,8d [S_cr,N] [mm]	Characteristic edge distance for h_ef,8d [c_cr,N] [mm]	Min. member thickness for h_ef,8d [h_min] [mm]	Effective embedment depth (12d) [h_ef,12d] [mm]	Characteristic spacing for h_ef,12d [S_cr,N] [mm]	Characteristic edge distance for h_ef,12d [c_cr,N] [mm]	Min. member thickness for h_ef,12d [h_min] [mm]	Min. spacing [S_min] [mm]		Min. edge distance [C_min] [mm]
	Effective embedment depth (8d) [h_ef,8d] [mm]	Characteristic spacing for h_ef,8d [S_cr,N] [mm]	Characteristic edge distance for h_ef,8d [c_cr,N] [mm]	Min. member thickness for h_ef,8d [h_min] [mm]	Effective embedment depth (12d) [h_ef,12d] [mm]	Characteristic spacing for h_ef,12d [S_cr,N] [mm]	Characteristic edge distance for h_ef,12d [c_cr,N] [mm]	Min. member thickness for h_ef,12d [h_min] [mm]	8d	12d	8d	12d
POLY-GP + LMAS M8	64	192	96	100	96	288	144	126	32	48	32	48
POLY-GP + LMAS M10	80	240	120	110	120	360	180	150	40	60	40	60
POLY-GP + LMAS M12	96	288	144	126	144	432	216	174	48	72	48	72
POLY-GP + LMAS M16	128	384	192	158	192	576	288	222	64	96	64	96

Installation parameters – Masonry – Solid clay masonry

References	Installation parameters - Solid clay masonry
References	Ø drilling [d₀] [mm]	Max. fixture hole Ø [d_f] [mm]	Drilling depth [h₁] [mm]	Installation torque [T_inst] [Nm]
POLY-GP + LMAS M6	8	7	85	2
POLY-GP + LMAS M8	10	9	85	2
POLY-GP + LMAS M10	12	12	90	2
POLY-GP + LMAS M12	14	14	90	2

Installation parameters – Masonry – Hollow masonry

References	Installation parameters - Hollow masonry
References	Ø drilling [d₀] [mm]	Max. fixture hole Ø [d_f] [mm]	Drilling depth [h₁] [mm]	Installation torque [T_inst] [Nm]
POLY-GP + LMAS M6	12	7	85	1.5
POLY-GP + LMAS M8	12	9	85	1.5
POLY-GP + LMAS M10	16	12	90	1.5
POLY-GP + LMAS M12	16	14	90	1.5

Spacing, edge distances and member thickness – Masonry – Solid clay masonry

References	Spacing, edge distance and member thickness - Solid clay masonry
	Min. spacing [S_min] [mm]			Min. edge distance [C_min] [mm]
	s_cr,N = s_min	s_cr,N ∥ = s_min ∥	s_cr,N ^T = s_min ^T	c_cr,N = c_min
POLY-GP + LMAS M6	240	-	-	120
POLY-GP + LMAS M8	240	-	-	120
POLY-GP + LMAS M10	255	-	-	127.5
POLY-GP + LMAS M12	255	-	-	127.5

Spacing, edge distances and member thickness – Masonry – Hollow masonry

References	Spacing, edge distance and member thickness - Hollow masonry
	Min. spacing [S_min] [mm]			Min. edge distance [C_min] [mm]
	s_cr,N = s_min	s_cr,N ∥ = s_min ∥	s_cr,N^T = s_min^T	c_cr,N = c_min
POLY-GP + LMAS M6	-	250	120	100
POLY-GP + LMAS M8	-	250	120	100
POLY-GP + LMAS M10	-	250	120	100
POLY-GP + LMAS M12	-	250	120	100

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Connectors

Anchor System

Nails and Screws

Product Details

Images

Features

Material

Benefits

Application

Header member

For Use With

Technical Data

Références

Design resistance – Tension – NRd [kN] – Carbon steel 5.8

Design resistance – Tension – NRd [kN] – Stainless steel A4-70

Design resistance – Shear – VRd [kN] – Carbon steel 5.8

Design resistance – Shear – VRd [kN] – Stainless steel A4-70

Design resistance – Bending moment – MRd [Nm]

Design resistance – hef = 80 mm (≤ M8) or 85 mm (≥ M10) – Carbon steel ≥ 4.6 / Stainless steel ≥ A2-70

Design resistance – Bending moment – MRd [Nm]

Installation

Installation

Curing Schedule

Installation parameters – Concrete

Spacing, edge distances and member thickness – Concrete

Installation parameters – Masonry – Solid clay masonry

Installation parameters – Masonry – Hollow masonry

Spacing, edge distances and member thickness – Masonry – Solid clay masonry

Spacing, edge distances and member thickness – Masonry – Hollow masonry

Certification

Declaration of Performance (DoP)

European Technical Assessment (ETA)

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