DECLARATION OF PERFORMANCE

DoP_en_02-01_000000001803_HIT-HY_170_masonry.docx

DECLARATION OF PERFORMANCE

DoP No. Hilti HIT-HY 170 1343-CPR-M500-9/07.14

1. Unique identification code of the product-type:

Injection System Hilti HIT-HY 170

2. Type, batch or serial number as required pursuant to Article 11(4):

See: ETA-15/0197 (09.12.2015), annex A2.

Batch number: see packaging of the product.

3. Intended use or uses of the construction product, in accordance with the applicable harmonised technical specification:

Generic type Bonded anchor, Injection System

For use in

Masonry made of solid bricks and hollow bricks:

Clay bricks according to EN 771-1

Calcium silicate bricks according to EN 771-2

Light weight and normal weight concrete bricks according EN 771-3

Option / Category

Use category b and c (solid and hollow brick)

Category d/d, w/d and w/w for clay, calcium silicate, light weight and normal weight concrete bricks

Installation direction: horizontal

Loading Static, quasi-static

Material

Zinc coated steel: For dry internal use only

Hilti HIT-HY 170 + HIT-V(-F) (threaded rod): M8, M10, M12

Hilti HIT-HY 170 + HIT-IC (internally threaded sleeve): M8, M10, M12

Stainless steel A4: For internal and external use with no particular aggressive conditions

Hilti HIT-HY 170 + HIT-V-R (threaded rod): M8, M10, M12

High corrosion resistant steel: For internal and external use with particular aggressive conditions

Hilti HIT-HY 170 + HIT-V-HCR (threaded rod): M8, M10, M12

Sieve sleeve HIT-SC 16, 18 and 22.

Temperature range (if

applicable)

Ta: -40° to +40°C (short term), +24°C (long term)

Tb: -40° to +80°C (short term), +50°C (long term)

4. Name, registered trade name or registered trade mark and contact address as required pursuant to Article 11(5): Hilti Corporation, Business Unit

Anchors, 9494 Schaan, Fürstentum Liechtenstein

5. Where applicable, name and contact address of the authorised representative whose mandate covers the tasks specified in Article 12(2): -

6. System or systems of assessment and verification of constancy of performance of the construction product as set out in Annex V: System 1

7. In case of the declaration of performance concerning a construction product covered by a harmonised standard -

8. In case of the declaration of performance concerning a construction product for which a European Technical Assessment has been issued:

Technical Assessment Body: Deutsches Institut für Bautechnik (DIBt)

European Technical Approval: ETA-15/0197 (09.12.2015)

EN

DoP_en_02-01_000000001803_HIT-HY_170_masonry.docx

European Technical Approval Guideline: ETAG 029

Certificate of Conformity: 1343-CPR-M500-9/07.14

9. Declared performance:

Essential characteristics Design method Performance

Harmonized

Technical

Specification

Characteristic resistance for

tension

ETAG 029 Annex C

method: A

ETA-15/0197

annex C3, C4, C5, C6, C7, C8

ETAG 029

Characteristic resistance for

shear

ETAG 029 Annex C

method: A

ETA-15/0197

annex C3, C4, C5, C6, C7, C8

Minimum and characteristic

spacing and edge distance

ETAG 029 Annex C

method: A

ETA-15/0197

annex C3, C4, C5, C6, C7, C8

Displacement for

serviceability limit state

ETAG 029 Annex C

method: A

ETA-15/0197

annex C3, C4, C5, C6, C7, C8

10. The performance of the product identified in points 1 and 2 is in conformity with the declared performance in point 9. This declaration of

performance is issued under the sole responsibility of the manufacturer identified in point 4.

Signed for and on behalf of the manufacturer by:

Hilti Corporation

Schaan, 04.05.2015

Raimund Zaggl Business Unit Head Business Unit Anchors

Seppo Perämäki Head of Quality Business Unit Anchors

Specifications of intended use

Base materials:

Solid brick masonry (use category b), according to Annex B3.

Note: The characteristic resistances are also valid for larger brick sizes and larger compressive strengths of the masonry unit.

Hollow brick masonry (use category c), according to Annex B3 and B5.

Mortar strength class of the masonry: M2,5 at minimum according to EN 998-2: 2010.

For masonry made of other solid, hollow or perforated bricks, the characteristic resistance of the anchor may be determined

by job site tests according to ETAG 029, Annex B under consideration of the β-factor according to Annex C1, Table C1.

Table B1: Overview use categories

Anchorages subject to: HIT-HY 170 with threaded rod, HIT-V-… or HIT-IC

in solid bricks in hollow bricks

Hole drilling hammer mode rotary mode

Static and quasi static loading

Annex: C2 (steel), Annex: C2 (steel),

C3, C4 C5, C6, C7, C8

Use category: dry or wet structure

Category d/d - Installation and use in structures subject to dry internal conditions.

Category w/d - Installation in dry or wet substrate and use in structures subject to dry internal

conditions

Category w/w - Installation and use in structures subject to dry or wet environmental

conditions

Installation direction horizontal

Use category b (solid masonry) c (hollow or perforated masonry)

Temperature in the base material at

installation +5 °C to +40 °C (Table B9) -5 °C to +40 °C (Table B10)

In-service

temperature

Temperature

range Ta: -40 °C to +40 °C

(max. long term temperature +24 °C and

max. short term temperature +40 °C)

Temperature

range Tb: -40 °C to +80 °C

(max. long term temperature +50 °C and

max. short term temperature +80 °C)

Use conditions (Environmental conditions):

Structures subject to dry internal conditions

(zinc coated steel, stainless steel or high corrosion resistant steel).

Structures subject to external atmospheric exposure (including industrial and marine environment) and to permanently damp

internal conditions, if no particular aggressive conditions exist

(stainless steel or high corrosion resistant steel).

Structures subject to external atmospheric exposure and to permanently damp internal conditions, if other particular aggressive

conditions exist

(high corrosion resistant steel).

Note: Particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride

atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution

(e.g. in desulphurization plants or road tunnels where de-icing products are used).

Design:

Anchorages are designed under the responsibility of an engineer experienced in anchorages and masonry work.

Verifiable calculation notes and drawings are prepared taking account of the loads to be anchored. The position of the anchor is

indicated on the design drawings (e. g. position of the anchor relative to

supports).

Anchorages under static or quasi-static loading are designed in accordance with:

ETAG 029, Annex C, Design method A.

Installation:

Anchor installation carried out by appropriately qualified personnel and under the supervision of the person responsible for

technical matters of the site.

Table B2: Overview brick types and properties

Brick type Picture Brick size

[mm]

Compressive strength

[N/mm²]

Bulk density

[kg/dm³] Annex

Solid clay brick

EN 771-1

≥ 240x115x113 12 2,0 C3

Solid calcium silicate

brick

EN 771-2

≥ 240x115x113 12 / 28 2,0 C4

Hollow clay brick

EN 771-1

300x240x238 12 / 20 1,4 C5

Hollow calcium silicate

brick

EN 771-2

248x240x238 12 / 20 1,4 C6

Hollow lightweight

concrete brick

EN 771-3

495x240X238 2 / 6 0,8 C7

Hollow normal weight

concrete brick

EN 771-3

500x200x200 4 / 10 1,0 C8

Table B3: Overview fastening elements (including sizes) and corresponding brick types. Embedment depth hef =

80 mm

Brick type Picture HIT-V 1)

HIT-IC

HIT-V 1) + HIT-SC

HIT-IC + HIT-SC

Annex

Solid clay brick

EN 771-1

M8 to M12 M8 to M12 M8 to M12 M8 to M12 C3

Solid calcium silicate

brick

EN 771-2

M8 to M12 M8 to M12 M8 to M12 M8 to M12 C4

Hollow clay brick

EN 771-1

- - M8 to M12 M8 to M12 C5

Hollow calcium silicate

brick

EN 771-2

- - M8 to M12 M8 to M12 C6

Hollow lightweight

concrete brick

EN 771-3

- - M8 to M12 M8 to M12 C7

Hollow normal weight

concrete brick

EN 771-3

- - M8 to M12 M8 to M12 C8

1) Commercial standard threaded rods can also be used.

Table B4: Details of hollow bricks

Hollow clay brick

EN 771-1

Rapis Ziegel

Hlz 12-1,4-10DF

Hollow calcium silicate brick

EN 771-2

KS Südbayern

KSL-R(P) 12-1,4-8DF

Hollow lightweight

concrete brick

EN 771-3

Knobel Betonwerk

Hbl 6-0,8-500x240x238

Hollow normal weight concrete brick

EN 771-3

Parpaing creux

B40

Table C1: -factor for job-site testing under tension loading

Use categories w/w and w/d d/d

Temperature range Ta 1) Tb 1) Ta 1) Tb 1)

Base material Elements

Solid clay brick

EN 771-2

HIT-V 2) or HIT-IC

0,97 0,83 0,97 0,83

HIT-V 2) + HIT-SC

HIT-IC + HIT-SC

Solid calcium silicate brick

EN 771-2

HIT-V 2) or HIT-IC 0,96 0,84 0,97 0,84

HIT-V 2) + HIT-SC

0,69 0,62 0,91 0,82

HIT-IC + HIT-SC

Hollow clay brick

EN 771-1

HIT-V 2) + HIT-SC

0,97 0,83 0,97 0,83

HIT-IC + HIT-SC

Hollow calcium silicate brick

EN 771-2

HIT-V 2) + HIT-SC

0,69 0,62 0,91 0,82

HIT-IC + HIT-SC

Hollow light weight concrete brick

EN 771-3

HIT-V 2) + HIT-SC

0,89 0,81 0,97 0,86

HIT-IC + HIT-SC

Hollow normal weight concrete brick

EN 771-3

HIT-V 2) + HIT-SC

0,97 0,80 0,97 0,80

HIT-IC + HIT-SC

1) Temperature range Ta / Tb see Annex B1


Table C2: Characteristic values of steel resistance for threaded rod, HIT-V-… under tension and shear loads in

masonry

HIT-HY 170 with threaded rod, HIT-V-… M8 M10 M12

Steel failure tension loads

Characteristic steel resistance NRk,s [kN] As · fuk

Steel failure shear loads without lever arm

Characteristic steel resistance VRk,s [kN] 0,5 · As · fuk

Steel failure shear loads with lever arm

Characteristic bending moment MRk,s [kN] 1,2 · Wel · fuk

Table C3: Characteristic values of steel resistance for internally threaded sleeve HIT-IC under tension and shear

loads in masonry

HIT-HY 170 with HIT-IC M8 M10 M12

Steel failure tension loads

Characteristic steel resistance NRk,s [kN] 5,9 7,3 13,8

Partial safety factor Ms,N [-] 1,50

Steel failure shear loads without lever arm


Steel failure shear loads with lever arm

Characteristic bending moment MRk,s [Nm] 1,2 · Wel · fuk

Brick type: Solid clay brick Mz, 2DF

Table C4: Description of brick

Brick type Solid Mz, 2DF

Bulk density ρ [kg/dm³] ≥ 2,0

Compressive strength fb [N/mm²] ≥ 12

Code EN 771 - 1

Producer

Brick dimensions [mm] ≥ 240 x 115 x 113

Minimum wall thickness hmin [mm] ≥ 115

Table C5: Installation parameter for all anchor combinations (see Table B3)

Anchor type see Table B

Edge distance cmin = ccr [mm] 115

Spacing Ac smin II = scr II [mm] 240

smin ┴ = scr ┴ [mm] 115

Table C6: Group factor for group fastenings

Group factor αg,N II αg,V II αg,N ┴ αg,V ┴ [-] 2 at ccr and scr

Table C7: Characteristic tension resistance at edge distance c ≥ ccr

Use category w/w = w/d d/d

Service temperature range (Ta) (Tb) (Ta) (Tb)

Anchor type and size hef [mm] fb [N/mm²] NRk [kN]

HIT-V 1)

M8, M10, M12 80 12 3,0 2,5 3,0 2,5

HIT-IC

M8

80 12

3,0 2,5 3,0 2,5

M10, M12 4,0 3,5 4,0 3,5

HIT-V 1) + HIT-SC

M8, M10, M12 80 12 4,0 3,5 4,0 3,5

HIT-IC + HIT-SC

M8, M10, M12 80 12 4,0 3,5 4,0 3,5


Table C8: Characteristic shear resistance at edge distance c ≥ ccr



Anchor type and size hef [mm] fb [N/mm²] VRk [kN]

All anchors M8. M10, M12 80 12 3,5

Table C9: Displacements

hef [mm] N [kN] N0 [mm] N [mm] V [kN] V0 [mm] V [mm]

80 0,9 0,2 0,4 1,0 1,0 1,5

Brick type: Solid calcium silicate brick KS, 2DF


Brick type Solid KS, 2DF


Compressive strength fb [N/mm²] ≥ 12 or ≥ 28

Code EN 771 - 2

Producer

Brick dimensions [mm] ≥ 240 x 115 x 113


Table C11: Installation parameter for all anchor combinations (see Table B)




smin ┴ = scr ┴ [mm] 115







HIT-V 1)

HIT-IC

M8, M10, M12 80

12 5,5 5,0 6,0 5,0

28 8,5 7,5 8,5 7,5

HIT-V 1) +HIT-SC

HIT-IC +HIT-SC

M8, M10, M12 80

12 4,0 3,5 5,5 5,0

28 6,0 5,5 8,0 7,5






All anchors M8, M10, M12 80 12 4,0

28 6,0



80mm 2,3 0,2 0,4 1,5 1,2 1,8

Brick type: Hollow clay brick Hlz, 10DF


Brick type [-] Hlz 12-1,4-10 DF

Drawing of the brick

see Table B4Table B



Code [-] EN 771 - 1

Producer [-] Rapis (D)

Brick dimensions [mm] 300 x 240 x 238






smin ┴ = scr ┴ [mm] 240







HIT-V 1) +HIT-SC

HIT-IC+ HIT-SC

M8, M10, M12 80

12 3,0 2,5 3,0 2,5

20 3,5 3,0 3,5 3,0






HIT-V 1) +HIT-SC

HIT-IC +HIT-SC

M8, M10, M12 80

12 2,0

20 3,0




80 0,9 0,2 0,3 0,9 1,0 1,5

Brick type: Hollow calcium silicate brick KSL, 8DF


Brick type KSL-12-1,4-8 DF


see Error! Reference source not

found.Table B



Code EN 771 – 2

Producer KS Südbayern (D)







smin ┴ = scr ┴ [mm] 240







HIT-V 1) +HIT-SC

HIT-IC+HIT-SC

M8, M10, M12 80

12 3,0 2,5 3,5 3,0

20 4,0 3,5 5,0 4,5






HIT-V 1) +HIT-SC

HIT-IC +HIT-SC

M8, M10, M12 80

12 8,5

20 12,0




80 1,8 0,2 0,3 3,4 2,5 3,8

Brick type: Hollow lightweight concrete brick Hbl, 16DF


Brick type [-] Hbl-4-0,7


see Table B4Table B



Code [-] EN 771-3

Producer [-] Knobel (D)




Anchor type see Table B3



smin ┴ = scr ┴ [mm] 240







HIT-V 1) + HIT-SC

HIT-IC + HIT-SC

M8, M10, M12 80

2 1,2 0,9 1,5 1,2

6 2,0 1,5 2,5 2,0






HIT-V 1) + HIT-SC

HIT-IC + HIT-SC

M8, M10, M12 80

2 2,5

6 4,0




80 2,4 0,2 0,4 3,4 1,3 1,9

Brick type: Hollow normal weight concrete brick - parpaing creux


Brick type [-] B40


see Table B4Table B



Code [-] EN 771-3

Producer [-] Fabemi (F)




Anchor type see Table B3



smin ┴ = scr ┴ [mm] 200







HIT-V 1) + HIT-SC

HIT-IC + HIT-SC

M8, M10, M12 80

4 0,9 0,9 0,9 0,9

10 1,2 1,2 1,5 1,5






HIT-V 1) + HIT-SC

HIT-IC + HIT-SC

M8, M10, M12 80

4 2,5

10 4,0




80 1,0 0,6 1,2 2,3 0,6 0,9

DoP_01-01_10042014_Hilti_HIT-HY_200-A_anchor_0756-CPD-0457.docx





2. Type, batch or serial number as required pursuant to Article 11(4): See: ETA-14/0457 (10.03.2015), annex A1, A2. Batch number: see packaging of the product.

3. Intended use or uses of the construction product, in accordance with the applicable harmonised technical

specification:

Generic type Bonded anchor, Injection System

For use in

Concrete (C20/25 to C50/60): bore holes made with hammer drilling

cracked: M10-M16

non-cracked: M8-M24

Option / Category

Option 1

Loading Static, quasi-static

Material

Zinc coated steel: For dry internal use only

HIT-HY 170 + HIT-V(-F) (threaded rod): M8, M10, M12, M16, M20, M24

HIT-HY 170 + HIS-N (internally threaded sleeve): M8, M10, M12, M16

Stainless steel A4: For internal and external use with no particular aggressive conditions

HIT-HY 170 + HIT-V-R (threaded rod): M8, M10, M12, M16, M20, M24

HIT-HY 170 + HIS-RN (internally threaded sleeve): M8, M10, M12, M16

High corrosion resistant steel: For internal and external use with particular aggressive conditions

HIT-HY 170 + HIT-V-HCR (threaded rod): M8, M10, M12, M16, M20, M24

Temperature range (if applicable)

Temperature range I: -40°C to + 40°C (max. long term temperature +24°C and max. short term temperature +40°C) Temperature range II: -40°C to + 80°C (max. long term temperature +50°C and max. short term temperature +80°C

4. Name, registered trade name or registered trade mark and contact address as required pursuant to Article 11(5):

Hilti Corporation, Business Unit Anchors, 9494 Schaan, Fürstentum Liechtenstein

5. Where applicable, name and contact address of the authorised representative whose mandate covers the tasks

specified in Article 12(2): -

6. System or systems of assessment and verification of constancy of performance of the construction product as set

out in Annex V: System 1


EN

DoP_01-01_10042014_Hilti_HIT-HY_200-A_anchor_0756-CPD-0457.docx

8. In case of the declaration of performance concerning a construction product for which a European Technical

Assessment has been issued:


European Technical Assessment: ETA-14/0457 (10.03.2015)

European Technical Approval Guideline: ETAG 001 Part 1, 5



Essential characteristics

Design method Performance Harmonized Technical Specification

Characteristic resistance for tension

EOTA TR 029 method: A

ETA-14/0457 annex C1, C2

ETAG 001 Part 1, 5

Characteristic resistance for shear


ETA-14/0457 annex C1, C3

Minimum spacing and minimum edge distance


ETA-14/0457 annex B3, B4

Displacement for serviceability limit state


ETA-14/0457 annex C4

10. The performance of the product identified in points 1 and 2 is in conformity with the declared performance in point 9. This declaration of performance is issued under the sole responsibility of the manufacturer identified in point 4. Signed for and on behalf of the manufacturer by:

Hilti Corporation Schaan, 10.03.2015



Table C1: Characteristic values of resistance for threaded rod, HIT-V-… under tension loads in concrete

HIT-HY 170 with threaded rod, HIT-V-… M8 M10 M12 M16 M20 M24

Installation safety factor 2 1,0

Steel failure

Characteristic steel resistance NRk,s [kN] As · fuk

Combined pullout and concrete cone failure

Characteristic bond resistance in non-cracked concrete C20/25

Temperature range I: 40 °C/24 °C Rk,ucr [N/mm2] 10,0

Temperature range II: 80 °C/50 °C Rk,ucr [N/mm2] 7,5

Characteristic bond resistance in cracked concrete C20/25

Temperature range I: 40 °C/24 °C Rk,cr [N/mm2] - 5,5 -

Temperature range II: 80 °C/50 °C Rk,cr [N/mm2] - 4,0 -

Increasing factors for Rk in

concrete c

C30/37 1,04

C40/50 1,07

C50/60 1,09

Splitting failure

Edge distance ccr,sp [mm] for

h / hef ≥ 2,0 1,0 hef

2,0 > h / hef > 1,3 4,6 hef - 1,8 h

h / hef ≤ 1,3 2,26 hef

Spacing scr,sp [mm] 2·ccr,sp

Table C2: Characteristic values of resistance for threaded rod, HIT-V-… under shear loads in concrete


Steel failure without lever arm


Steel failure with lever arm

Characteristic bending moment M0Rk,s [Nm] 1,2 · Wel · fuk

Concrete pry-out failure

Factor in equation (5.7) of Technical Report TR 029 for the design of bonded anchors

k [-] 2,0

ccr,sp

h/hef

1,3

2,0

1,0 hef 2,26 hef

Table C3: Characteristic values of resistance for internally threaded sleeve HIS-(R)N under tension loads in non-cracked concrete

HIT-HY 170 with HIS-(R)N M8 M10 M12 M16

Installation safety factor 2 [-] 1,0

Steel failure

HIS-N with screw grade 8.8 NRk,s [kN] 25 46 67 125


HIS-RN with screw grade 70 NRk,s [kN] 26 41 59 110


Combined pullout and concrete cone failure

Characteristic bond resistance in non-cracked concrete C20/25

Temperature range I: 40 °C/24 °C Rk,ucr [N/mm2] 10,0

Temperature range II: 80 °C/50 °C Rk,ucr [N/mm2] 7,5

Increasing factors for Rk,ucr in concrete c,ucr

C30/37 1,04

C40/50 1,07

C50/60 1,09

Splitting failure

Edge distance ccr,sp [mm] for

h / hef ≥ 2,0 1,0 hef

2,0 > h / hef > 1,3 4,6 hef - 1,8 h

h / hef ≤ 1,3 2,26 hef

Spacing scr,sp [mm] 2·ccr,sp

ccr,sp

h/hef

1,3

2,0

1,0 hef 2,26 hef

Table C4: Characteristic values of resistance for internally threaded sleeve HIS-(R)N under shear loads in non-cracked concrete


Steel failure without lever arm

HIS-N with screw grade 8.8 VRk,s [kN] 13 23 34 63

Partial safety factor Ms,V [-] 1,25

HIS-RN with screw grade 70 VRk,s [kN] 13 20 30 55


Steel failure with lever arm

HIS-N with screw grade 8.8 M0Rk,s [Nm] 30 60 105 266


HIS-RN with screw grade 70 M0Rk,s [Nm] 26 52 92 233


Concrete pry-out failure

Factor in equation (5.7) of Technical Report TR 029 for the design of bonded anchors

k [-] 2,0

Table B1: Installation parameters of threaded rod, HIT-V-…

1) for larger clearance hole see “TR 029 section 1.1”

Table B2: Installation parameters of internally threaded sleeve HIS-(R)N

1) for larger clearance hole see “TR 029 section 1.1”


Diameter of element d [mm] 8 10 12 16 20 24

Nominal diameter of drill bit d0 [mm] 10 12 14 18 22 28

Range of effective embedment depth and depth of drilled hole

hef = h0 [mm] 60 to 96

60 to

120

70 to

144

80 to

192

90 to

240

96 to

288

Maximum diameter of clearance hole in the fixture

1) df [mm] 9 12 14 18 22 26

Minimum thickness of concrete member

hmin [mm] hef + 30 mm ≥ 100 mm

hef + 2·d0

Maximum torque moment Tmax [Nm] 10 20 40 80 150 200

Minimum spacing smin [mm] 40 50 60 80 100 120

Minimum edge distance cmin [mm] 40 50 60 80 100 120


Outer diameter of sleeve d [mm] 12,5 16,5 20,5 25,4

Nominal diameter of drill bit d0 [mm] 14 18 22 28

Effective embedment depth and drill hole depth

hef = h0 [mm] 90 110 125 170

Maximum diameter of clearance hole in the fixture

1) df [mm] 9 12 14 18

Minimum thickness of concrete member

hmin [mm] 120 150 170 230

Maximum torque moment Tmax [Nm] 10 20 40 80

Thread engagement length min-max hs [mm] 8-20 10-25 12-30 16-40

Minimum spacing smin [mm] 60 75 90 115

Minimum edge distance cmin [mm] 40 45 55 65

Table C5: Displacement under tension load in mm/(N/mm²)


Non-cracked concrete

Displacement N0 [mm/(N/mm²)] 0,07 0,07 0,07 0,08 0,08 0,09

Displacement N [mm/(N/mm²)] 0,07 0,07 0,07 0,08 0,08 0,09

Cracked concrete

Displacement N0 [mm/(N/mm²)] - 0,07 0,07 0,06 - -

Displacement N [mm/(N/mm²)] - 0,11 0,11 0,11 - -

Table C6: Displacement under shear load in mm/(N/mm²)


Displacement V0 [mm/(N/mm²)] 0,06 0,06 0,05 0,04 0,04 0,03

Displacement V [mm/(N/mm²)] 0,09 0,08 0,08 0,06 0,06 0,05

Table C7: Displacement under tension load in mm/(N/mm²)


Non-cracked concrete

Displacement N [mm/(N/mm²)] 0,06 0,07 0,08 0,09

Displacement N [mm/(N/mm²)] 0,06 0,07 0,08 0,09

Table C8: Displacement under shear load in mm/(N/mm²)


Displacement V0 [mm/(N/mm²)] 0,10 0,10 0,10 0,10

Displacement V [mm/(N/mm²)] 0,15 0,15 0,15 0,15

DoP_en_01-01_000000001803_HIT-HY_170_rebar.docx





2. Type, batch or serial number as required pursuant to Article 11(4):

See: ETA-15/0297 (11.12.2015), annex A3

Batch number: see packaging of the product.

3. Intended use or uses of the construction product, in accordance with the applicable harmonised technical

specification:

Generic type Injection system for post-installed rebar connections with mortar

For use in

Concrete (C12/15 to C50/60):

non-carbonated

maximum allowable chloride contents of the concrete: 0,40%

bore holes made with hammer drilling or compressed air drilling

Option / Category -

Loading Static or quasi-static loading, fire exposure

Material

Rebars and de-coiled rods: ϕ 8 to ϕ 25

class B or C with fyk and k according to NDP or NCL of EN 1992-1-1

fuk = ftk = k • fyk

Temperature range

(if applicable)

-40°C to + 80°C (max. long term temperature +50°C and max. short term temperature

+80°C)

4. Name, registered trade name or registered trade mark and contact address as required pursuant to Article 11(5):

Hilti Corporation, Business Unit Anchors, 9494 Schaan, Fürstentum Liechtenstein

5. Where applicable, name and contact address of the authorised representative whose mandate covers the tasks

specified in Article 12(2): -

6. System or systems of assessment and verification of constancy of performance of the construction product as set

out in Annex V: System 1


8. In case of the declaration of performance concerning a construction product for which a European Technical

Assessment has been issued:


European Technical Assessment: ETA-15/0297 (11.12.2015)

EN


European Assessment Document: EAD 330087-00-0601



Essential

characteristics Design method Performance

Harmonized Technical

Specification

Minimum concrete

cover

EN 1992-1-1

ETA-15/0297, Annex C1

ETA-15/0297 annex B3

EAD 330087-00-0601

Minimum

anchorage lengths ETA-15/0297 annex C1

Design value of the

ultimate bond

stress

ETA-15/0297 annex C1

Resistance to fire ETA-15/0297 annex C1

10. The performance of the product identified in points 1 and 2 is in conformity with the declared performance in point

9. This declaration of performance is issued under the sole responsibility of the manufacturer identified in point 4.

Signed for and on behalf of the manufacturer by:

Hilti Corporation

Schaan, 11.12.2015




Table B1: Minimum concrete cover cmin1) of the post-installed rebar

depending on drilling method and drilling tolerance

Table B4: Parameters of drilling, cleaning and setting tools

1) Assemble extension HIT-VL 16/0,7 with coupler HIT-VL K for deeper boreholes.

Drilling method Bar diameter

[mm]

Minimum concrete cover cmin1) [mm]

Without drilling aid With drilling aid

Hammer drilling

(HD)

ϕ < 25 30 + 0,06 · lv ≥ 2 · ϕ 30 + 0,02 · lv ≥ 2 · ϕ

ϕ ≥ 25 40 + 0,06 · lv ≥ 2 · ϕ 40 + 0,02 · lv ≥ 2 · ϕ

Compressed air

drilling (CA)

ϕ < 25 50 + 0,08 · lv 50 + 0,02 · lv

ϕ ≥ 25 60 + 0,08 · lv ≥ 2 · ϕ 60 + 0,02 · lv ≥ 2 · ϕ

Elements Drill and clean Installation

Rebar

Hammer

drilling

(HD)

Compressed

air drilling

(CA)

Brush

HIT-RB

Air nozzle

HIT-DL

Extension

for air

nozzle

Piston plug

HIT-SZ

Extension

for piston

plug

Maximum

embedment

depth

-

size d0 [mm] d0 [mm] size size [-] size [-] lv,max [mm]

ϕ 8 10 - 10 10

HIT-DL

10/0,8

or

HIT-DL

V10/1

- HIT-VL

9/1,0

250

12 - 12 12 12 1000

ϕ 10 12 - 12 12 12 250

14 - 14 14 14

HIT-VL

11/1,0

1000

ϕ 12

14 - 14 14 14 250

16 - 16 16 16

1000

- 17 18 16 16

ϕ 14 18 - 18 18 18

- 17 18 16 16

ϕ 16 20 20 20 20 HIT-DL

16/0,8

or

HIT-DL B

and/or

HIT-VL

16/0,7

and/or

HIT-VL 16

20

HIT-VL

16/0,7

and/or

HIT-VL 16

ϕ 18 22 22 22 22 22

700

ϕ 20 25 - 25 25 25

- 26 28 25 25

ϕ 22 28 28 28 28 28

ϕ 24 32 32 32 32 32

ϕ 25 32 32 32 32 32


Table C1: Amplification factor αlb

Bar diameter Concrete class

C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60

ϕ 8 to ϕ 25 1,0

Table C2: Design values of the ultimate bond resistance fbd1) in N/mm²

Bar diameter Concrete class

C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60

ϕ 8 to ϕ 12 1,6 2,0 2,3 2,7 3,0 3,4 3,7 3,7 3,7

ϕ 14 to ϕ 25 1,6 2,0 2,3 2,7 3,0 3,4 3,4 3,4 3,4

Table C3: Temperature reduction factor kfi(θ)

DECLARATION OF PERFORMANCE

Documents

Transcript of DECLARATION OF PERFORMANCE