SSH

Beslagskrue Hex hoved, Impreg®+

Hovedgeometrien er optimeret til beslag hvilket øger overførslen af kræfter. Skruen kan anvendes udendørs. Fibercut spidsen minimerer risikoen for at træet flækker og fræseribben på skaftet reducerer indskruningsmomentet. SSH har både TX recess og et hexagonalt hoved hvilket gør det muligt både at fastgøre skruen med TX- eller topnøglebits.

Teknisk datablad

CE mærket

Aftalegrundlag

Anvendelsesklasse 3

Impreg® +

Outdoor

Produktinformationer

Billeder

F_SSH_InstIll_Ill_SAEL+SSH on rwood_EU_CN.png

Egenskaber

Materiale

Hex-hoved med integreret TX-recess
Impreg®+ coating
Fibercut spids
Fræseribbe på skaftet
Kraftigt savtakket gevind

Fordele

Ingen forboring
Nem iskruning
Optimeret til beslag
Coated til udendørs brug

Applikationer

Samlinger

Stål på træ
Træ på træ

Anvendelsesområder

SSH skruen er velegnet til montage af beslag på træelementer og i bærende samlinger

Teknisk data

Dimensioner

Dimensioner

f-ssh200-pt-prodill-ill-prod-ssh-screw-gbo-eu-eu-cy.png

Art. nr.	Best. nr.	DB nr.	Dimensioner [mm]									Box Quantity
Art. nr.	Best. nr.	DB nr.	d	l	d_h	h_t	d_uh	d₁	l_g	bit	Gevind	Box Quantity
SSH6.0X40	75128	2054502	6	40	10	4.75	6.1	3.7	23	T-30	PT	100
SSH6.0X50	75129	2054503	6	50	10	4.75	6.1	3.7	33	T-30	PT	100
SSH6.0X60	75130	2054504	6	60	10	4.75	6.1	3.7	42	T-30	PT	100
SSH6.0X75	75131	2054505	6	75	10	4.75	6.1	3.7	42	T-30	PTM	100
SSH6.0X90	75132	2054506	6	90	10	4.75	6.1	3.7	42	T-30	PTM	100
SSH6.0X120	75133	2054507	6	120	10	4.75	6.1	3.7	75	T-30	PTM	100
SSH8.0X40	75134	2054508	8	40	13	5.75	8.2	5.1	32	T-40	FT	50
SSH8.0X50	75135	2054509	8	50	13	5.75	8.2	5.1	42	T-40	FT	50
SSH8.0X60	75136	2054510	8	60	13	5.75	8.2	5.1	42	T-40	PT	50
SSH8.0X80	75137	2054511	8	80	13	5.75	8.2	5.1	42	T-40	PTM	50
SSH8.0X90	75138	2054512	8	90	13	5.75	8.2	5.1	42	T-40	PTM	50
SSH8.0X100	75139	2054513	8	100	13	5.75	8.2	5.1	55	T-40	PTM	50
SSH8.0X120	75140	2054514	8	120	13	5.75	8.2	5.1	85	T-40	PTM	50
SSH8.0X140	75141	2054515	8	140	13	5.75	8.2	5.1	85	T-40	PTM	50
SSH8.0X160	75142	2054516	8	160	13	5.75	8.2	5.1	110	T-40	PTM	50
SSH8.0X180	75143	2054517	8	180	13	5.75	8.2	5.1	110	T-40	PTM	50
SSH8.0X200	75144	2054518	8	200	13	5.75	8.2	5.1	110	T-40	PTM	50
SSH8.0X240	75145	2054519	8	240	13	5.75	8.2	5.1	110	T-40	PTM	50
SSH8.0X260	75146	2054520	8	260	13	5.75	8.2	5.1	110	T-40	PTM	50
SSH8.0X280	75147	2054521	8	280	13	5.75	8.2	5.1	110	T-40	PTM	50
SSH8.0X300	75148	2054522	8	300	13	5.75	8.2	5.1	110	T-40	PTM	50
SSH10.0X40	75149	2054523	10	40	15	6	10.2	6.2	32	T-40	FT	50
SSH10.0X50	75150	2054524	10	50	15	6	10.2	6.2	42	T-40	FT	50
SSH10.0X60	75151	2054525	10	60	15	6	10.2	6.2	42	T-40	PT	50
SSH10.0X80	75152	2054526	10	80	15	6	10.2	6.2	42	T-40	PTM	50
SSH10.0X90	75153	2054527	10	90	15	6	10.2	6.2	42	T-40	PTM	50
SSH10.0X100	75154	2054528	10	100	15	6	10.2	6.2	55	T-40	PTM	50
SSH10.0X120	75155	2054529	10	120	15	6	10.2	6.2	85	T-40	PTM	50
SSH10.0X140	75156	2054530	10	140	15	6	10.2	6.2	85	T-40	PTM	50
SSH10.0X160	75157	2054531	10	160	15	6	10.2	6.2	110	T-40	PTM	50
SSH10.0X180	75158	2054532	10	180	15	6	10.2	6.2	110	T-40	PTM	50
SSH10.0X200	75159	2054533	10	200	15	6	10.2	6.2	110	T-40	PTM	50
SSH10.0X240	75160	2054534	10	240	15	6	10.2	6.2	125	T-40	PTM	50
SSH10.0X280	75161	2054535	10	280	15	6	10.2	6.2	125	T-40	PTM	50
SSH12.0X60	75162	2054536	12	60	17	6.25	12.2	6.7	48	T-40	FT	25
SSH12.0X80	75163	2054537	12	80	17	6.25	12.2	6.7	48	T-40	PTM	25
SSH12.0X90	75164	2054538	12	90	17	6.25	12.2	6.7	48	T-40	PTM	25
SSH12.0X100	75165	2054539	12	100	17	6.25	12.2	6.7	55	T-40	PTM	25
SSH12.0X120	75166	2054540	12	120	17	6.25	12.2	6.7	85	T-40	PTM	25
SSH12.0X140	75167	2054541	12	140	17	6.25	12.2	6.7	85	T-40	PTM	25
SSH12.0X160	75168	2054542	12	160	17	6.25	12.2	6.7	110	T-40	PTM	25
SSH12.0X180	75169	2054543	12	180	17	6.25	12.2	6.7	110	T-40	PTM	25
SSH12.0X200	75170	2054544	12	200	17	6.25	12.2	6.7	110	T-40	PTM	25

FT = Full Thread (fuldgevind)
PT = Partial Thread (delgevind)
PTM = Partial Thread with Milling thread (delgevind med fræseribbe)

Produktkarakteristiske egenskaber

Art. nr.	Produktkarakteristiske egenskaber
Art. nr.	Bøjnings- styrke - M_y,k [Nm]	Karakteristisk udtræknings parameter - f_ax,k,90° [N/mm²]	Karakteristisk gennemtræks parameter - f_head,k [N/mm²]	Karakteristisk trækstyrke - f_tens,k [kN]	Vridnings- forhold
SSH6.0X40	12.4	16.9	31.8	12.8	2.5
SSH6.0X50	12.4	16.9	31.8	12.8	2.5
SSH6.0X60	12.4	16.9	31.8	12.8	2.5
SSH6.0X75	12.4	16.9	31.8	12.8	2.5
SSH6.0X90	12.4	16.9	31.8	12.8	2.5
SSH6.0X120	12.4	16.9	31.8	12.8	2.5
SSH8.0X40	29.4	15.6	22	23.2	3.1
SSH8.0X50	29.4	15.6	22	23.2	3.1
SSH8.0X60	29.4	15.6	22	23.2	3.1
SSH8.0X80	29.4	15.6	22	23.2	3.1
SSH8.0X90	29.4	15.6	22	23.2	3.1
SSH8.0X100	29.4	15.6	22	23.2	3.1
SSH8.0X120	29.4	15.6	22	23.2	3.1
SSH8.0X140	29.4	15.6	22	23.2	3.1
SSH8.0X160	29.4	15.6	22	23.2	3.1
SSH8.0X180	29.4	15.6	22	23.2	3.1
SSH8.0X200	29.4	15.6	22	23.2	3.1
SSH8.0X240	29.4	15.6	22	23.2	3.1
SSH8.0X260	29.4	15.6	22	23.2	3.1
SSH8.0X280	29.4	15.6	22	23.2	3.1
SSH8.0X300	29.4	15.6	22	23.2	3.1
SSH10.0X40	50.3	13.2	20.1	32	3.4
SSH10.0X50	50.3	13.2	20.1	32	3.4
SSH10.0X60	50.3	13.2	20.1	32	3.4
SSH10.0X80	50.3	13.2	20.1	32	3.4
SSH10.0X90	50.3	13.2	20.1	32	3.4
SSH10.0X100	50.3	13.2	20.1	32	3.4
SSH10.0X120	50.3	13.2	20.1	32	3.4
SSH10.0X140	50.3	13.2	20.1	32	3.4
SSH10.0X160	50.3	13.2	20.1	32	3.4
SSH10.0X180	50.3	13.2	20.1	32	3.4
SSH10.0X200	50.3	13.2	20.1	32	3.4
SSH10.0X240	50.3	13.2	20.1	32	3.4
SSH10.0X280	50.3	13.2	20.1	32	3.4
SSH12.0X60	67.1	12.1	18.5	39.6	3
SSH12.0X80	67.1	12.1	18.5	39.6	3
SSH12.0X90	67.1	12.1	18.5	39.6	3
SSH12.0X100	67.1	12.1	18.5	39.6	3
SSH12.0X120	67.1	12.1	18.5	39.6	3
SSH12.0X140	67.1	12.1	18.5	39.6	3
SSH12.0X160	67.1	12.1	18.5	39.6	3
SSH12.0X180	67.1	12.1	18.5	39.6	3
SSH12.0X200	67.1	12.1	18.5	39.6	3

Installation

Spacing and Edge distances - Shear loaded screws

Table "Spacing and Edge distances - Shear loaded screws" cannot be displayed : no references available.

a₁ and a₂ can be multiplied by 0.85 for panel/timber assembly, and by 0.7 for steel/timber assembly.

Spacing and edge distances - Axially loaded screws

Table "Spacing and edge distances - Axially loaded screws" cannot be displayed : no references available.

Abacus

Steel to Timber characteristic capacities

Art. nr.	Product characteristic capacities - Steel to Timber C24 [kN]
	Axial resistance	Shear resistance - Thin plate		Shear Resistance - Thick steel
	R_ax,st,k	R_v,0,st,k	R_v,90,st,k	R_v,0,st,k	R_v,90,st,k
SSH6.0X40	2.33	1.7	1.7	2.72	2.72
SSH6.0X50	3.35	2.15	2.15	3.34	3.34
SSH6.0X60	4.26	2.6	2.6	3.79	3.79
SSH6.0X75	4.26	2.99	2.99	3.79	3.79
SSH6.0X90	4.26	2.99	2.99	3.79	3.79
SSH6.0X120	7.61	3.83	3.83	4.62	4.62
SSH8.0X40	3.99	2.26	2.26	4.29	4.29
SSH8.0X50	5.24	2.87	2.87	5	5
SSH8.0X60	5.24	3.48	3.48	5.48	5.48
SSH8.0X80	5.24	4.69	4.69	6.18	6.18
SSH8.0X90	5.24	4.75	4.75	6.18	6.18
SSH8.0X100	6.86	5.16	5.16	6.58	6.58
SSH8.0X120	10.61	6.09	6.09	7.52	7.52
SSH8.0X140	10.61	6.09	6.09	7.52	7.52
SSH8.0X160	13.73	6.87	6.87	8.3	8.3
SSH8.0X180	13.73	6.87	6.87	8.3	8.3
SSH8.0X200	13.73	6.87	6.87	8.3	8.3
SSH8.0X240	13.73	6.87	6.87	8.3	8.3
SSH8.0X260	13.73	6.87	6.87	8.3	8.3
SSH8.0X280	13.73	6.87	6.87	8.3	8.3
SSH8.0X300	13.73	6.87	6.87	8.3	8.3
SSH10.0X40	3.99	2.26	2.26	4.29	4.29
SSH10.0X50	5.54	3.4	2.34	6.19	5.13
SSH10.0X60	5.54	4.13	2.84	6.68	5.41
SSH10.0X80	5.54	6.31	4.85	8.36	6.98
SSH10.0X90	5.54	6.31	4.35	8.36	6.55
SSH10.0X100	7.26	6.74	4.85	8.78	7.41
SSH10.0X120	11.22	7.73	5.86	9.77	8.59
SSH10.0X140	11.22	7.73	6.86	9.77	8.59
SSH10.0X160	14.52	8.56	7.72	10.6	9.41
SSH10.0X180	14.52	8.56	7.72	10.6	9.41
SSH10.0X200	14.52	8.56	7.72	10.6	9.41
SSH10.0X240	16.5	9.05	8.18	11.09	9.91
SSH10.0X280	16.5	9.05	8.18	11.09	9.91
SSH12.0X60	6.97	4.41	3.02	7.72	6.33
SSH12.0X80	6.97	5.98	4.1	8.9	7.03
SSH12.0X90	6.97	6.76	4.63	9.57	7.44
SSH12.0X100	7.99	7.55	5.17	10.34	8.14
SSH12.0X120	12.34	8.98	6.24	11.43	9.99
SSH12.0X140	12.34	8.98	7.31	11.43	9.99
SSH12.0X160	15.97	9.89	8.39	12.33	10.89
SSH12.0X180	15.97	9.89	8.87	12.33	10.89
SSH12.0X200	15.97	9.89	8.87	12.33	10.89

Shear capacities are given for thick (t_st = d) and thin (t_st = 0,5xd) steel plates under the following configurations:

Load axis at 0° from timber grain R_v.0°.k
Load axis at 90° from timber grain R_v.90°.k

These capacities are valid for C24 timber grades or higher.
For intermediate steel thicknesses, capacities shall be calculated by linear interpolation between the limiting thin and thick plate values.
The pre-drilled hypothesis for capacity and distances calculation is fulfilled.