Hilti HIT-RE 500 User Manual

Hilti HIT-RE 500 mortar
with HIT-V / HAS rod
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
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Hilti HIT-RE 500 mortar with HIT-V / HAS rod
Injection mortar system
Benefits
Hilti
HIT
-RE 500
330 ml foil pack
(also available
as 500 ml
and 1400 ml
foil pack)
-
SAFEse t technology
: drilling and
borehole cleaning in one step
with Hilti hollow drill bit
-
suitable for non-
cracked concrete
C 20/25 to C 50/60
-
high loading capacity
-
suitable for dry and water
saturated concrete
-
under water application
-
large diameter applications
-
high corrosion resistant
-
long working time at elevated
temperatures
-
odourless epoxy
-
embedment depth range:
from 40 … 160 mm for M8
to 120 … 600 mm for M30
Statik mixer
HAS rod
HAS
-E rod
HIT
-V rod
Concrete
Small edge
distance
and spacing
Variable
embedment
depth
Fire
resistance
Corrosion
resistance
High
corrosion
resistance
Diamond
drilled
holes
Hilti SAFEset
technology
with
hollow drill bit
European
Technical
Approval
CE
conformity
PROFIS
Anchor design
software
Approvals / certificates
Description
Authority / Laboratory
No. / date of issue
European technical approval a)
DIBt, Berlin
ETA-04/0027 / 2013-06-26
Fire test report
IBMB, Braunschweig
UB 3565 / 4595 / 2006-10-29
UB 3588 / 4825 / 2005-11-15
Assessment report (fire)
warringtonfire
WF 327804/B / 2013-07-10
a) All data given in this section according ETA-04/0027, issue 2013-06-26.

Hilti HIT-RE 500 Specifications

General

Cartridge Volume	330 ml, 500 ml
Base Materials	Concrete
Approvals / Test Reports	ETA, ICC
Seismic loading	Suitable for seismic applications
Material composition	Epoxy resin

Summary

Basic loading data (for a single anchor)

Setting instruction

Bore hole drilling

Instructions for drilling boreholes for rebar installation.

Safety Regulations:

Bore hole cleaning

Procedures for cleaning bore holes for rebar installation.

1. Drill hole

Instructions for drilling boreholes for post-installed rebar.

Injection preparation

Steps required before mortar injection.

4. Bore hole cleaning

Procedures for cleaning bore holes for post-installed rebar.

Compressed air cleaning (CAC)

Curing time for general conditions

Setting details

Simplified design method

Tension loading

Method for calculating tensile resistance for rebar.

Basic design tensile resistance

Base tensile resistance values for rebar.

Influencing factors

Design combined pull-out and concrete cone resistance

Calculations for combined pull-out and cone resistance for rebar.

Design concrete cone resistance

Concrete cone resistance values for rebar.

Shear loading

Basic design shear resistance

Base shear resistance values for rebar.

Combined tension and shear loading for hammer drilling or hollow drill bit

Design resistance: concrete C 20/25 - fck,cube = 25 N/mm², Temperature range I

Manual Cleaning (MC)

3.Rebar preparation and foil pack preparation

4.Inject mortar into borehole

4.1 Injection method for borehole depth ≤ 250 mm

Injection method for shallower bore holes.

4.2 Injection method for borehole depth > 250 mm or overhead application

5.Insert rebar

Drilling diameters

Basic design data for rebar design according to rebar ETA

Bond strength in N/mm² according to ETA 08/0105 for hammer drilling, compressed air drilling, dry diamond core drilling

Bond strength in N/mm² according to ETA 08/0105 for wet diamond core drilling

Pullout design bond strength for Hit Rebar design

Fire Resistance according to DIBt Z-21.8-1790

a) fire situation “anchorage

b) fire situation parallel

Critical temperature-dependent bond stress, ττ, for overlap joints

Minimum anchorage length

Minimum anchorage and lap lengths for C20/25