Soudafix VE400-SF Vinylester Chemical Anchor Resin - Styrene Free

Name: Soudafix VE400-SF Vinylester Chemical Anchor Resin - Styrene Free
Brand: Soudal
Price: 6.90 GBP
Availability: InStock

Soudafix VE400-SF is a premium grade, Vinylester-based, Styrene-Free, two-component chemical anchor resin, primarily designed to facilitate the pressure-free securing of threaded rods, studs, reinforcement bars, threaded collars, and profiles.

Soudafix VE400-SF is equally effective in different types of materials like cracked or uncracked concrete, solid or hollow brick, porous concrete, natural stone, plasterboard walls, etc.

Available in 280ml and 410ml cartridges, Soudafix VE400-SF is an ideal solution for a wide range of anchoring and reinforcement requirements. Each cartridge is supplied with one nozzle.

Soudafix VE400-SF Vinylester Chemical Anchor Resin - Styrene Free

Soudafix VE400-SF Vinylester Chemical Anchor Resin stands at the forefront of modern anchoring technology, embodying a unique synergy of strength, versatility, and ease of use. This premium-grade resin, rooted in vinylester formulation and being styrene-free, offers an efficient, odour-free solution in securing different types of threaded components such as rods (ETA: M8-M30), studs, reinforcement bars (ETA: Ø8-Ø32), threaded collars, profiles etc.

Its expansive application potential stands unparalleled with utility in diverse materials, from solid and hollow brick or cracked and uncracked concrete to natural stone and plasterboard walls.

The product, available in both 280ml and 410ml cartridges, carries the distinctions of European Technical Assessments ETA-10/0167 and ETA-12/0558, underscoring its guaranteed performance in all instances, including post-installed rebar connections.

Product Benefits:

Easy to Use and Apply: Its two-component formulation enables a swift and hassle-free application process, making it user-friendly.
Fast Cure: Offers a speedy cure, reducing downtime and aid in quicker project turnaround times.
C1 Seismic Resistance: Showcases strong seismic resistance, ensuring stability and reliability even in high-stress environments.
Wide Application Area: Its use is versatile beyond compare; it's even applicable in wet drill holes, underwater and at temperatures as low as -10°C, making it a robust solution for anchoring needs in challenging conditions.
Suitable for Overhead Installations: Its consistency and curing characteristics make it suitable for overhead installations without any compromise on bond strength.
Styrene-Free: A low-odour, styrene-free product, it contributes to healthier indoor air quality, making it more user and environment friendly.
Reusable Cartridge: The cartridges can be reused by simply exchanging the static mixer, ensuring economic usage.
Watertight and Impermeable Fixing: It offers not just anchoring but also impermeable and watertight fixing, enhancing durability and resistance to elements.
High Chemical & Fire Resistance: It has heightened resistance to chemicals, and carries the distinction of Fire Resistance Class F120 (M8-M30), adding to the safety features of the product.

Typical Applications:

Securing Heavy Loads: This anchor resin is a reliable solution for securing heavy loads in both solid and hollow building materials, offering reliable anchoring and structural reinforcement.
Pressure-Free Anchoring: It can be effortlessly applied even close to edges, allowing for pressure-free anchoring, ideal for intricate constructions or repair work.
Repair Mortar: Its robust formulation and high adhesive properties make it capable of being used as a repair mortar, thereby helping fix cracks or damages in structures.

Technical Data

Features

Result

Base

Vinylester styrene free

Consistency

Stable paste

Curing System

Chemical reaction

(1) Cartridge temperature = 15°C
(2) Curing time on dry surface (20°C/65% R.H.)
(x2 on wet surface)

Temperature	Start	Full Cure ⁽²⁾
≥-10°C ⁽¹⁾	90 min	24 u
≥-5°C	90 min	14 u
≥0°C	45 min	7h
≥5°C	25 min	2 u
≥10°C	15 min	80 min
≥20°C	6 min	45 min
≥30°C	4 min	25 min
≥35°C	2 min	20 min
≥40°C	1,5 min	15 min

Specific Gravity

1.77 g/cm³

Temperature Resistance

-40°C to +120°C

Elasticity Modulus

14000 N/mm²

Maximum Bending Strength

15 N/mm²

Maximum Compression Strength

100 N/mm²

Soudafix Product Overview
		Soudafix VE400-SF	Soudafix P300-SF	Soudafix P300-ST
Formulation	Styrene	Free	Free	With styrene
Base Material	Masonry	M8 - M16 (18 brick types)	M8 - M16 (18 brick types)
	Uncracked Concrete	M8 - M30	M8 - M24	M8 - M24
	Cracked Concrete	M8 - M30
	Rebar Concrete (post installed)	Ø8 - Ø32
Application Surfaces	Dry & Wet/Moist Concrete
Application Surfaces	Flooded Holes	(Except rebar)
Steel Type per Use Condition	Dry Internal	Zinc coated, stainless, high corrosion resistant	Stainless, high corrosion resistant	Zinc coated, stainless, high corrosion resistant
	Not aggressive external exposure and permanent internal damp	Stainless, high corrosion resistant	Stainless, high corrosion resistant	Stainless, high corrosion resistant
	Aggressive external* exposure and permanent internal damp	High corrosion resistant	High corrosion resistant	High corrosion resistant
	* Seawater, chloride atmosphere or extreme chemical pollution.
Approvals	European Technical Assessment	ETA-21/0170 ETA 10/0167 ETA 12/0558 (Option 1)	ETA 13/0064 ETA 11/0447 (Option 7)	ETA 22/0077 (Option 7)
	Fire Resistance	R120
	Seismic	C1

Substrate Suitability:

All usual porous building substrates. This product has poor adhesion on smooth non-porous materials.

All surfaces should be clean, dry, free of dust and grease

No particular treatment of substrate needed. In hollow materials the use of sleeves is necessary.

Suitable Applicator Guns:

For 280ml Cartridges: Use a Standard Caulking Gun

For 410ml Cartridges: Use the Single Cartridge Resin Gun

Installation Parameters:

Installation Parameters Threaded Rods
Diameter Threaded Rod	d	mm	M8	M10	M12	M16	M20	M24	M27	M30
Drill Diameter	d₀	mm	10	12	14	18	24	28	32	35
Min. Anchorage Depth	h_ef,min	mm	60	60	70	80	90	96	108	120
Max. Anchorage Depth	h_ef,max	mm	160	200	240	320	400	480	540	600
Min. Edge Distance	c_min	mm	40	50	60	80	100	120	135	150
Min. Axial Distance	s_min	mm	40	50	60	80	100	120	135	150
Tightening Torque	T_inst	Nm	10	20	40	80	120	160	180	200

Installation Parameters Reinforcement Bars
Diameter Reinforcement Bar	d	mm	Ø8	Ø10	Ø12	Ø14	Ø16	Ø20	Ø25	Ø28	Ø32
Drill Diameter	D₀	mm	12	14	16	18	20	24	32	35	40
Min. Anchorage Depth	h_ef,min	mm	60	60	70	75	80	90	100	112	128
Max. Anchorage Depth	h_ef,max	mm	160	200	240	280	320	400	500	580	640
Min. Edge Distance	c_min	mm	40	50	60	70	80	100	125	140	160
Min. Axial Distance	s_min	mm	40	50	60	70	80	100	125	140	160

Application Method:

Drill hole at recommended depth.
Clean drill hole with brush and air pump thoroughly.
Screw static mixer onto cartridge.
Dispense the first 10 cm of the product to waste (on piece of cardboard) until an even colour (dark grey) is achieved, and the product is well mixed.
Solid stone: Fill the drill hole from bottom up.
Hollow brick: Insert sleeve and fill it bottom up, so that the resin is pressed through the tiny holes of the sleeve.
Insert anchoring rod with twisting left-right motion.
Inspect the drill hole for adequate filling.
Observe hardening time. Don’t move the anchoring rod during curing.
Leave the excess of product to cure as well.
Remove it mechanically with hammer and chisel once cured.
Install component, applying the right torque.

Characteristic Values

Table C1: Characteristic Values For Steel Tension And Shear Resistance Of Threaded Rods
Diameter Threaded Rods			M8	M10	M12	M16	M20	M24	M27	M30
Characteristic Values For Tension, Steel Failure
Characteristic Tensile Strength, Steel Class 4.6 And 4.8	N_Rk,s	kN	15	23	34	63	98	141	184	224
Characteristic Tensile Strength, Steel Class 5.6 And 5.8	N_Rk,s	kN	18	29	42	78	122	176	230	280
Characteristic Tensile Strength, Steel Class 8.8	N_Rk,s	kN	29	46	67	125	196	282	368	449
Characteristic Tensile Strength, Stainless Steel A2, A4 And HCR Class 50	N_Rk,s	kN	18	29	42	79	123	177	230	281
Characteristic Tensile Strength, Stainless Steel A2, A4 And HCR Class 70	N_Rk,s	kN	26	41	59	110	171	247	-	-
Characteristic Tensile Strength, Stainless Steel A4 And HCR Class 80	N_Rk,s	kN	29	46	67	126	196	282	-	-
Characteristic Values For Tension, Partial Factor
Partial Factor Steel Class 4.6	γ_Ms,N¹⁾		2.0
Partial Factor Steel Class 4.8	γ_Ms,N¹⁾		1.5
Partial Factor Steel Class 5.6	γ_Ms,N¹⁾		2.0
Partial Factor Steel Class 5.8	γ_Ms,N¹⁾		1.5
Partial Factor Steel Class 8.8	γ_Ms,N¹⁾		1.5
Partial Factor Stainless Steel A2, A4 And HCR Class 50	γ_Ms,N¹⁾		2.86
Partial Factor Stainless Steel A2, A4 And HCR Class 70	γ_Ms,N¹⁾		1.87
Partial Factor Stainless Steel A4 And HCR Class 80	γ_Ms,N¹⁾		1.6
Characteristic Shear Resistance, Steel Failure
Steel Failure Without Lever Arm
Characteristic Shear Resistance, Steel Class 4.6 And 4.8	V⁰_Rk,s	kN	7	12	17	31	49	71	92	112
Characteristic Shear Resistance, Steel Class 5.6 And 5.8	V⁰_Rk,s	kN	9	15	21	39	61	88	115	140
Characteristic Shear Resistance, Steel Class 8.8	V⁰_Rk,s	kN	15	23	34	63	98	141	184	224
Characteristic Shear Resistance, Stainless Steel A2, A4 And HCR Class 50	V⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Characteristic Shear Resistance, Stainless Steel A2, A4 And HCR Class 70	V⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Characteristic Shear Resistance, Stainless Steel A4 And HCR Class 80	V⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Steel Failure With Lever Arm
Characteristic Shear Resistance, Steel Class 4.6 And 4.8	M⁰_Rk,s	kN	7	12	17	31	49	71	92	112
Characteristic Shear Resistance, Steel Class 5.6 And 5.8	M⁰_Rk,s	kN	9	15	21	39	61	88	115	140
Characteristic Shear Resistance, Steel Class 8.8	M⁰_Rk,s	kN	15	23	34	63	98	141	184	224
Characteristic Shear Resistance, Stainless Steel A2, A4 And HCR Class 50	M⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Characteristic Shear Resistance, Stainless Steel A2, A4 And HCR Class 70	M⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Characteristic Shear Resistance, Stainless Steel A4 And HCR Class 80	M⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Characteristic Shear Resistance, Partial Factor
Partial Factor Steel Class 4.6	γ_Ms,V¹⁾		1.67
Partial Factor Steel Class 4.8	γ_Ms,V¹⁾		1.25
Partial Factor Steel Class 5.6	γ_Ms,V¹⁾		1.67
Partial Factor Steel Class 5.8	γ_Ms,V¹⁾		1.25
Partial Factor Steel Class 8.8	γ_Ms,V¹⁾		1.25
Partial Factor Stainless Steel A2, A4 And HCR Class 50	γ_Ms,V¹⁾		2.38
Partial Factor Stainless Steel A2, A4 And HCR Class 70	γ_Ms,V¹⁾		1.56
Partial Factor Stainless Steel A4 And HCR Class 80	γ_Ms,V¹⁾		1.33

Table C2: Characteristic Values Of Tension Loads Under Static, Quasi-Static And Seismic Action
Diameter Threaded Rod				M8	M10	M12	M16	M20	M24	M27	M30
Characteristic Values Of Tension Loads, Steel Failure
Characteristic Tension Resistance		N_Rk,s	kN	See table C1
Characteristic Tension Resistance		N_Rk,s,eq	kN	1,0 * N_Rk,s
Partial Factor		γ_Ms,N	-	See table C1
Combined Pull-Out And Concrete Failure
Characteristic Bond Resistance In Non-Cracked Concrete C20/25
Dry And Wet Concrete	Temperature Range I: 40°C To 24°C	τ_Rk,ucr	N/mm²	10	12	12	12	12	11	10	9
	Temperature Range II: 80°C To 50°C	τ_Rk,ucr	N/mm²	7.5	9	9	9	9	8.5	7.5	6.5
	Temperature Range III: 120°C To 72°C	τ_Rk,ucr	N/mm²	5.5	6.5	6.5	6.5	6.5	6.5	5.5	5.0
Flooded Bore Hole	Temperature Range I: 40°C To 24°C	τ_Rk,ucr	N/mm²	7.5	8.5	8.5	8.5	No performance declared
	Temperature Range II: 80°C To 50°C	τ_Rk,ucr	N/mm²	5.5	6.5	6.5	6.5
	Temperature Range III: 120°C To 72°C	τ_Rk,ucr	N/mm²	4.0	5.0	5.0	5.0
Characteristic Bond Resistance In Cracked Concrete C20/25
Dry And Wet Concrete	Temperature Range I: 40°C To 24°C	τ_Rk,cr	N/mm²	4,0	5,0	5,5	5,5	5,5	5,5	6,5	6,5
	Temperature Range I: 40°C To 24°C	τ_Rk,cr,eq	N/mm²	2,5	3,1	3,7	3,7	3,7	3,8	4,5	4,5
	Temperature Range II: 80°C To 50°C	τ_Rk,cr	N/mm²	2,5	3,5	4,0	4,0	4,0	4,0	4,5	4,5
	Temperature Range II: 80°C To 50°C	τ_Rk,cr,eq	N/mm²	1,6	2,2	2,7	2,7	2,7	2,8	3,1	3,1
	Temperature Range III: 120°C To 72°C	τ_Rk,cr	N/mm²	2,0	2,5	3,0	3,0	3,0	3,0	3,5	3,5
	Temperature Range III: 120°C To 72°C	τ_Rk,cr,eq	N/mm²	1,3	1,6	2,0	2,0	2,0	2,1	2,4	2,4
Flooded Bore Hole	Temperature Range I: 40°C To 24°C	τ_Rk,cr	N/mm²	4,0	4,0	5,5	5,5	No performance declared
	Temperature Range I: 40°C To 24°C	τ_Rk,cr,eq	N/mm²	2,5	2,5	3,7	3,7
	Temperature Range II: 80°C To 50°C	τ_Rk,cr	N/mm²	2,5	3,0	4,0	4,0
	Temperature Range II: 80°C To 50°C	τ_Rk,cr,eq	N/mm²	1,6	1,9	2,7	2,7
	Temperature Range III: 120°C To 72°C	τ_Rk,cr	N/mm²	2,0	2,5	3,0	3,0
	Temperature Range III: 120°C To 72°C	τ_Rk,cr,eq	N/mm²	1,3	1,6	2,0	2,0
Increasing Factors For Concrete (Only Static And Quasi-Static Action) ψ_c		C25/30		1.02
		C30/37		1.04
		C35/45		1.07
		C40/50		1.08
		C45/55		1.09
		C50/60		1.10
Concrete Cone Failure
Non-Cracked Concrete		k_ucr,N	-	11,0
Cracked Concrete		k_cr,N	-	7,7
Edge Distance		c_cr,N	mm	1,5 · h_ef
Axial Distance		s_cr,N	mm	2 · c_cr,N
Splitting
Edge Distance	h/h_ef ≥ 2,0	c_cr,sp	mm	1,0 · h_ef
	2,0 > h/h_ef > 1,3	c_cr,sp	mm	2 · h_ef (2,5 - h/h_ef)
	h/h_ef ≤ 3,0	c_cr,sp	mm	2,4 · h_ef
Axial Distance		s_cr,sp	mm	2 · c_cr,sp
Installation Factor (Dry And Wet Concrete)		γ_inst		1.0	1.2
Installation Factor (Flooded Bore Hole)		γ_inst		1,4				No performance declared

Table C3: Characteristic Values Of Shear Loads Under Static, Quasi-Static And Seismic Action
Diameter Threaded Rod			M8	M10	M12	M16	M20	M24	M27	M30
Steel Failure Without Lever Arm
Characteristic Shear Resistance	V⁰_Rk,s	kN	See table C1
Characteristic Shear Resistance	V_Rk,s,eq	kN	0,70 · V⁰_Rk,s
Partial Factor	γ_Ms,V	-	See table C1
Ductility Factor	k₇	-	1,0
Steel Failure With Lever Arm
Characteristic Bending Moment	M⁰_Rk,s	Nm	See table C1
Characteristic Bending Moment	M⁰_Rk,s,eq	Nm	No performance declared
Partial Factor	γ_Ms,V	-	See table C1
Concrete Pry-Out Failure
Factor	k₈	-	2.0
Installation Factor	γ_inst	-	1.0
Concrete Edge Failure
Effective Length Of Fastener	l_f	mm	l_f = min(h_ef; 8 d_nom)
Outside Diameter Of Fastener	d_nom	mm	8	10	12	16	20	24	27	30
Installation Factor	γ_inst	-	1.0
Factor For Annular Gap	α_gap	-	0,5 (1,0)¹⁾

Table C6: Characteristic Values Of Tension Loads Under Static, Quasi-Static And Seismic Action
Diameter Reinforcing Bar				Ø8	Ø10	Ø12	Ø14	Ø16	Ø20	Ø25	Ø28	Ø32
Steel Failure
Characteristic Tension Resistance		N_Rk,s	kN	A_s x f_uk¹⁾
Characteristic Tension Resistance		N_Rk,s,eq	kN	1,0 · A_s x f_uk¹⁾
Cross Section Area		A_s	mm²	50	79	113	154	201	314	491	616	804
Partial Safety Factor		γ_Ms,N		1,4²⁾
Combined Pull-Out And Concrete Failure
Characteristic Bond Resistance In Non-Cracked Concrete C20/25
Dry And Wet Concrete	Temperature Range I: 40°C To 24°C	τ_Rk,ucr	N/mm²	10	12	12	12	12	12	11	10	8.5
	Temperature Range II: 80°C To 50°C	τ_Rk,ucr	N/mm²	7.5	9	9	9	9	9	8.0	7.0	6.0
	Temperature Range III: 120°C To 72°C	τ_Rk,ucr	N/mm²	5.5	6.5	6.5	6.5	6.5	6.5	6.0	5.0	4.5
Flooded Bore Hole	Temperature Range I: 40°C To 24°C	τ_Rk,ucr	N/mm²	7.5	8.5	8.5	8.5	8.5	No performance declared
	Temperature Range II: 80°C To 50°C	τ_Rk,ucr	N/mm²	5.5	6.5	6.5	6.5	6.5
	Temperature Range III: 120°C To 72°C	τ_Rk,ucr	N/mm²	4.0	5.0	5.0	5.0	5.0
Characteristic Bond Resistance In Cracked Concrete C20/25
Dry And Wet Concrete	Temperature Range I: 40°C To 24°C	τ_Rk,cr	N/mm²	4,0	5,0	5,5	5,5	5,5	5,5	5,5	6,5	6,5
	Temperature Range I: 40°C To 24°C	τ_Rk,cr,eq	N/mm²	2,5	3,1	3,7	3,7	3,7	3,7	3,8	4,5	4,5
	Temperature Range II: 80°C To 50°C	τ_Rk,cr	N/mm²	2,5	3,5	4,0	4,0	4,0	4,0	4,0	4,5	4,5
	Temperature Range II: 80°C To 50°C	τ_Rk,cr,eq	N/mm²	1,6	2,2	2,7	2,7	2,7	2,7	2,8	3,1	3,1
	Temperature Range III: 120°C To 72°C	τ_Rk,cr	N/mm²	2,0	2,5	3,0	3,0	3,0	3,0	3,0	3,5	3,5
	Temperature Range III: 120°C To 72°C	τ_Rk,cr,eq	N/mm²	1,3	1,6	2,0	2,0	2,0	2,0	2,1	2,4	2,4
Flooded Bore Hole	Temperature Range I: 40°C To 24°C	τ_Rk,cr	N/mm²	4,0	4,0	5,5	5,5	5,5	No performance declared
	Temperature Range I: 40°C To 24°C	τ_Rk,cr,eq	N/mm²	2,5	2,5	3,7	3,7	3,7
	Temperature Range II: 80°C To 50°C	τ_Rk,cr	N/mm²	2,5	3,0	4,0	4,0	4,0
	Temperature Range II: 80°C To 50°C	τ_Rk,cr,eq	N/mm²	1,6	1,9	2,7	2,7	2,7
	Temperature Range III: 120°C To 72°C	τ_Rk,cr	N/mm²	2,0	2,5	3,0	3,0	3,0
	Temperature Range III: 120°C To 72°C	τ_Rk,cr,eq	N/mm²	1,3	1,6	2,0	2,0	2,0
Increasing Factors For Concrete (Only Static Or Quasi-Static Actions) ψ_c		C25/30		1.02
		C30/37		1.04
		C35/45		1.07
		C40/50		1.08
		C45/55		1.09
		C50/60		1.10
Concrete Cone Failure
Non-Cracked Concrete		k_ucr,N	-	11,0
Cracked Concrete		k_cr,N	-	7,7
Edge Distance		c_cr,N	mm	1,5 · h_ef
Axial Distance		s_cr,N	mm	2 · c_cr,N
Splitting
Edge Distance	h/h_ef ≥ 2,0	c_cr,sp	mm	1,0 · h_ef
	2,0 > h/h_ef > 1,3	c_cr,sp	mm	2 · h_ef (2,5 - h/h_ef)
	h/h_ef ≤ 3,0	c_cr,sp	mm	2,4 · h_ef
Axial Distance		s_cr,sp	mm	2 · c_cr,sp
Installation Factor (Dry And Wet Concrete)		γ_inst		1.0	1.2
Installation Factor (Flooded Bore Hole)		γ_inst		1,4					No performance declared

Table C7: Characteristic Values Of Shear Loads Under Static, Quasi-Static And Seismic Action
Diameter Reinforcing Bar			Ø8	Ø10	Ø12	Ø14	Ø16	Ø20	Ø25	Ø28	Ø32
Steel Failure Without Lever Arm
Characteristic Shear Resistance	V_Rk,s	kN	0,50 x A_s x f_uk¹⁾
Characteristic Shear Resistance	V_Rk,s,eq	kN	0,35 x A_s x f_uk¹⁾
Cross Section Area	A_s	mm²	50	79	113	154	201	214	491	616	804
Partial Factor	γ_Ms,V	-	1,5²⁾
Ductility Factor	k₇	-	1,0
Steel Failure With Lever Arm
Characteristic Bending Moment	M⁰_Rk,s	Nm	1,2 x W_el x f_uk¹⁾
Characteristic Bending Moment	M⁰_Rk,s,eq	Nm	No performance declared
Elastic Section Modulus	W_el	mm³	50	98	170	269	402	785	1534	2155	3217
Partial Factor	γ_Ms,V		1,5²⁾
Concrete Pry-Out Failure
Factor	k₈	-	2.0
Installation Factor	γ_inst	-	1,0
Concrete Edge Failure
Effective Length Of Fastener	l_f	mm	l_f = min(h_ef ; 8 d_nom)
Outside Diameter Of Fastener	d_nom	mm	8	10	12	14	16	20	25	28	32
Installation Factor	γ_inst	-	1.0
Factor For Annular Gap	α_gap	-	0,5 (1,0)³⁾

Remarks:

There is a risk of staining on porous substrates such as natural stone. On such substrates a preliminary compatibility test is recommended.

Technical Data Sheet

Safety Data Sheet

Coming Soon

Soudafix Brochure

Soudafix VE400-SF Vinylester Chemical Anchor Resin - Styrene Free

Its expansive application potential stands unparalleled with utility in diverse materials, from solid and hollow brick or cracked and uncracked concrete to natural stone and plasterboard walls.

Product Benefits:

Easy to Use and Apply: Its two-component formulation enables a swift and hassle-free application process, making it user-friendly.
Fast Cure: Offers a speedy cure, reducing downtime and aid in quicker project turnaround times.
C1 Seismic Resistance: Showcases strong seismic resistance, ensuring stability and reliability even in high-stress environments.
Wide Application Area: Its use is versatile beyond compare; it's even applicable in wet drill holes, underwater and at temperatures as low as -10°C, making it a robust solution for anchoring needs in challenging conditions.
Suitable for Overhead Installations: Its consistency and curing characteristics make it suitable for overhead installations without any compromise on bond strength.
Styrene-Free: A low-odour, styrene-free product, it contributes to healthier indoor air quality, making it more user and environment friendly.
Reusable Cartridge: The cartridges can be reused by simply exchanging the static mixer, ensuring economic usage.
Watertight and Impermeable Fixing: It offers not just anchoring but also impermeable and watertight fixing, enhancing durability and resistance to elements.
High Chemical & Fire Resistance: It has heightened resistance to chemicals, and carries the distinction of Fire Resistance Class F120 (M8-M30), adding to the safety features of the product.

Typical Applications:

Securing Heavy Loads: This anchor resin is a reliable solution for securing heavy loads in both solid and hollow building materials, offering reliable anchoring and structural reinforcement.
Pressure-Free Anchoring: It can be effortlessly applied even close to edges, allowing for pressure-free anchoring, ideal for intricate constructions or repair work.
Repair Mortar: Its robust formulation and high adhesive properties make it capable of being used as a repair mortar, thereby helping fix cracks or damages in structures.

Technical Data

Features

Result

Base

Vinylester styrene free

Consistency

Stable paste

Curing System

Chemical reaction

(1) Cartridge temperature = 15°C
(2) Curing time on dry surface (20°C/65% R.H.)
(x2 on wet surface)

Temperature	Start	Full Cure ⁽²⁾
≥-10°C ⁽¹⁾	90 min	24 u
≥-5°C	90 min	14 u
≥0°C	45 min	7h
≥5°C	25 min	2 u
≥10°C	15 min	80 min
≥20°C	6 min	45 min
≥30°C	4 min	25 min
≥35°C	2 min	20 min
≥40°C	1,5 min	15 min

Specific Gravity

1.77 g/cm³

Temperature Resistance

-40°C to +120°C

Elasticity Modulus

14000 N/mm²

Maximum Bending Strength

15 N/mm²

Maximum Compression Strength

100 N/mm²

Soudafix Product Overview
		Soudafix VE400-SF	Soudafix P300-SF	Soudafix P300-ST
Formulation	Styrene	Free	Free	With styrene
Base Material	Masonry	M8 - M16 (18 brick types)	M8 - M16 (18 brick types)
	Uncracked Concrete	M8 - M30	M8 - M24	M8 - M24
	Cracked Concrete	M8 - M30
	Rebar Concrete (post installed)	Ø8 - Ø32
Application Surfaces	Dry & Wet/Moist Concrete
Application Surfaces	Flooded Holes	(Except rebar)
Steel Type per Use Condition	Dry Internal	Zinc coated, stainless, high corrosion resistant	Stainless, high corrosion resistant	Zinc coated, stainless, high corrosion resistant
	Not aggressive external exposure and permanent internal damp	Stainless, high corrosion resistant	Stainless, high corrosion resistant	Stainless, high corrosion resistant
	Aggressive external* exposure and permanent internal damp	High corrosion resistant	High corrosion resistant	High corrosion resistant
	* Seawater, chloride atmosphere or extreme chemical pollution.
Approvals	European Technical Assessment	ETA-21/0170 ETA 10/0167 ETA 12/0558 (Option 1)	ETA 13/0064 ETA 11/0447 (Option 7)	ETA 22/0077 (Option 7)
	Fire Resistance	R120
	Seismic	C1

Substrate Suitability:

All usual porous building substrates. This product has poor adhesion on smooth non-porous materials.

All surfaces should be clean, dry, free of dust and grease

No particular treatment of substrate needed. In hollow materials the use of sleeves is necessary.

Suitable Applicator Guns:

For 280ml Cartridges: Use a Standard Caulking Gun

For 410ml Cartridges: Use the Single Cartridge Resin Gun

Installation Parameters:

Installation Parameters Threaded Rods
Diameter Threaded Rod	d	mm	M8	M10	M12	M16	M20	M24	M27	M30
Drill Diameter	d₀	mm	10	12	14	18	24	28	32	35
Min. Anchorage Depth	h_ef,min	mm	60	60	70	80	90	96	108	120
Max. Anchorage Depth	h_ef,max	mm	160	200	240	320	400	480	540	600
Min. Edge Distance	c_min	mm	40	50	60	80	100	120	135	150
Min. Axial Distance	s_min	mm	40	50	60	80	100	120	135	150
Tightening Torque	T_inst	Nm	10	20	40	80	120	160	180	200

Installation Parameters Reinforcement Bars
Diameter Reinforcement Bar	d	mm	Ø8	Ø10	Ø12	Ø14	Ø16	Ø20	Ø25	Ø28	Ø32
Drill Diameter	D₀	mm	12	14	16	18	20	24	32	35	40
Min. Anchorage Depth	h_ef,min	mm	60	60	70	75	80	90	100	112	128
Max. Anchorage Depth	h_ef,max	mm	160	200	240	280	320	400	500	580	640
Min. Edge Distance	c_min	mm	40	50	60	70	80	100	125	140	160
Min. Axial Distance	s_min	mm	40	50	60	70	80	100	125	140	160

Application Method:

Drill hole at recommended depth.
Clean drill hole with brush and air pump thoroughly.
Screw static mixer onto cartridge.
Dispense the first 10 cm of the product to waste (on piece of cardboard) until an even colour (dark grey) is achieved, and the product is well mixed.
Solid stone: Fill the drill hole from bottom up.
Hollow brick: Insert sleeve and fill it bottom up, so that the resin is pressed through the tiny holes of the sleeve.
Insert anchoring rod with twisting left-right motion.
Inspect the drill hole for adequate filling.
Observe hardening time. Don’t move the anchoring rod during curing.
Leave the excess of product to cure as well.
Remove it mechanically with hammer and chisel once cured.
Install component, applying the right torque.

Characteristic Values

Table C1: Characteristic Values For Steel Tension And Shear Resistance Of Threaded Rods
Diameter Threaded Rods			M8	M10	M12	M16	M20	M24	M27	M30
Characteristic Values For Tension, Steel Failure
Characteristic Tensile Strength, Steel Class 4.6 And 4.8	N_Rk,s	kN	15	23	34	63	98	141	184	224
Characteristic Tensile Strength, Steel Class 5.6 And 5.8	N_Rk,s	kN	18	29	42	78	122	176	230	280
Characteristic Tensile Strength, Steel Class 8.8	N_Rk,s	kN	29	46	67	125	196	282	368	449
Characteristic Tensile Strength, Stainless Steel A2, A4 And HCR Class 50	N_Rk,s	kN	18	29	42	79	123	177	230	281
Characteristic Tensile Strength, Stainless Steel A2, A4 And HCR Class 70	N_Rk,s	kN	26	41	59	110	171	247	-	-
Characteristic Tensile Strength, Stainless Steel A4 And HCR Class 80	N_Rk,s	kN	29	46	67	126	196	282	-	-
Characteristic Values For Tension, Partial Factor
Partial Factor Steel Class 4.6	γ_Ms,N¹⁾		2.0
Partial Factor Steel Class 4.8	γ_Ms,N¹⁾		1.5
Partial Factor Steel Class 5.6	γ_Ms,N¹⁾		2.0
Partial Factor Steel Class 5.8	γ_Ms,N¹⁾		1.5
Partial Factor Steel Class 8.8	γ_Ms,N¹⁾		1.5
Partial Factor Stainless Steel A2, A4 And HCR Class 50	γ_Ms,N¹⁾		2.86
Partial Factor Stainless Steel A2, A4 And HCR Class 70	γ_Ms,N¹⁾		1.87
Partial Factor Stainless Steel A4 And HCR Class 80	γ_Ms,N¹⁾		1.6
Characteristic Shear Resistance, Steel Failure
Steel Failure Without Lever Arm
Characteristic Shear Resistance, Steel Class 4.6 And 4.8	V⁰_Rk,s	kN	7	12	17	31	49	71	92	112
Characteristic Shear Resistance, Steel Class 5.6 And 5.8	V⁰_Rk,s	kN	9	15	21	39	61	88	115	140
Characteristic Shear Resistance, Steel Class 8.8	V⁰_Rk,s	kN	15	23	34	63	98	141	184	224
Characteristic Shear Resistance, Stainless Steel A2, A4 And HCR Class 50	V⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Characteristic Shear Resistance, Stainless Steel A2, A4 And HCR Class 70	V⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Characteristic Shear Resistance, Stainless Steel A4 And HCR Class 80	V⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Steel Failure With Lever Arm
Characteristic Shear Resistance, Steel Class 4.6 And 4.8	M⁰_Rk,s	kN	7	12	17	31	49	71	92	112
Characteristic Shear Resistance, Steel Class 5.6 And 5.8	M⁰_Rk,s	kN	9	15	21	39	61	88	115	140
Characteristic Shear Resistance, Steel Class 8.8	M⁰_Rk,s	kN	15	23	34	63	98	141	184	224
Characteristic Shear Resistance, Stainless Steel A2, A4 And HCR Class 50	M⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Characteristic Shear Resistance, Stainless Steel A2, A4 And HCR Class 70	M⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Characteristic Shear Resistance, Stainless Steel A4 And HCR Class 80	M⁰_Rk,s	kN	13	20	30	55	86	124	115	140
Characteristic Shear Resistance, Partial Factor
Partial Factor Steel Class 4.6	γ_Ms,V¹⁾		1.67
Partial Factor Steel Class 4.8	γ_Ms,V¹⁾		1.25
Partial Factor Steel Class 5.6	γ_Ms,V¹⁾		1.67
Partial Factor Steel Class 5.8	γ_Ms,V¹⁾		1.25
Partial Factor Steel Class 8.8	γ_Ms,V¹⁾		1.25
Partial Factor Stainless Steel A2, A4 And HCR Class 50	γ_Ms,V¹⁾		2.38
Partial Factor Stainless Steel A2, A4 And HCR Class 70	γ_Ms,V¹⁾		1.56
Partial Factor Stainless Steel A4 And HCR Class 80	γ_Ms,V¹⁾		1.33

Table C2: Characteristic Values Of Tension Loads Under Static, Quasi-Static And Seismic Action
Diameter Threaded Rod				M8	M10	M12	M16	M20	M24	M27	M30
Characteristic Values Of Tension Loads, Steel Failure
Characteristic Tension Resistance		N_Rk,s	kN	See table C1
Characteristic Tension Resistance		N_Rk,s,eq	kN	1,0 * N_Rk,s
Partial Factor		γ_Ms,N	-	See table C1
Combined Pull-Out And Concrete Failure
Characteristic Bond Resistance In Non-Cracked Concrete C20/25
Dry And Wet Concrete	Temperature Range I: 40°C To 24°C	τ_Rk,ucr	N/mm²	10	12	12	12	12	11	10	9
	Temperature Range II: 80°C To 50°C	τ_Rk,ucr	N/mm²	7.5	9	9	9	9	8.5	7.5	6.5
	Temperature Range III: 120°C To 72°C	τ_Rk,ucr	N/mm²	5.5	6.5	6.5	6.5	6.5	6.5	5.5	5.0
Flooded Bore Hole	Temperature Range I: 40°C To 24°C	τ_Rk,ucr	N/mm²	7.5	8.5	8.5	8.5	No performance declared
	Temperature Range II: 80°C To 50°C	τ_Rk,ucr	N/mm²	5.5	6.5	6.5	6.5
	Temperature Range III: 120°C To 72°C	τ_Rk,ucr	N/mm²	4.0	5.0	5.0	5.0
Characteristic Bond Resistance In Cracked Concrete C20/25
Dry And Wet Concrete	Temperature Range I: 40°C To 24°C	τ_Rk,cr	N/mm²	4,0	5,0	5,5	5,5	5,5	5,5	6,5	6,5
	Temperature Range I: 40°C To 24°C	τ_Rk,cr,eq	N/mm²	2,5	3,1	3,7	3,7	3,7	3,8	4,5	4,5
	Temperature Range II: 80°C To 50°C	τ_Rk,cr	N/mm²	2,5	3,5	4,0	4,0	4,0	4,0	4,5	4,5
	Temperature Range II: 80°C To 50°C	τ_Rk,cr,eq	N/mm²	1,6	2,2	2,7	2,7	2,7	2,8	3,1	3,1
	Temperature Range III: 120°C To 72°C	τ_Rk,cr	N/mm²	2,0	2,5	3,0	3,0	3,0	3,0	3,5	3,5
	Temperature Range III: 120°C To 72°C	τ_Rk,cr,eq	N/mm²	1,3	1,6	2,0	2,0	2,0	2,1	2,4	2,4
Flooded Bore Hole	Temperature Range I: 40°C To 24°C	τ_Rk,cr	N/mm²	4,0	4,0	5,5	5,5	No performance declared
	Temperature Range I: 40°C To 24°C	τ_Rk,cr,eq	N/mm²	2,5	2,5	3,7	3,7
	Temperature Range II: 80°C To 50°C	τ_Rk,cr	N/mm²	2,5	3,0	4,0	4,0
	Temperature Range II: 80°C To 50°C	τ_Rk,cr,eq	N/mm²	1,6	1,9	2,7	2,7
	Temperature Range III: 120°C To 72°C	τ_Rk,cr	N/mm²	2,0	2,5	3,0	3,0
	Temperature Range III: 120°C To 72°C	τ_Rk,cr,eq	N/mm²	1,3	1,6	2,0	2,0
Increasing Factors For Concrete (Only Static And Quasi-Static Action) ψ_c		C25/30		1.02
		C30/37		1.04
		C35/45		1.07
		C40/50		1.08
		C45/55		1.09
		C50/60		1.10
Concrete Cone Failure
Non-Cracked Concrete		k_ucr,N	-	11,0
Cracked Concrete		k_cr,N	-	7,7
Edge Distance		c_cr,N	mm	1,5 · h_ef
Axial Distance		s_cr,N	mm	2 · c_cr,N
Splitting
Edge Distance	h/h_ef ≥ 2,0	c_cr,sp	mm	1,0 · h_ef
	2,0 > h/h_ef > 1,3	c_cr,sp	mm	2 · h_ef (2,5 - h/h_ef)
	h/h_ef ≤ 3,0	c_cr,sp	mm	2,4 · h_ef
Axial Distance		s_cr,sp	mm	2 · c_cr,sp
Installation Factor (Dry And Wet Concrete)		γ_inst		1.0	1.2
Installation Factor (Flooded Bore Hole)		γ_inst		1,4				No performance declared

Table C3: Characteristic Values Of Shear Loads Under Static, Quasi-Static And Seismic Action
Diameter Threaded Rod			M8	M10	M12	M16	M20	M24	M27	M30
Steel Failure Without Lever Arm
Characteristic Shear Resistance	V⁰_Rk,s	kN	See table C1
Characteristic Shear Resistance	V_Rk,s,eq	kN	0,70 · V⁰_Rk,s
Partial Factor	γ_Ms,V	-	See table C1
Ductility Factor	k₇	-	1,0
Steel Failure With Lever Arm
Characteristic Bending Moment	M⁰_Rk,s	Nm	See table C1
Characteristic Bending Moment	M⁰_Rk,s,eq	Nm	No performance declared
Partial Factor	γ_Ms,V	-	See table C1
Concrete Pry-Out Failure
Factor	k₈	-	2.0
Installation Factor	γ_inst	-	1.0
Concrete Edge Failure
Effective Length Of Fastener	l_f	mm	l_f = min(h_ef; 8 d_nom)
Outside Diameter Of Fastener	d_nom	mm	8	10	12	16	20	24	27	30
Installation Factor	γ_inst	-	1.0
Factor For Annular Gap	α_gap	-	0,5 (1,0)¹⁾

Table C6: Characteristic Values Of Tension Loads Under Static, Quasi-Static And Seismic Action
Diameter Reinforcing Bar				Ø8	Ø10	Ø12	Ø14	Ø16	Ø20	Ø25	Ø28	Ø32
Steel Failure
Characteristic Tension Resistance		N_Rk,s	kN	A_s x f_uk¹⁾
Characteristic Tension Resistance		N_Rk,s,eq	kN	1,0 · A_s x f_uk¹⁾
Cross Section Area		A_s	mm²	50	79	113	154	201	314	491	616	804
Partial Safety Factor		γ_Ms,N		1,4²⁾
Combined Pull-Out And Concrete Failure
Characteristic Bond Resistance In Non-Cracked Concrete C20/25
Dry And Wet Concrete	Temperature Range I: 40°C To 24°C	τ_Rk,ucr	N/mm²	10	12	12	12	12	12	11	10	8.5
	Temperature Range II: 80°C To 50°C	τ_Rk,ucr	N/mm²	7.5	9	9	9	9	9	8.0	7.0	6.0
	Temperature Range III: 120°C To 72°C	τ_Rk,ucr	N/mm²	5.5	6.5	6.5	6.5	6.5	6.5	6.0	5.0	4.5
Flooded Bore Hole	Temperature Range I: 40°C To 24°C	τ_Rk,ucr	N/mm²	7.5	8.5	8.5	8.5	8.5	No performance declared
	Temperature Range II: 80°C To 50°C	τ_Rk,ucr	N/mm²	5.5	6.5	6.5	6.5	6.5
	Temperature Range III: 120°C To 72°C	τ_Rk,ucr	N/mm²	4.0	5.0	5.0	5.0	5.0
Characteristic Bond Resistance In Cracked Concrete C20/25
Dry And Wet Concrete	Temperature Range I: 40°C To 24°C	τ_Rk,cr	N/mm²	4,0	5,0	5,5	5,5	5,5	5,5	5,5	6,5	6,5
	Temperature Range I: 40°C To 24°C	τ_Rk,cr,eq	N/mm²	2,5	3,1	3,7	3,7	3,7	3,7	3,8	4,5	4,5
	Temperature Range II: 80°C To 50°C	τ_Rk,cr	N/mm²	2,5	3,5	4,0	4,0	4,0	4,0	4,0	4,5	4,5
	Temperature Range II: 80°C To 50°C	τ_Rk,cr,eq	N/mm²	1,6	2,2	2,7	2,7	2,7	2,7	2,8	3,1	3,1
	Temperature Range III: 120°C To 72°C	τ_Rk,cr	N/mm²	2,0	2,5	3,0	3,0	3,0	3,0	3,0	3,5	3,5
	Temperature Range III: 120°C To 72°C	τ_Rk,cr,eq	N/mm²	1,3	1,6	2,0	2,0	2,0	2,0	2,1	2,4	2,4
Flooded Bore Hole	Temperature Range I: 40°C To 24°C	τ_Rk,cr	N/mm²	4,0	4,0	5,5	5,5	5,5	No performance declared
	Temperature Range I: 40°C To 24°C	τ_Rk,cr,eq	N/mm²	2,5	2,5	3,7	3,7	3,7
	Temperature Range II: 80°C To 50°C	τ_Rk,cr	N/mm²	2,5	3,0	4,0	4,0	4,0
	Temperature Range II: 80°C To 50°C	τ_Rk,cr,eq	N/mm²	1,6	1,9	2,7	2,7	2,7
	Temperature Range III: 120°C To 72°C	τ_Rk,cr	N/mm²	2,0	2,5	3,0	3,0	3,0
	Temperature Range III: 120°C To 72°C	τ_Rk,cr,eq	N/mm²	1,3	1,6	2,0	2,0	2,0
Increasing Factors For Concrete (Only Static Or Quasi-Static Actions) ψ_c		C25/30		1.02
		C30/37		1.04
		C35/45		1.07
		C40/50		1.08
		C45/55		1.09
		C50/60		1.10
Concrete Cone Failure
Non-Cracked Concrete		k_ucr,N	-	11,0
Cracked Concrete		k_cr,N	-	7,7
Edge Distance		c_cr,N	mm	1,5 · h_ef
Axial Distance		s_cr,N	mm	2 · c_cr,N
Splitting
Edge Distance	h/h_ef ≥ 2,0	c_cr,sp	mm	1,0 · h_ef
	2,0 > h/h_ef > 1,3	c_cr,sp	mm	2 · h_ef (2,5 - h/h_ef)
	h/h_ef ≤ 3,0	c_cr,sp	mm	2,4 · h_ef
Axial Distance		s_cr,sp	mm	2 · c_cr,sp
Installation Factor (Dry And Wet Concrete)		γ_inst		1.0	1.2
Installation Factor (Flooded Bore Hole)		γ_inst		1,4					No performance declared

Table C7: Characteristic Values Of Shear Loads Under Static, Quasi-Static And Seismic Action
Diameter Reinforcing Bar			Ø8	Ø10	Ø12	Ø14	Ø16	Ø20	Ø25	Ø28	Ø32
Steel Failure Without Lever Arm
Characteristic Shear Resistance	V_Rk,s	kN	0,50 x A_s x f_uk¹⁾
Characteristic Shear Resistance	V_Rk,s,eq	kN	0,35 x A_s x f_uk¹⁾
Cross Section Area	A_s	mm²	50	79	113	154	201	214	491	616	804
Partial Factor	γ_Ms,V	-	1,5²⁾
Ductility Factor	k₇	-	1,0
Steel Failure With Lever Arm
Characteristic Bending Moment	M⁰_Rk,s	Nm	1,2 x W_el x f_uk¹⁾
Characteristic Bending Moment	M⁰_Rk,s,eq	Nm	No performance declared
Elastic Section Modulus	W_el	mm³	50	98	170	269	402	785	1534	2155	3217
Partial Factor	γ_Ms,V		1,5²⁾
Concrete Pry-Out Failure
Factor	k₈	-	2.0
Installation Factor	γ_inst	-	1,0
Concrete Edge Failure
Effective Length Of Fastener	l_f	mm	l_f = min(h_ef ; 8 d_nom)
Outside Diameter Of Fastener	d_nom	mm	8	10	12	14	16	20	25	28	32
Installation Factor	γ_inst	-	1.0
Factor For Annular Gap	α_gap	-	0,5 (1,0)³⁾

Remarks:

There is a risk of staining on porous substrates such as natural stone. On such substrates a preliminary compatibility test is recommended.

Technical Data Sheet

Safety Data Sheet

£12.83

^{inc. VAT}

Delivery To...	Under £100 ex. VAT	£100 or over ex. VAT
UK Mainland	£5.50	£5.50
Scottish Islands	£31.50	£25.00
Northern Ireland	POA	POA
Isle of Wight	£21.50	£15.00
Republic of Ireland	POA	POA
Scilly Isles	POA	POA
Isle of Man	POA	POA
Collect From	Under £100 ex. VAT	£100 or over ex. VAT
East Kilbride	FREE	FREE

Soudafix VE400-SF Vinylester Chemical Anchor Resin - Styrene Free

Soudafix VE400-SF Vinylester Chemical Anchor Resin - Styrene Free

Product Benefits:

Typical Applications:

Substrate Suitability:

Suitable Applicator Guns:

Installation Parameters:

Application Method:

Characteristic Values

Remarks:

Safety Data Sheet

Soudafix VE400-SF Vinylester Chemical Anchor Resin - Styrene Free

Product Benefits:

Typical Applications:

Substrate Suitability:

Suitable Applicator Guns:

Installation Parameters:

Application Method:

Characteristic Values

Remarks:

Safety Data Sheet

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