POLY-GP

Resina para diversos materiais

Ancoragem química para cargas médias em alvenaria de blocos maciços e ocos.

Ficha de Dados Técnicos

Marcação CE

ATE

Utilizable en ambiente húmedo

Interior

Exterior

Dist. bord et entraxe faible

Detalhes do produto

Imagens

Características

Matéria

Resina poliéster,
Haste roscada LMAS : aço eletrogalvanizado e inox A4-7.

Vantagens

Fixação rápida: ganho de tempo para o utilizador,
Possível de utilizar no interior,
Muito bom comportamento ao longo do tempo.

Aplicação

Suporte

Alvenaria de blocos maciços e ocos.

Áreas de utilização

Estores, gonzos de persianas,
Climatizadores,
Antenas,
Aquecedor de água.

Dados técnicos

Références

Referência	Product information
Referência	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

Referência	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 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

Referência	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 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

Referência	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 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

Referência	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 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]

Referência	Design resistance – Bending moment – M_Rd [Nm]
Referência	Carbon steel 5.8	Stainless steel A4-70
POLY-GP + LMAS M8	15.2	16.7
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

Referência	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 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]

Referência	Design resistance – Bending moment – M_Rd [Nm]
Referência	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 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

Instalação

Temps de pose

Temperatura [C°]	-5	0	5	10	15	20	30
Tempo de manipulação	25min	15min	12min	8min	7min	4min	2min
Tempo até à colocação de carga	4h	3h	2h30	1h15	55min	30min	20min

Perfurar.

Escovar.

Inserir uma peneira.

Encher do fundo para o exterior, recunado uma gradaçao na boquilha de injeçao a cada bombada.

Inserir a haste fazendo rodar lentamente.

Fixar assim que se atingir o tempo de colocaçao em carga.

Perfurar.

Limpar com uma escova e sopro, conforme especificado na cartucho.

Encher 1/2 a 2/3 do buraco, do fundo para o exterior, recuando uma gradaçao, na boquilha de injeçao a cada bombada.

Inserir a haste fazendo rodar lentamente da esquerda para a direita.

Fixar assim que se atingir o tempo de colocaçao em carga.

Installation parameters – Concrete

Referência	Installation parameters - Concrete
Referência	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 M12	14	14	96	144	19	15
POLY-GP + LMAS M16	18	18	128	192	24	25

Spacing, edge distances and member thickness – Concrete

Referência	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 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

Referência	Installation parameters - Solid clay masonry
Referência	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 M12	14	14	90	2

Installation parameters – Masonry – Hollow masonry

Referência	Installation parameters - Hollow masonry
Referência	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 M12	16	14	90	1.5

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

Referência	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 M12	255	-	-	127.5

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

Referência	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 M12	-	250	120	100

Certification

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Conexões para montagens de carpintarias

Pregos e parafusos

Ancoragens

Quik Drive®

Detalhes do produto

Imagens

Características

Matéria

Vantagens

Aplicação

Suporte

Áreas de utilização

Dados técnicos

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]

Instalação

Instalação

Temps de pose

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

Declarações de desempenho (DoP)

Homologações técnicas europeia (ETA)

Ficha de segurança (FDS)

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