Hilti hit re 100 инструкция

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Hilti HIT-RE 100 mortar w/
rebar (as post-installed conn.)
Hilti HIT-RE 100 mortar with rebar
(as post-installed connection)
Injection mortar system
Benefits
Hilti
HIT-RE 100
330 ml foil pack
(also available
as 500 ml
and 1400 ml
foil pack)
Statik mixer
- suitable for concrete C 12/15 to
C 50/60
- high loading capacity
- suitable for dry and water
saturated concrete
- for rebar diameters up to 40 mm
- non corrosive to rebar elements
- long working time at elevated
temperatures
- suitable for embedment length till
3200 mm
Rebar
Load conditions
Base material
Concrete
Dry concrete
Wet concrete
Static/
quasi-static
Installation conditions
Hammer
drilling
Diamond
coring
Other informations
Compressed air
drilling
European
Technical
Approval
CE
conformity
Corrosion
tested
Service temperature range
Temperature range: -40°C to +80°C (max. long term temperature +50°C, max. short term temperature +80°C).
Approvals / certificates
Description
European technical assessment
a)
Authority / Laboratory
DIBt
No. / date of issue
ETA – 15/0883 / 2016-04-21
All data given in this section according to the approvals mentioned above ETA-15/0883 issue 2016-04-21
04 / 2016
2
Hilti HIT-RE 100 mortar w/
rebar (as post-installed conn.)
Materials
Reinforcmenent bars according to EC2 Annex C Table C.1 and C.2N.
Properties of reinforcement
Product form
Bars and de-coiled rods
Class
B
C
Characteristic yield strength fyk or f0,2k (MPa)
400 to 600
Minimum value of k = (ft/fy)k
≥ 1,08
≥ 1,15
< 1,35
Characteristic strain at maximum force, uk (%)
≥ 5,0
≥ 7,5
Bendability
Bend / Rebend test
Maximum deviation from
nominal mass
(individual bar) (%)
Nominal bar size (mm)
≤8
>8
± 6,0
± 4,5
Bond:
Minimum relative rib area,
fR,min
Nominal bar size (mm)
8 to 12
> 12
0,040
0,056
Setting details
For detailed information on installation see instruction for use given with the package of the product.
Curing time for general conditions
1)
Data according ETA-15/0883, issue xxx
Temperature
of the
base material
Working time in which
rebar can be inserted and
adjusted tgel
Initial curing time
tcure,ini
Curing time before rebar
can be fully loaded tcure
5 °C  TBM ≤ 9 °C
2h
18 h
72 h
9 °C < TBM ≤ 14 °C
1,5 h
12 h
48 h
15 °C < TBM ≤ 19 °C
30 min
8h
24 h
20 °C < TBM ≤ 24 °C
25 min
6h
12 h
25 °C  TBM ≤ 29 °C
20 min
5h
10 h
30 °C  TBM  39 °C
12 min
4h
8h
TBM = 40 °C
12 min
2h
4h
1)
The curing time data are valid for dry base material only. In wet base material the curing times must be doubled.
The temperature of the foil pack must be between +5° C and + 40° C during use.
04 / 2016
3
Hilti HIT-RE 100 mortar w/
rebar (as post-installed conn.)
Setting instruction
Review the Material Safety Data Sheet (MSDS) before use for proper
and safe handling!
Wear well-fitting protective goggles and protective gloves when
working with Hilti HIT-RE 100.
Important: Observe the installation instruction of the manufacturer
provided with each foil pack.
Drilling
Note: Before drilling, remove carbonized concrete; clean contact
areas (see Annex B1)
In case of aborted drill hole the drill hole shall be filled with mortar.
Drill the hole to the required embedment depth using a hammer-drill
with carbid drill bit set in rotation hammer mode, a compressed air
drill or a diamond core machine.
Hammer drill (HD)
Compressed air drill
(CA)
Diamond core wet
(DD) and dry (PCC)
Spacing applications




Drilling aid
Measure and control concrete cover
cdrill = c + d0/2
Drill parallel to edge and to existing rebar
Where applicable use Hilti drilling aid HIT-HB
Fore holes lv > 20 cm use drilling aid
Ensure that the drill hole is parallel to the existing rebar.
Three different options can be considered:
 Hilti drilling aid HIT-BH
 Lath or spirit level
 Visual check
04 / 2016
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Hilti HIT-RE 100 mortar w/
rebar (as post-installed conn.)
Drill hole cleaning
The drill hole must be free of dust, debris, water, ice, oil, grease and other
contaminants prior to mortar injection.
Just before setting the bar, the drill hole must be free of dust and debris
by one of two cleaning methods described below.
Inadequate hole cleaning = poor load values.
Manual Cleaning (MC)
For drill hole diameters d0 ≤ 20mm and drill hole depths h0 ≤ 10·d.
Blow at least 4 times from the back of the drill hole until return air
stream is free of noticeable dust.
Brush 4 times with the specified brush by inserting the steel brush
Hilti HIT-RB to the back of the hole (if needed with extension) in a
twisting motion and removing it.
The brush shall produce natural resistance as it enters the drill hole
(brush Ø ≥ drill hole Ø) - If this is not the case, please use a new
brush or a brush with a larger diameter.
Blow at least 4 times from the back of the drill hole until return air
stream is free of noticeable dust.
Compressed air cleaning (CAC) For all drill hole diameters d0 and all drill hole depths h0 ≤ 20· d
Blow 2 times from the back of the hole (if needed with nozzle
extension) over the whole length with oil-free compressed air (min. 6
bar at 6 m³/h) until return air stream is free of noticeable dust.
Brush 2 times with the specified brush by inserting the steel brush
Hilti HIT-RB to the back of the hole (if needed with extension) in a
twisting motion and removing it.
The brush shall produce natural resistance as it enters the drill hole
(brush Ø ≥ drill hole Ø) - If this is not the case, please use a new
brush or a brush with a larger diameter.
Blow 2 times again with compressed air until return air stream is free
of noticeable dust.
If required use additional accessories and extensions for air nozzle
and brush to reach back of hole.
Compressed air cleaning (CAC) For all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ
(for ϕ > 12 mm)
Use the appropriate air nozzle Hilti HIT-DL.
Blow two times from the back of the hole over the hole length with oilfree compressed air until return air stream is free of noticeable dust.
Safety tip:
Do not inhale concrete dust.
Use of the dust collector Hilti HIT-DRS is recommended.
04 / 2016
5
Hilti HIT-RE 100 mortar w/
rebar (as post-installed conn.)
Screw the round steel brush HIT-RB in one end of the brush
extension HIT-RBS, so that the overall length of the brush is
sufficient to reach the base of the drill hole. Attach the other end of
the extension to the TE-C/TE-Y chuck.
Safety tip:
Start machine brushing operation slowly
Start brushing operation once the brush is inserted in the borehole.
Use the appropriate air nozzle Hilti HIT-DL.
Blow two times from back of the hole over the hole length with oilfree compressed air until return air stream is free of noticeable dust.
Safety tip:
Do not inhale the concrete dust.
Use of the dust collector Hilti HIT-DRS is recommended.
In addition for wet diamond corind (DD) For all drill hole diameters d0 and all drill hole depths h0
Flush 2 times by inserting a water hose (water-line-pressure) to the
back of the hole until water runs clear.
Brush 2 times with the specified brush by inserting the steel brush
Hilti HIT-RB to the back of the hole (if needed with extension) in a
twisting motion and removing it.
The brush must produce natural resistance as it enters the drill hole
(brush Ø ≥ drill hole Ø). If this is not the case, please use a new
brush or a brush with a larger diameter.
Flush 2 times by inserting a water hose (water-line pressure) to the
back of the hole until water runs clear.
Rebar preparation
Before use, make sure the rebar is dry and free of oil or other
residue.
Mark the embedment depth on the rebar. (e.g. with tapte) , v
Insert rebar in borehole, to verify hole and setting depth v.
04 / 2016
6
Hilti HIT-RE 100 mortar w/
rebar (as post-installed conn.)
Injection preparation
Tightly attach Hilti mixing nozzle HIT-RE-M to foil pack manifold. Do not
modify the nixing nozzle.
Observe the instruction for use of the dispenser.
Check foil pack holder for proper function. Insert foil pack into foil pack
holder and put holder into dispenser.
Inject adhesive
The foil pack opens automatically as dispensing is initiated. Depending
on the size of the foil pack an initial amount of adhesive has to be
discarded.
After changing a mixing nozzle, the first few trigger pulls must be
discarded as decribed above. For each new foil pack a new mixing
nozzle must be used.
Discard quantities are
3 strokes for 330 ml foil pack,
4 strokes for 500 ml foil pack,
65 ml for 1400 ml foil pack.
Inject adhesive form the back of the drill hole without forming air voids.
Injection method for drill hole depth ≤ 250 mm (without overhead applications)
Inject the adhesive from the back of the hole towards the front and
slowly withdraw the mixing nozzle step by step after each trigger
pull.
Fill holes approximately 2/3 full to ensure that the annular gap
between the rebar and the concrete is completely filled with
adhesive over the embedment length.
After injecting, depressurize the dispenser by pressing the release
trigger. This will prevent further mortar discharge from the mixing
nozzle.
04 / 2016
7
Hilti HIT-RE 100 mortar w/
rebar (as post-installed conn.)
Injection method for drill hole depth > 250 mm or overhead application
Assemble mixing nozzle HIT-RE-M, extension(s) and piston plug
HIT-SZ.
For combinations of several injection extansions use coupler HIT-VL
K. A substitution of the injection extansion for a plastic hose or a
combination of both is permitted.
The combination of HIT-SZ piston plug with HIT-VL 16 pipe and then
HIT-VL 16 tube support proper injection.
Mark the required mortar level m and embedment depth v with tape
or marker on the injection extension.
estimation:
lm = 1/3 · lv
precise formula for optimum mortar volume:
2
2
lm = lv · (1,2 · (ϕ / d0 ) – 0,2)
For overhead installationthe injection is only possible with the aid of
extensions and piston plugs. Assemble HIT-RE-M mixer,
extension(s) and appropriately sized piston plug. Insert piston plug to
back of the hole and inject adhesive. During injection the piston plug
will be naturally extruded out of the drill hole by the adhesive
pressure.
After injecting, depressurize the dispenser by pressing the release
trigger. This will prevent further mortar discharge from the mixing
nozzle.
04 / 2016
8
Hilti HIT-RE 100 mortar w/
rebar (as post-installed conn.)
Setting the element
Before use verify that the element is dry and free of oil and other
contaminants.
For easy installation insert the rebar slowly twisted into the drill hole
until the embedment mark is at the concrete surface level.
For overhead application:
During insertion of the rebar, mortar might flow out of the borehole.
For collection of the flowing mortar, HIT-OHC may be used.
Support the rebar and secure it from falling till mortar started to
harden, e.g. using wedges HIT-OHW.
For overhead installation use piston plugs and fix embedded parts
with e.g. wedges.
After installing the rebar the annular gap must be completely filled
with mortar.
Proper installation:
 desired anchoring embedment lv is reached: embedment
mark at concrete surface.
 excess mortar flows out of the drill hole after the rebar has
been fully inserted until the embedment mark.
Observe the working time twork, which varies according to temperature
of base material. Minor adjustments to the rebar position may be
performed during the working time.
Full load may be applied only after the curing time tcure has elapsed.
04 / 2016
9
Hilti HIT-RE 100 mortar w/
rebar (as post-installed conn.)
Drilling diameters
Drill bit diameters d0 [mm]
Rebar [mm]
Hammer drill (HD)
Compressed air drill
(CA)
Diamond coring
Dry (PCC)
Wet (DD)
a)
-
a)
a)
-
-
14 (12 )
a)
8
12 (10 )
10
14 (12 )
12
16 (14 )
17
-
16 (14 )
14
18
17
-
18
16
20
20
-
20
18
22
22
-
22
26
-
25
28
-
28
35
32
35
32
20
25 / 24
22
28
24
32
25
32 / 30
b)
12 (10 )
32
b)
32 / 30
b)
a)
a)
26
35
35
35
35
28
35
35
35
35
30
37
35
35
35
32
40
40
47
40
34
45
42
47
42
36
45
45
47
47
57
52
52
40
55
Max. installation length I = 250 mm.
b)
Both values can be used
a)
04 / 2016
10
Hilti HIT-RE 100 mortar w/
rebar (as post-installed conn.)
Basic design data for rebar design according to rebar ETA
Bond strength in N/mm² according to ETA – 15/0883 for good bond conditions
for hammer drilling, compressed air drilling and diamond coring dry
Rebar [mm]
Concrete class
C12/15
C16/20
C20/25
C25/30
C30/37
C35/45
C40/50
C45/55
C50/60
8 - 32
1,6
2,0
2,3
2,7
3,0
3,4
3,7
4,0
4,3
34
1,6
2,0
2,3
2,6
2,9
3,3
3,6
3,9
4,2
36
1,5
1,9
2,2
2,6
2,9
3,3
3,6
3,8
4,1
40
1,5
1,8
2,1
2,5
2,8
3,1
3,4
3,7
4,0
C45/55
C50/60
For all other bond condiions multiply the values by 0,7.
Bond strength in N/mm² according to ETA – 15/0883 for good bond conditions
diamond coring wet
Rebar [mm]
Concrete class
C12/15
C16/20
C20/25
C25/30
C30/37
C35/45
C40/50
8 - 32
1,6
2,0
2,3
2,7
34
1,6
2,0
2,3
2,6
36
1,5
1,9
2,2
2,6
40
1,5
1,8
2,1
2,5
For all other bond condiions multiply the values by 0,7.
Amplification factor αlb for the minimum anchorage length and minimum lap length according to
EN 1992-1-1
For Hammer drilling (HD) and compressed air drilling (CA)
Rebar
[mm]
Concrete class
C12/15
C16/20
C20/25
C25/30
8 - 40
C30/37
C35/45
C40/50
C45/55
C50/60
C45/55
C50/60
1,0
For diamond coring dry (PCC) and wet (DD)
Rebar
[mm]
8 - 40
04 / 2016
Concrete class
C12/15
C16/20
C20/25
C25/30
C30/37
C35/45
C40/50
1,5
11
Hilti HIT-RE 100 mortar w/
rebar (as post-installed conn.)
Pre-calculated values of anchorage length for characteristic steel strength
fyk= 500 N/mm2
For Hammer drilling and Compressed air drilling
Rebar
Concrete
class
fbd
lbd,y,α2=1
[mm]
[mm]
[mm]
[mm]
l0,min
[N/mm ]
[kN]
2
[mm]
2)
NRd,s
1)
lb,min
3)
lbd,y, α2=0.7
8
C20/25
2,3
21,9
200
113
378
265
8
C50/60
4,3
21,9
200
100
202
142
10
C20/25
2,3
34,1
200
142
473
331
10
C50/60
4,3
34,1
200
100
253
177
12
C20/25
2,3
49,2
200
170
567
397
12
C50/60
4,3
49,2
200
120
303
212
14
C20/25
2,3
66,9
210
198
662
463
14
C50/60
4,3
66,9
210
140
354
248
16
C20/25
2,3
87,4
240
227
756
529
16
C50/60
4,3
87,4
240
160
404
283
18
C20/25
2,3
110,6
270
255
851
596
18
C50/60
4,3
110,6
270
180
455
319
20
C20/25
2,3
136,6
300
284
945
662
20
C50/60
4,3
136,6
300
200
506
354
22
C20/25
2,3
165,3
330
312
1040
728
22
C50/60
4,3
165,3
330
220
556
389
24
C20/25
2,3
196,6
360
340
1134
794
24
C50/60
4,3
196,6
360
240
607
425
25
C20/25
2,3
213,4
375
354
1181
827
25
C50/60
4,3
213,4
375
250
632
442
26
C20/25
2,3
230,9
390
369
1229
860
26
C50/60
4,3
230,9
390
260
657
460
28
C20/25
2,3
267,7
420
397
1323
926
28
C50/60
4,3
267,7
420
280
708
495
30
C20/25
2,3
307,3
450
425
1418
992
30
C50/60
4,3
307,3
450
300
758
531
32
C20/25
2,3
349,7
480
454
1512
1059
32
C50/60
4,3
349,7
480
320
809
566
34
C20/25
2,3
395,0
510
482
1607
1125
34
C50/60
4,2
395,0
510
340
880
616
36
C20/25
2,2
442,8
540
534
1779
1245
36
C50/60
4,1
442,8
540
360
955
668
40
C20/25
2,1
546,6
621
621
2071
1450
40
C50/60
4,0
546,6
621
400
1087
761
4)
1): Minimum anchorage length for overlap joint
2): Minimum anchorage length for simply supported connections
3): Anchorage length for simply supported connections in case of: α 1= α2= α3= α4= α5= 1
4): Anchorage length for simply supported connections in case of: α 1= α3= α4= α5= 1; α2= 0.7
04 / 2016
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