Anchor Selection Guide 3.1.14 Applications Grid Key: Very suitable May be suitable per application n/a Not applicable

Anchor Products Design

Criteria

HVA Adhesive HTE 50 Transportation

Epoxy

HDA Undercut Anchor

HSL-3 Heavy Duty Expansion

Anchor

HSL Heavy Duty Expansion

Anchor HVU Capsule w/

HAS threaded rod

Section Number: 3.2.10 3.3.1 3.3.2 3.3.3

ICC-ES ESR: ESR-1546 ESR-1545

Fastening Base Material1

Uncracked concrete Cracked concrete Lightweight concrete Hollow core concrete Grout filled concrete block Hollow concrete block Solid brick

Hollow brick

Installation

Oversized holes (per ICC)

n/a n/a n/a

Cored holes (per ICC) Water saturated concrete (per ICC)

Water-filled holes (per ICC) Submerged (per ICC) Overhead

Sustained load

Application Criteria2

In-place (through) fastening

Finish with HIS Insert with HIS Insert Stud Stud/Bolt/Flush Stud/Flush

Removeable to flush surface with HIS Insert with HIS Insert Seismic

High cycle fatigue Shock / Impact load High temperature resistance

Corrosion3

Electro/Mechanically zinc plated

Sherardized carbon steel

Hot-dipped galvanized 7/8-in. 7/8-in.

Stainless steel 304, 316 304, 316 316 316

Miscellaneous Gel time/Cure time⁴ 8 min / 20 min 20 min / 24 hr Fastener diameters

available (in.)⁵ 3/8, 1/2, 5/8, 3/4,

7/8, 1, 1-1/4 3/8, 1/2, 5/8, 3/4,

7/8, 1, 1-1/4 M10, M12,

M16, M20 M8, M10, M12,

M16, M20, M24 M10, M12, M16, M20 Anchor working principles⁶ adhesive bond adhesive bond undercut torque control

expansion torque control expansion

** Refer to product literature for detailed information.

1 Base material may vary widely. Site speciic anchor testing may be required.

2 Most testing is perfromed in normal weight concrete. Light weight concrete may be addressed. See product technical information.

3 Refer to Section 2.3 for a more detailed discussion on corrosion and corrision resistance.

4 Gel time and cure time are given at a standard 68°F (20°C).

5 Listed diameters are those with published load data. Larger diameter elements may be used with some adhesive anchor systems, contact Hilti for more information.

6 Refer to Section 3.1.5 for more detailed discussion on anchor working principles.

3.1.14 Anchor Selection Guide

Applications Grid

Key: Very suitable May be suitable per application

Anchor Products Design

Criteria

KWIK Bolt TZ Expansion

Anchor

KWIK HUS-EZ Screw Anchor

KWIK Bolt 3 Expansion

Anchor

KWIK HUS

Screw Anchor HCA Coil Anchor

Section Number: 3.3.4 3.3.5 3.3.6 3.3.7 3.3.8

ICC-ES ESR: ESR-1917 ESR-3027 (AC193) ESR-2302 (AC193) ESR-1385 (AC01)

Fastening Base Material1

Uncracked concrete Cracked concrete Lightweight concrete Hollow core concrete Grout filled concrete block Hollow concrete block Solid brick

Hollow brick

Application Criteria2

In-place (through) fastening

Finish Stud Bolt Stud Bolt Bolt

Removeable to flush surface Seismic

High cycle fatigue Shock / Impact load High temperature resistance

Corrosion3

Electro/Mechanically zinc plated

Sherardized carbon steel Hot-dipped galvanized

Stainless steel 304, 316 304, 316

Miscellaneous Gel time/Cure time⁴ Fastener diameters

available (in.)⁵ 3/8, 1/2, 5/8, 3/4 1/4, 3/8, 1/2,

5/8, 3/4 1/4, 3/8, 1/2,

5/8, 3/4, 1 3/8, 1/2, 5/8, 3/4 1/4, 3/8, 1/2, 5/8, 3/4 Anchor working principles⁶ torque control

expansion undercutting screw

threads torque control

expansion undercutting screw

threads metal expansion coil

** Refer to product literature for detailed information.

1 Base material may vary widely. Site speciic anchor testing may be required.

2 Most testing is perfromed in normal weight concrete. Light weight concrete may be addressed. See product technical information.

3 Refer to Section 2.3 for a more detailed discussion on corrosion and corrision resistance.

4 Gel time and cure time are given at a standard 68°F (20°C).

5 Listed diameters are those with published load data. Larger diameter elements may be used with some adhesive anchor systems, contact Hilti for more information.

6 Refer to Section 3.1.5 for more detailed discussion on anchor working principles.

Anchor Selection Guide 3.1.14 Applications Grid

Key: Very suitable May be suitable per application

Anchor Products Design

Criteria

HDI/HDI-L Drop-In Anchors

HDI-P Drop-In Anchor

HCI-WF/MD Cast-In Anchors

HLC Sleeve Anchor

KWIK Con II+

Screw Anchor

Section Number: 3.3.9 3.3.10 3.3.11 3.3.12 3.3.13

ICC-ES ESR:

Fastening Base Material1

Uncracked concrete Cracked concrete Lightweight concrete Hollow core concrete Grout filled concrete block Hollow concrete block Solid brick

Hollow brick

Application Criteria2

In-place (through) fastening

Finish Flush Flush Flush

Removeable to flush surface Seismic

High cycle fatigue Shock / Impact load High temperature resistance

Corrosion3

Electro/Mechanically zinc plated

Sherardized carbon steel Hot-dipped galvanized

Stainless steel 303 304 410

Miscellaneous Gel time/Cure time⁴ Fastener diameters

available (in.)⁵ 1/4, 3/8, 1/2,

5/8, 3/4 3/8 1/4, 5/16, 3/8,

1/2, 5/8, 3/4 3/16, 1/4 Anchor working principles⁶ displacement

con-trolled expansion displacement

con-trolled expansion cast-in anchor Metal

circumferen-tial expander sleeve undercutting screw threads

** Refer to product literature for detailed information.

1 Base material may vary widely. Site speciic anchor testing may be required.

2 Most testing is perfromed in normal weight concrete. Light weight concrete may be addressed. See product technical information.

3 Refer to Section 2.3 for a more detailed discussion on corrosion and corrision resistance.

4 Gel time and cure time are given at a standard 68°F (20°C).

5 Listed diameters are those with published load data. Larger diameter elements may be used with some adhesive anchor systems, contact Hilti for more information.

6 Refer to Section 3.1.5 for more detailed discussion on anchor working principles.

3.1.14 Anchor Selection Guide

Applications Grid

Key: Very suitable May be suitable per application Anchor

Products Design

Criteria

Metal HIT Anchor

HPS-1 Impact Anchor

HTB TOGGLER

Bolt HLD KWIK-Tog IDP Insulation Anchor

Section Number: 3.3.14 3.3.15 3.3.16 3.3.17 3.3.19

ICC-ES ESR:

Fastening Base Material1

Uncracked concrete Cracked concrete Lightweight concrete Hollow core concrete Grout filled concrete block Hollow concrete block Solid brick

Hollow brick

Application Criteria2

In-place (through) fastening Finish

Removeable to flush surface Seismic

High cycle fatigue Shock / Impact load High temperature resistance

Corrosion3

Electro/Mechanically zinc

plated Drive pin Drive pin

Sherardized carbon steel Hot-dipped galvanized

Stainless steel 304 (Drive Pin) 304 (Drive screw)

Miscellaneous Gel time/Cure time⁴ Fastener diameters

available (in.)⁵ 3/16, 1/4 3/16, 1/4, 5/16 3/16, 1/4, 3/8, 1/2

Anchor working principles⁶ impact expansion

anchor impact expansion

anchor anchor holds by

keying Hollow base = Keying

Solid base = Friction Friction

** Refer to product literature for detailed information.

1 Base material may vary widely. Site speciic anchor testing may be required.

2 Most testing is perfromed in normal weight concrete. Light weight concrete may be addressed. See product technical information.

3 Refer to Section 2.3 for a more detailed discussion on corrosion and corrision resistance.

4 Gel time and cure time are given at a standard 68°F (20°C).

5 Listed diameters are those with published load data. Larger diameter elements may be used with some adhesive anchor systems, contact Hilti for more information.

6 Refer to Section 3.1.5 for more detailed discussion on anchor working principles.

In document Hilti-2011-Anchor-Fastening-Technical-Guide-B25981.pdf (Page 56-60)