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Text formats

Take efficiency to new heights.

Products for elevator installation

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ETA approval and conformity

Hilti anchor channels hold the ETA-11/0006 (28.02.2012) European Technical Approval and are thus construction supervisory authority approved for use under static or quasi-static loading in normal reinforced or unreinforced concrete of at least the C12/15 grade and up to a maximum of the C90/105 grade as per EN 206:2000-12. The anchor channels may be used to provide anchorage in cracked or uncracked concrete. The anchor channels may be used to take up tensile or shear loads or a combination of tensile loads and shear loads acting at right angles to the longitudinal axis of the channel. The anchor channels may also be used where the anchorage is required to meet fire resistance requirements.

The HAC-40 to HAC-70 anchor channels normally used for elevator installation may also be used in conjunction with the HBC-C special bolts in situations where fatigue-relevant tensile loading occurs.

The Hilti anchor channel system is subject not only to the company’s own internal manufacturing quality inspections but also to independent production quality monitoring carried out according to predefined inspection plans. Consistently high product quality is thus ensured.

The EC Conformity Certificate confirms that all regulations concerning the certification of conformity and the performance characteristics of the product, as described in ETA-11/0006, have been applied and that the specified requirements are fulfilled.

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The Hilti Anchor Channel System

The HAC-40 is the preferred anchor channel for elevator installation. All channels are equipped with end caps and an LDPE foam insert with tear-out strip to prevent filling with concrete during the concrete pouring phase. The end caps also prevent bolts being positioned in areas beyond the last cast-in anchor, which is not permitted in accordance with the terms of the approval. They are thus also an important safety feature.The tear-out strip allows easy removal of the foam insert and as the insert generally remains in one piece during removal, it can be disposed of easily.

One bolt type fits all anchor channels.The bolts are available in various lengths and diameters in stainless steel, zinc-plated and hot-dip galvanized versions.

150

200

250

300

350

450

550

800

1050

1300

1550

1800

2050

2300

5800

HAC-40 / HAC-50

standard lengths 1)

1) Other channel lengths, in 5 mm increments, available on request

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The Hilti Anchor Channel System

Clear marking for reliable identification

Hilti anchor channels have clear markings on the outside surface that allow correct identification before casting in concrete. The markings consist of the Hilti logo, the channel type designation and the type of corrosion protection. The channels bear a unique production number that indicates the production lot as well as the channel type, to aid identification.

The same markings can be found inside the channel. These are visible after removal of the foam strip and allow identification after installation (i.e. after casting in).

Hilti bolts bear marks on the head indicating the bolt type, strength class, corrosion class and also include a manufacturing mark. The tip of the bolt features a distinct groove that provides a clear indication of bolt head alignment. Bolts with notching heads can be identified after installation by the 2 grooves in the tip.

Hilti anchor channels are hot-dip galvanized in accordance with ISO 1461:1999 or, respectively, EN ISO 1461:2009. Further details of the galvanizing can be found in ETA-11/0006.

Corrosion protection

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The weldable anchor channel system

The weldable HAC-F-W channel is used in situations where the channels are attached directly to the underlying steel. These channels are supplied in a black finish, i.e. without corrosion protection. The standard length is 6m.

Profile Width Height WeightSurface

areaMoment of

inertia Section modulusMax. single

load

bch hch G A Iy Iz Wy Wz Wpl,y NRd

[mm] [mm] [kg/m] [cm2] [cm4] [cm4] [cm3] [cm3] [cm3] [kN]HAC-40 W 40.9 22.4 1.81 2.30 1.62 5.36 1.32 2.62 1.80 13.9

HAC-50 W* 41.9 25.4 2.30 2.93 2.56 7.18 1.85 3.23 2.55 18.3

HAC-60 W* 43.4 30.3 3.16 4.03 4.78 10.59 2.92 4.88 4.05 28.9

HAC-70 W* 45.4 35.3 4.32 5.50 8.35 15.52 4.40 6.84 6.21 40.6

bch

y y

z

z

hch

HAC-40 W HAC-50 W HAC-60 W HAC-70 W

* HAC-50 W to HAC-70 W: Details of delivery period available on request.

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Weld spacing and combined loading details for the HAC-40 W

120 20

The most unfavorable point for tensile and shear loading

FQd 90°(kN) FQd 60° (kN) FZd 30° (kN) FZd 0° (kN)Design load 4.20 4.80 8.40 13.90

FQ,zul 90° (kN) FQzul 60° (kN) FQ,zul 30° (kN) FZ,zul 0° (kN)Permissible load

3.00 3.50 6.00 9.90

aw =2.25mm

Item number Designation Packaging unitStandard / on request

2036021 HAC-40-W anchor channel, length 6 m 1 Standard

2036022 HAC-50-W anchor channel, length 6 m 1 On request

2036023 HAC-60-W anchor channel, length 6 m 1 On request

2036024 HAC-70-W anchor channel, length 6 m 1 On request

Ordering information

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Dimensions and minimum structural component requirements

[mm] HAC-40 HAC-50 HAC-60 HAC-70

Minimum depth of anchorage

min hef 91 106 148 175

Minimum edge distance

cmin 50 75 100 100

Anchor head thickness

Dh 3 3.5 4.5 5

Minimum component thickness

hmin hef + Dh + cnom1)

hc

h

d tnom,

l

tnom,bbc

h

f

bch hch tnom,b tnom,l d f Iy

[mm] [mm4]

HAC-40 40,9 28,0 2,25 2,25 19,5 4,50 21452

HAC-50 41,9 31,0 2,75 2,75 19,5 5,30 33125

HAC-60 43,4 35,5 3,50 3,50 19,5 6,30 57930

HAC-70 45,4 40,0 4,50 4,50 19,5 7,40 96736

1) cnom as per EN 1992-1-1:2005

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HBC bolts for the HAC anchor channel system

Strength values for HBC-C(-E)* special bolts

Grade (strength) 4.6 8.8 A4-50

fuk [N/mm2] 400 800 500

fyk [N/mm2] 240 640 210

M12 8.8 gv

40

50

60

100

150

M16 8.8. gv

50

60

80

100

125

150

300

HBC-C-Ebolt lengths

Hilti HBC-C bolts are designed and approved for use with the HAC anchor channel system. They comply with the requirements of EN ISO 4018. The HBC-C bolts are supplied either in a zinc-plated finish following ISO 1461:1999 with a zinc thickness of ≥ 8µm or hot-dip galvanized with a zinc thickness of ≥ 45µm. Please note the details given in European Technical Approval ETA-11/0006.The Hilti HBC-C-E special bolts are particularly suitable for elevator installation applications. HBC-C standard bolts may, of course, also be used.

HBC-C-N notched T-bolts are available for use in situations where forces require to be taken up parallel to the anchor channel (Vparallel). Application of the tightening torque causes indentations to be formed in the lip of normal HAC anchor channels, providing the necessary keying effect that allows these longitudinal forces to be taken up. Use of notched T-bolts allows longitudinal forces to be taken up by the channel according to specification without need for channels with a serrated lip. This greatly reduces complexity on the jobsite in terms of the items required.

* E… Elevator

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Notched T-bolts

Longitudinal forces parallel to the channel axis may be caused by various actions or effects such as stabilizing loads or as a result of earthquakes. The design of anchor channels for loads of this kind is not covered by European standards. Hilti has thus developed its own design concept for this situation. The applicable steel tests were carried out at the Technical University of Dortmund, Germany.

Longitudinal forces can be taken up reliably either by serrated T-bolts together with serrated channels (HAC-30) or by way of HBC-C-N notched T-bolts and standard (HAC-40 to HAC-70) channels thanks to the keying effect they achieve.

Serrated channels achieve this keying effect as a result of the serrated lip of the channel. When notched T-bolts are used, however, the notches in the channel lip are formed only when the tightening torque is applied to the bolt. The advantages of this system are the lower level of complexity due to use of channels of the same type plus finer adjustability as notch spacing is no longer predefined.

T-head bolts Charact. resistance

VII

VRk,s,l

Design resistance

VII

VRd,s,l

Permissible stress

VII

Vrec

Tightening torque

Tinst

Min. screw

spacingsmin,s

HBC-C-N M12 8.8* 7.2 kN 4.0 kN 2.9 kN 70 Nm 60mm

HBC-C-N M16 8.8 14.5 kN 8.0 kN 5.7 kN 200 Nm 80mm

HBC-C-N M20 8.8 22.0 kN 12.2 kN 8.7 kN 400 Nm 100mm

HBC-B M12 4.6 3.0 kN 1.67 kN 1.2 kN 25 Nm 60mm

* Preliminary values, please verify with PROFIS Anchor Channel (PC software)

Teeth form anotch in thechannel

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Installation parameters forHBC-C(-E)* special bolts

Anchor channel

Special bolt type

Specialbolt

diameter

Min. edge distance

smin,s

for special bolts

Torque Tinst

General Steel to steel contact4.6; 8.8;A4-50

4.6A4-50

8.8

[mm] [mm] [Nm]

HAC-40

HBC-C

HBC-C-E*

HBC-C-N*

10 50 15 15 4812 60 25 25 7016 80 60 60 20020 100 75 120 400

HAC-50

10 50 15 15 4812 60 25 25 7016 80 60 60 20020 100 120 120 400

HAC-60

10 50 15 15 4812 60 25 25 7016 80 60 60 20020 100 120 120 400

HAC-70

10 50 15 15 4812 60 25 25 7016 80 60 60 20020 100 120 120 400

GeneralThe fixture is braced against the anchor channelor the concrete or, respectively, against the anchor channel and the concrete.

Steel to steel contactThe fixture is braced against the anchor channel by way of suitable washer positioned between the parts.

Washer

* E… Elevator, N… notched (notching-head bolt)

The tightening torque is applied in accordance with the table below and must not be exceeded.

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Installation instructions for HAC anchor channels and HBC bolts

1) Tinst must not be exceeded

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Ready-made anchor channel pairs manufactured to size

Standard profile

Depth of anchorage

hef

Number of anchors and spacing

Channel length

increments L

Distance between parallel

channels in increments of

Channel length

min./max.

Distancebetween channels,min./max.

[mm] [mm] [mm] [mm] [mm] [mm]

HAC-40 91 Number of anchors

=

Symmetrically, equally-spaced

anchors

Max. anchor spacing distance:

smax=250mm

5 1

150/2800

100/500

HAC-50 106 150/2800

HAC-60 148 300/2800

HAC-70 175 300/2800

Hilti anchor channels can be manufactured on request as pairs in a parallel configuration. Pairs with the channels at an oblique angle to each other can also be produced on request. The distance between the channels in the pair must be at least 100 mm and up to a maximum of 500 mm, in increments of 1 mm. In addition to the standard channel lengths, channels can also be manufactured in any desired length up to a maximum of 2800 mm in 5 mm increments. It is also possible to manufacture parallel pairs with channels of different lengths in order to achieve the optimum, most cost-efficient anchor channel solution.

Parallel channels are manufactured specially for the applicable project. Details of delivery periods are available on request.

HAC-40 91/350 x 250 F

hefChannel type Channel length Distance between channels

How to order (example)

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Ready-made anchor channel pairs manufactured to size

Hilti installation instructions for parallel channels

Anchor channel pairs are of particular advantage in situations where it is essential that the specified distance between the fastening bolts is maintained, e.g. for base plates without oblong holes.

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HST stud anchor

The simple and reliable fastening solution for high loads in cracked and uncracked concrete.

Advantages• Can be easily leveled and adapted to the

situation• Can be designed to take up seismic

loads• ETA approval for use in cracked and

uncracked concrete

Approvals• BZS• ETA-98/0001• LEED information

Stud anchors – a solution to meet every requirement

Head configuration Externally threaded

Environmental conditions Indoor, dry conditions

Installation technique Through in-place parts, presetting

Composition Steel, galvanized (at least 5 µm)

Tested / approved for use in diamond-cored holes

Yes

PROFIS design software Yes

LEED information available Yes

www.hilti.com 15

Ordering designation

Anchor length

Diameter Through-holeInstallation torque

Nut size Wrench sizePackage contents

Item no.

HST M8X75/10 75 mm M8 9 mm 20 Nm 13 mm 13 mm 100 pc 371581

HST M10X90/10 90 mm M10 12 mm 45 Nm 17 mm 17 mm 50 pc 371584

HST M8x95/30 95 mm M8 9 mm 20 Nm 13 mm 13 mm 80 pc 295378

HST M8X95/30 95 mm M8 9 mm 20 Nm 13 mm 13 mm 100 pc 371582

HST M10X100/20 100 mm M10 12 mm 45 Nm 17 mm 17 mm 50 pc 371879

HST M10x110/30 110 mm M10 12 mm 45 Nm 17 mm 17 mm 40 pc 295367

HST M10X110/30 110 mm M10 12 mm 45 Nm 17 mm 17 mm 50 pc 371585

HST M8X115/50 115 mm M8 9 mm 20 Nm 13 mm 13 mm 50 pc 371583

HST M12X115/20 115 mm M12 14 mm 60 Nm 19 mm 19 mm 25 pc 371587

HST M10X130/50 130 mm M10 12 mm 45 Nm 17 mm 17 mm 25 pc 371586

HST M16X140/25 140 mm M16 18 mm 110 Nm 24 mm 24 mm 12 pc 371593

HST M12X145/50 145 mm M12 14 mm 60 Nm 19 mm 19 mm 25 pc 371588

HST M16X165/50 165 mm M16 18 mm 110 Nm 24 mm 24 mm 12 pc 371594

HST M20X170/30 170 mm M20 22 mm 240 Nm 30 mm 30 mm 5 pc 371598

HST M12X185/90 185 mm M12 14 mm 60 Nm 19 mm 19 mm 25 pc 371589

HST M20X200/60 200 mm M20 22 mm 240 Nm 30 mm 30 mm 5 pc 371599

HST M24X200/30 200 mm M24 26 mm 300 Nm 36 mm 36 mm 5 pc 371601

HST M12X215/120

215 mm M12 14 mm 60 Nm 19 mm 19 mm 25 pc 371590

HST M16X215/100

215 mm M16 18 mm 110 Nm 24 mm 24 mm 12 pc 371595

HST M24X230/60 230 mm M24 26 mm 300 Nm 36 mm 36 mm 5 pc 371602

HST M12X235/140

235 mm M12 14 mm 60 Nm 19 mm 19 mm 25 pc 371591

HST M12X255/160

255 mm M12 14 mm 60 Nm 19 mm 19 mm 25 pc 371592

HST M16X255/140

255 mm M16 18 mm 110 Nm 24 mm 24 mm 12 pc 371596

HST M20x260/120

260 mm M20 22 mm 240 Nm 30 mm 30 mm 5 pc 274697

HST M16X295/180

295 mm M16 18 mm 110 Nm 24 mm 24 mm 12 pc 371597

Ordering information

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Stud anchors – a solution to meet every requirement

HSA stud anchor

The simple and reliable fastening solution for high loads in uncracked concrete.

Advantages• Quick and reliable installation using the

SIW 14-A/SIW 22-A and S-TB torque bar

• High loading capacity plus best spacing and edge distances

• 3 setting depths for high design flexibility• ETA approval for use in uncracked

concrete

Approvals• ETA-012/0374• LEED information

Head configuration Externally threaded

Environmental conditions Indoor, dry conditions

Installation technique Through in-place parts, presetting

Composition Steel, galvanized (at least 5 µm)

Tested / approved for use in diamond-cored holes

Yes

PROFIS design software Yes

LEED information available Yes

www.hilti.com 17

Ordering informationOrdering designation

Anchor length

Diameter

Through-hole

Installation torque

Nut size Wrench sizePackage contents

Item no.

HSA M6 5/-/- 50 mm M6 7 mm 5 Nm 10 mm 10 mm 200 pc 2036084

HSA M8 5/-/- 55 mm M8 9 mm 15 Nm 13 mm 13 mm 100 pc 2004122

HSA M6 20/10/- 65 mm M6 7 mm 5 Nm 10 mm 10 mm 200 pc 2036085

HSA M10 5/-/- 68 mm M10 12 mm 25 Nm 17 mm 17 mm 50 pc 2004127

HSA M8 20/10/- 70 mm M8 9 mm 15 Nm 13 mm 13 mm 100 pc 2004123

HSA M10 20/10/- 83 mm M10 12 mm 25 Nm 17 mm 17 mm 50 pc 2004128

HSA M6 40/30/10 85 mm M6 7 mm 5 Nm 10 mm 10 mm 100 pc 2036086

HSA M8 35/25/- 85 mm M8 9 mm 15 Nm 13 mm 13 mm 80 pc 2004124

HSA M12 5/ -/- 85 mm M12 14 mm 50 Nm 19 mm 19 mm 25 pc 2004154

HSA M10 35/25/- 98 mm M10 12 mm 25 Nm 17 mm 17 mm 40 pc 2004129

HSA M6 55/45/25 100 mm M6 7 mm 5 Nm 10 mm 10 mm 100 pc 2036087

HSA M12 20/5/- 100 mm M12 14 mm 50 Nm 19 mm 19 mm 25 pc 2004155

HSA M16 5/-/- 102 mm M16 18 mm 80 Nm 24 mm 24 mm 16 pc 2004161

HSA M8 55/45/15 105 mm M8 9 mm 15 Nm 13 mm 13 mm 50 pc 2004125

HSA M10 50/40/10 113 mm M10 12 mm 25 Nm 17 mm 17 mm 40 pc 2004150

HSA M12 35/20/- 115 mm M12 14 mm 50 Nm 19 mm 19 mm 25 pc 2004156

HSA M16 20/5/- 117 mm M16 18 mm 80 Nm 24 mm 24 mm 16 pc 2004162

HSA M20 10/-/- 125 mm M20 22 mm 200 Nm 30 mm 30 mm 10 pc 2036088

HSA M8 80/70/40 130 mm M8 9 mm 15 Nm 13 mm 13 mm 50 pc 2004126

HSA M10 70/60/30 133 mm M10 12 mm 25 Nm 17 mm 17 mm 25 pc 2004151

HSA M16 40/25/- 137 mm M16 18 mm 80 Nm 24 mm 24 mm 16 pc 2004163

HSA M12 65/50/15 145 mm M12 14 mm 50 Nm 19 mm 19 mm 25 pc 2004157

HSA M10 90/80/50 153 mm M10 12 mm 25 Nm 17 mm 17 mm 25 pc 2004152

HSA M10 105/95/65 168 mm M10 12 mm 25 Nm 17 mm 17 mm 25 pc 2004153

HSA M20 55/30/15 170 mm M20 22 mm 200 Nm 30 mm 30 mm 10 pc 2036089

HSA M12 95/80/45 175 mm M12 14 mm 50 Nm 19 mm 19 mm 25 pc 2004158

HSA M16 85/70/30 182 mm M16 18 mm 80 Nm 24 mm 24 mm 16 pc 2004164

HSA M12 125/110/75

205 mm M12 14 mm 50 Nm 19 mm 19 mm 25 pc 2004159

HSA M12 145/130/95

225 mm M12 14 mm 50 Nm 19 mm 19 mm 25 pc 2004160

HSA M16 135/120/80

232 mm M16 18 mm 80 Nm 24 mm 24 mm 16 pc 2004165

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Head configuration Externally threaded

Environmental conditions Indoor, dry conditions

Installation technique Through in-place parts, presetting

Composition Steel, galvanized (at least 5 µm)

HSV stud anchorThe simple and reliable fastening solution for use in uncracked concrete

Applications

Advantages• Good loading capacity• Tapered end to prevent thread damage

when hammering in

Stud anchors – a solution to meet every requirement

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Ordering information

Ordering designation

Anchor length

Diameter Through-holeInstallation torque

Nut size Wrench sizePackage contents

Item no.

HSV M8x75 75 mm M8 9 mm 15 Nm 13 mm 13 mm 100 pc 2041604

HSV M10x90 90 mm M10 12 mm 30 Nm 17 mm 17 mm 50 pc 2041605

HSV M10x100 100 mm M10 12 mm 30 Nm 17 mm 17 mm 50 pc 2041606

HSV M12x100 100 mm M12 14 mm 50 Nm 19 mm 19 mm 30 pc 2041607

HSV M12x110 110 mm M12 14 mm 50 Nm 19 mm 19 mm 30 pc 2041608

HSV M12x120 120 mm M12 14 mm 50 Nm 19 mm 19 mm 30 pc 2041609

HSV M16x120 120 mm M16 18 mm 100 Nm 24 mm 24 mm 16 pc 2041611

HSV M16x140 140 mm M16 18 mm 100 Nm 24 mm 24 mm 16 pc 2041612

HSV M12x150 150 mm M12 14 mm 50 Nm 19 mm 19 mm 25 pc 2041610

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Hilti scaffolding shoes for platforms in elevator shafts

5.5 kN 9 kN 12 kN*

Scaffolding shoe with 30x30 mm bar for use on concrete walls

Plastic sleeve 31 x 31mm

Plastic sleeve31 x 31mm

Metal sleeve31 x 31mm

Universal scaffolding shoe for subsequent installation

On C20/25 concrete with

two HST M12/115

Scaffolding shoes with a maximum loading capacity of 5.5 kN, 9 kN or 12 kN are available for the erection of installation platforms in elevator shafts. These scaffolding shoes are designed for use with square timber with a width of 10 cm. The scaffolding shoes have been certified by the DGUV (German accident insurance organization, formerly known as BG) with certificate number 12229-DGUV dated 03.12.2012.

The stage shoe cast-in sleeve feature a plastic foil cover to prevent entry of concrete slurry during the concrete pouring operation.

The installation instructions and instructions for use must be observed. The universal stage shoe can be installed on concrete of at least the C20/25 grade using at least two Hilti HST M12x115/20 anchors. If the shoes are to be used in masonry shafts (i.e. brick or block) we recommend that the loading capacity of the masonry is determined by carrying out anchor pull-out tests and the fastening method designed accordingly. Alternatively, the universal scaffolding shoes can be fastened using Hilti anchor channels (at least HAC-40) with HBC-C M12 4.6 bolts.

To ensure unique identification and traceability, the scaffoling shoes are marked with the loadbearing capacity in kN and date of manufacture.

* 12 kN push-in scaffolding shoe available on request, please enquire about delivery period

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Hilti scaffolding shoes for maximum safety with elevator shaft platforms

Applies to all scaffolding shoes: no additional concrete reinforcement is required so long as the concrete has the required minimum compressive strength (at least C20/25 grade).In situations where the concrete has a lower compressive strength (i.e. lower than C20/25), please contact Hilti for advice.

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DGUV test certificate for Hilti scaffolding shoes

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Instructions for the installation and use of Hilti scaffolding shoes

Universal scaffolding shoe Push-in scaffolding shoe 5.5/9 kN

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Secure anchor points / lifting loops for installation on shaft roofs

The lifting loops are screwed into the cast-in anchors (in concrete) and serve as lifting or anchor point for various loads.

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Secure anchor points / lifting loops for installation on shaft roofs

Recommendedtensile load up

to 45°Frec *[kN]

RD 16 12

RD 20 20

RD 30 40

RD 42 80

BSA / WAS anchor: loads

Min. spacing distance

da

[mm]

Min. edge distance

de

[mm]

Min. compone

nt thickness

h[mm]

RD 16 480 240 100

RD 20 600 300 120

RD 30 900 450 170

BSA anchor: spacing WAS anchor: spacing

Min. spacing distance

da

[mm]

Min. edge distance

de

[mm]

Min. compone

nt thickness

h[mm]

RD 20 350 170 215

RD 42 800 400 480

The anchor points and slings comply with the German trade association safety regulations “Safety regulations for transport anchors / systems for prefabricated concrete components” (BGR 106). The instructions for installation and use must be observed. The load can be taken up at an angle of up to 45° from the vertical axis. Shear load reinforcement must be provided for loading angles of between 12.5° and 45°. With shear loading a load increase factor must be taken into account. The given loads are the recommended static loads for concrete of at least the C12/15 (B15) grade, calculated with a safety factor of at least 2.5. Any dynamic loads that occur (oscillating loads, shock loads) require precise analysis. Please contact Hilti for advice. For WAS anchors, reinforcement at least equal to that of a Q188 must be installed. Existing reinforcement can also be taken into account.

The anchors are galvanized to help prevent corrosion. A structural analysis must be carried out in order to verify how the load is taken up by the structure.

Recommended tensile load up

to 45°Frec

[kN]

RD 16 12

RD 20 20

RD 30 40

RD 42 80

TLL lifting loop: loads

* Shear load reinforcement must be provided for loading angles of between 12.5° and 45°.

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Secure anchor points / lifting loops for installation on shaft roofs

The load hooks are supplied in sets consisting of the nail plate, identification ring and anchor. This ensures that all parts required are at hand when carrying out the installation. There is no need to assemble individual parts on the jobsite.The identification ring remains visible after installation and provides information about the manufacturer, anchor point load class and its diameter.

All Peikko JENKA TLL lifting loops are marked with a loading capacity tag. These show the manufacturer’s mark, the loading capacity and type plus the CE mark. In addition to this, the loading capacity tag, identification ring and nail plate are color coded, i.e. the right combination of Peikko JENKA anchor and Peikko JENKA TLL is indicated by the same color of identification ring and loading capacity tag. It is therefore very easy to ensure that the correct, matching Peikko JENKA anchors and Peikko JENKA load-carrying attachments are always used.

Safety instructionsAll load-carrying attachments must be subjected to an annual routine inspection (BGR 500, section 2.8). The inspection is the responsibility of the contractor and must be carried out by a suitably experienced and qualified person. Welding or modification (especially bending) of Peikko- JENKA anchors is not permissible.

Nail plate

Identification ring

BSA anchor

Angle of inclination

cos Shear load factor

1/cos

0.0° 1 1

15.0° 0.97 1.04

22.5° 0.92 1.08

30.0° 0.87 1.15

37.5° 0.79 1.26

45.0° 0.71 1.41

Load increase factor for shear loading

ww

w.h

ilti.c

om27

Pro

du

ctT

hre

ad

dia

met

erM

in

spac

ing

[mm

]

Min

ed

ge

dis

tan

ce[m

m]

Min

co

ncr

ete

thic

knes

s[m

m]

Tota

l le

ng

th l

anch

or

[mm

]

Th

ickn

ess

nai

l p

late

[mm

]

Rec

om

-m

end

ed

load

up

to

45

°F

rec

* [k

N]

**

BS

A

RD

1648

024

010

080

1012

RD

2060

030

012

010

010

20

RD

3090

045

017

015

010

40

WA

S

RD

2035

017

021

519

510

20

RD

4280

040

048

045

010

80

* F

or lo

adin

g an

gles

bet

we

en

12.5

°an

d 45

°a

hang

er r

einf

orce

men

t m

ust

be u

sed

** M

inim

um c

oncr

ete

stre

ngth

C20

/25

Tech

nica

l dat

a of

anc

hor

poin

ts

l

d p

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BSA and WAS anchors are in conformity with BGR 106

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Instructions for the installation and use of anchor points / lifting loops

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A new post-installed solution for elevator shaft hoist points that is reliable, fast to install, and easy to proof load.

• The HAP 1.15 has been designed for load lifting or man riding applications with manual or motor hoists for the installation or maintenance of elevators.

• The Working Load Limit of 1.15 tons will cover the vast majority of the lifting applications in an elevator shaft.

• Fastening capacities support dynamic vibration loading from a motor driven hoist with a dynamic factor of 1.8.

• Two or more HAP 1.15 can be combined to increase the overall working load and fastening points can be made on ceilings or walls.

• The hoist point comes pre-assembled and installs with easy to use M12 HST stud anchors.

• Anchor points can be tested with the HAT 28 E testing kit to verify suitable load resistance and base material conditions.

• The HAT 28 E Tester is certified per the VDTÜV elevator code for additional proof load applications such as practice No. 104 for anchoring guiderails to non-concrete base material

HAP 1.15 Hoist Anchor Point Item 2032179 (2) Pcs per sales box

HAT 28 E Tester kit Item 386372Full testing kit for HAP 1.15

HAP 1.15 Hoist Anchor Point

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HAP 1.15 loads meet the demands of elevator shaft hoisting.

The HAP 1.15 Elevator Hoist Anchor Point is designed fortemporary and permanent application under dry indoor conditions,to be used as a post-installed “master hoist point” for installationand/or maintenance in elevator shafts. It can be used with manualor motor hoists and bears a working load up to 1.15 metric tons invariable directions. It’s recommended to proof load the HAP 1.15with a HAT 28 E tester to verify fastening capacity of theanchorage point.

Basic loading data

Data for WLLtotal applies to- Correct design of anchorage (see full technical supplement “design of anchorage”) - Correct setting of anchors- No edge distance influence- Cracked concrete, C20/25, fck,cube = 25 N/mm² - Cracked concrete, ACI 318-08 design (cylindrical test method): f’c = 2500 psi- No shock loading- Load increases from dynamic vibratory loading up to 1.8 factor

For complete product technical data please refer

to the product technical

supplement

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The HAP 1.15 is easy to install with off-the-shelf M12 HST stud anchors

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Ordering information

Item number

DesignationPackage contents

Standard / on request

2037687 Peikko WAS RD 20, complete 1 On request

2037688 Peikko WAS RD 42, complete 1 On request

2055706 Peikko BSA RD 16, complete 1 On request

2055707 Peikko BSA RD 20, complete 1

2055708 Peikko BSA RD30, complete 1

2055661 Peikko sling TL 16 1

2036515 Peikko sling TL 20 1

2055662 Peikko sling TL 30 1

2036516 Peikko sling TL 42 1 On request

2064781 Stage shoe 5.5 kN with bar 1

2064782 Stage shoe 9kN with bar 1

2064783 Stage shoe 12 kN with bar 1 On request

2064784 Universal stage shoe 12 kN 1

2064771Stage shoe sleeve 31x31mm 5.5/9 kN, plastic

1

2064780Stage shoe sleeve 31x31mm 12 kN, metal

1 On request

2032179 HAP 1.15 hoist anchor point 2

386372HAT28E anchor tester kit for HAP1.15

1

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Hilti installation systems for elevator specialists

In addition to fastening products, Hilti also supplies a range of installation solutions suitable for use in elevator installation work. These include, above all: ● divider beams● elevator door fastening componentsSpecial solutions for the renovation of elevator shafts while elevators are still in use or the installation of safety railings on elevator car roofs etc. are also available.

Divider beam Shaft door frame installation

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Divider beams

The channel systems available

Passenger elevators < 1000kg Freight or high-speed elevators > 1000kg

MQ system MI system

Vertical installation Horizontal installation Hor. / vert. installation

Anchoring to the supporting material

MQV-2/2D-14 MQP-82

Vertical installation

MIC-90-ED MIC-C90-AA/U

Divider beams are used in double or multiple shafts to provide an easily installed and flexible means of fastening the guide rails and shaft separating components. Hilti supplies two different systems, based on either the MQ or MI systems, depending on the speed and carrying capacity of the applicable elevator installation.

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PC software or tables can be used to design the channels or girders

Hilti provides professional software from the PROFIS range for the design and selection of the necessary profiles and connectors

• PROFIS Anchor for the design of anchors

• PROFIS Anchor Channel for the design of anchor channels

• PROFIS Installation for the design of channels, girders and connections

Load tables can also be used for quick, preliminary design work.

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Instructions for the installation and use of MIC-90-U-ED divider beams

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Instructions for the installation and use of MIC-C90-AA / MIC-C90-U divider beams

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Crossbars for installing shaft doors

A flexible system based on crossbars from the MQ system in the 1.42m to 1.62m length range is available for shaft door fastening applications. The system can be further extended using components from the standard Hilti MQ system. The basic parts of the system consist of:

• Channels (toothed C-profile)• Connecting parts (e.g. pushbutton connectors

wing nuts)• Mounting parts (e.g. wall brackets)

The system’s most important advantages are:

High-quality, flexible, fully coordinated system(supports and anchoring) incl. the corresponding entsprechenderdesign documentation

MQP-E shaft door installation system

Technical data

Load type

Recommended load F for L = 1642 mm

Limited by bending L/200

Limited by permissible steel stress, all others limited by max. bending L/200

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tabelle Katalog … MQP-E

Crossbars for installing shaft doors

Load table for installing elevator doors

Recommended loads for MQP-E applications, L= 1.442 m / situation 1

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Crossbars for installing shaft doors

Recommended loads for MQP-E applications, L= 1.642 m / situation 2

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Further uses of the MQ system in elevator installation

● Renovation / upgrading

• Fastening guide rails with maximum flexibility

• Making renovation possible while elevators are still in use in situations where the supporting material is unsuitable for standard methods

● Mounting divider beams on Hilti HAC-30 anchor channels

The load values for the HAC-30 are identical to those for the MQ-41-F channel.

● Elevator roof platforms

Safety railings for elevator car roof platforms can be constructed using components from the MQ system.

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Hilti Installation Systems

● Renovation / upgrading

MI system

Application design withPROFIS installation software

• Fastening guide rails with maximum flexibility in situations where the supporting material is unsuitable for standard methods

• Renovation while elevators are still in use is possible

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Hilti Installation Systems

● Renovation / upgrading

MI system

Anwendung berechnen:PROFIS Installation Software

• Fastening guide rails with maximum flexibility in situations where the supporting material is unsuitable for standard methods

• Renovation while elevators are still in use is possible

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DisclaimerThe data, information and/or underlying calculations contained in this brochure are based on the principles, formulae and safety factors set out in the Hilti technical instructions, the operating manuals, the setting instructions, the installation manuals and other data sheets that are believed to be correct at the time of writing. The data and values are based on the respective characteristic data obtained from tests under laboratory or other controlled conditions. Hilti makes no representation or warranty, express or implied, as to the accuracy or completeness of the data, information and/or underlying calculations contained in the design tables and this brochure in general. Hilti shall not have any liability or responsibility for errors or omissions in, or any decisions made in reliance on any data, information and/or underlying calculation contained herein.

Hilti is not liable for any direct, indirect, incidental or consequential damages, losses or expenses in connection with, or by reason of, the use of, or inability to use the information in this brochure for any purpose. Implied warranties of merchantability and fitness for a particular purpose are specifically excluded.

It is the user’s responsibility to use the data given in the light of conditions on site and taking into account the intended use of the products concerned. The user has to check and make sure that the listed prerequisites and criteria specified in this brochure and elsewhere conform to the conditions actually existing on the job-site. Whilst Hilti can give general guidance and advice, the nature of Hilti products means that the ultimate responsibility for selecting the right product for a particular application must lie with the customer.

• All products must be used, handled and applied strictly in accordance with all current instructions for use published by Hilti, i.e. technical instructions, operating manuals, setting instructions, installation manuals and others.

• All products are supplied and information/advice is given subject to and incorporating the Hilti terms and conditions of sale, which are available by contacting the local Hilti representative.

• Hilti’s policy is one of continuous development. We therefore reserve the right to alter data, information and/or underlying calculations contained in this brochure without notice.

• The relationship between Hilti and the user of this brochure and the user’s use of the data and/ or information contained in this brochure are governed by Swiss law. The courts of Zurich, Switzerland, shall have exclusive jurisdiction to adjudicate any dispute arising out of or in connection with this relationship and the user’s use of the data and/or information contained in this brochure. However, Hilti is also entitled to avail itself of your general venue.