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052903-V3

HA

Applicati

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AP 1.15 H

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α < 20°

0° < α < 45°

5° < α < 60°

0° < α < 90°

0° < α < 120°

-03. 2013

AP 1.15 Ho

ons

5 is designeinstalled “mnual or moto

ading dat

otal applies tsign of anchoting of anchostance influencrete, C20/ncrete, ACI 3

oading; vibra

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WL

WL

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ed for tempmaster hoistor hoists an

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Load Limita

LL total

LL total

LL total

LL total

LL total

or Plate B

porary and t point” for nd bears a w

design of anc

25 N/mm² gn (cylindricac safety fact

single and

ation (WLL)

[metric ton

[metric ton

[metric ton

[metric ton

[metric ton

Benefits

No limswive

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permanent installation

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al safety factor

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int loads

Single Point

1,15

1,15

1,15

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ot applicable

Keep distance

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point can be dnd uncracked c

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.15 can be com

mbled (one piec

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of 4 for all stee

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0 psi

SingPulle

2,2

2,1

2,0

1,6

1,1

e of min. 4 x hef

1.15

ook (shackle) clate with 4 anch

ts of vibratory mic safety factor

esigned with Pconcrete, ≥ C20

(hef=3 ¼’’)

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x 52 mm (wh

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ase total WLL

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APs

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2

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HAP 1.1

Design of

AP 1.15 is dstallation or

he design ofynamic effecses: A conc

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ETAG desig

Conditions: Base mateconditions Cracked oSlab thicknDimensionPartial safe

Load scenarFz

Load scenarF_z F_x F_y M_x M_y

Load scenarF_x 14F_y 14M_x M_y

or use of HA

ree download

Minimum slab

5

f anchor

designed tor maintenan

f an anchoracts, etc.) Focrete ancho

chor satisfieon method:

gn

erial: acc. to

r uncracked ness: onsite ns of baseplaety factor for

io 1 (pure te20.7 kN

io 2 (diagon14.6 kN10.4 kN10.4 kN0.38 kN0.38 kN

io 3 (diagon4.6 kN 4.6 kN

AP 1.15 as ET

d of PROFIS

b thickness a

rage

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onsite

concrete slab thicknes

ate see pictur load L= 1.8

ension): N

nal 45°): N N N Nm Nm

nal shear):

0.54 kNm0.54 kNm

TAG approv

S Anchor des

according to

as hoist po

HAP 1.15 mnchorage fobe conside

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ved anchora

sign software

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ust accountor HAP 1.15red as suita

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f applied anc

ing loads u

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commends u

hilti.com Serv

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2052903-V

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V3-03. 201

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13

ator

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3 M 052903-V3

CC Design

Conditions:

Base mateconditions Cracked oSlab thicknthickness3

DimensionPartial safe

Load scenarF_z

Load scenarF_z F_x F_y M_x M_y

Load scenarF_x F_y M_x M_y

or use of HA

Minimum slab

-03. 2013

n (ACI 318-

erial: acc. to

r uncracked ness: onsite

ns of baseplaety factor for

io 1 (pure te4654 lbf

io 2 (diagon3291 lbf2327 lbf2327 lbf3389 in-3389 in-

io 3 (diagon3291 lbf3291 lbf

AP 1.15 as IC

b thickness a

-08, Appen

onsite

concrete slab

ate see pictur load L= 1.8

ension): f

nal 45°): f f f -lbf -lbf

nal shear): f f

CC approved

according to

ndix D)

re

4793 in-lbf4793 in-lbf

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tech. data of

f f

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f applied anc

85 lbf), Hilti

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HAP 1

recommend

z

Load scena

1.15

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ario 2

½ x 3 1/4”.

3

HAP 1.15

2052903-V3-03. 2013 4

Onsite Qualification

Hilti recommends to proof load the installed HAP 1.15 each time after the hoist equipment is installed, adjusted, or changed.

Test procedure (shown with Hilti Anchor Tester HAT 28-E) This procedure will verify the fastening capacity of the anchorage and the base material for HAP 1.15 use.

1. Make sure anchors for the HAP 1.15 are correctly installed. Make sure shackle is not attached (de-install shackle if necessary). Connect ring bolt adapter of HAT 28 to center bolt.

2. Connect HAT 28 with ring bolt adapter and position the tester with edges of tester baseplate parallel to edges of HAP plate.

Turn crank in clockwise direction until legs are in contact with the base material.

Check that pullout force acts parallel to the axis of the anchors and parallel to the legs of the HAT 28 and HAP 1.15 is centered with HAT 28.

3. Set the red hand of the gauge to zero.

4. Hold the HAT 28 by the grip while increasing the load on the HAP 1.15 by turning the crank in a clockwise direction. Increase the load until proof load of 26.5 kN is attained.

5. Keep the proof load on HAP 1.15 for at least 5 minutes.

6. Check the load on the HAT 28 after 5 minutes (black hand) and note down the difference to the initially applied proof load (red hand).

Release the load by turning the crank counterclockwise.

7. Remove HAT 28 and ring bolt adapter.

Perform visual check on HAP 1.15 and base material (damages, deformations, cracks, …).

The Hoist Anchor Kit has passed the test and can be loaded with a maximal working load of 1.15 metric tons if the following requirements are met:

- the applied proof load of 26.5 kN decreased less than 10% during the 5 minutes test duration

- no damage or deformation of the HAP 1.15

- no damage (e.g. cracks) in the base material

8. Install the shackle and plug in the safety pin, optional is to mark or label the HAP 1.15 with date of proof loading, name of testing person, …

26.5 kN

HAP 1.15

2052903-V3-03. 2013 5

Materials Part Material / Mechancial properties or standard

Shackle axis Galvanized steel Rm > 550N/mm2

Shackle (U-bolt) Material, functional dimensions and mech. properties acc. to EN 13889, coated with 100my powder laque

Eye Bolt Galvanized steel Rm > 550N/mm2

Base plate Galvanized steel Rm > 355N/mm2

Base material thickness and anchor spacing

HAP 1.15

Minimum base material thickness hmin [mm] according to technical data of applied anchors Spacing (Hoist Anchor Plate) s [mm] 110 Edge distance c [mm] according to technical data of applied anchors a)

a) For smaller edge distances the design loads have to be reduced (see ETAG 001, Annex C).

HAP 1.15

2052903-V3-03. 2013 6

Setting instructions

3 ¼“ EMBED