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ANCHORING TECHNOLOGY - GROUT VS INJECTION

ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

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Page 1: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

ANCHORING TECHNOLOGY -GROUT VS INJECTION

Page 2: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

AGENDA

• Rebar as an anchor applications overview

• Grout application methods, issues and restrictions

• Grout performance in various application conditions

• Performance stability vs temperature variation

• Summary and take away

• Questions

Presentation title | Month 00, 201X

Page 3: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

APPLICATION OVERVIEW - STRUCTURAL

Presentation title | Month 00, 201X

Additional / missing / misplaced rebars

Connections of new slabs

Close openings / slab enlargement

Staircase connection

Connection of beams

Connections of new columns

Page 4: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

APPLICATION OVERVIEW – NON-STRUCTURAL

Presentation title | Month 00, 201X

Block wall Up stands

Block wall Up stands

Loads are typically smaller and less

complex which requires no design.

Page 5: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

AGENDA

• Rebar as an anchor applications overview

• Grout application methods, issues and restrictions

• Grout performance in various application conditions

• Performance stability vs temperature variation

• Summary and take away

• Questions

Presentation title | Month 00, 201X

Page 6: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

ASSESSMENT CRITERIA OF GROUTS

Criteria Test type

Maximum bond strengthETAG F1Ref

floor position

Influence installation positionETAG F1Ref

wall position

Temperature Stability ETAG A21

Creep stability (not executed) ETAG F6

Productivity, Ease of Use Handling

Safety, Labelling GHS evaluation

Additional observations Check

Page 7: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

GROUT PRODUCTS WERE TESTED IN OUR CHEMICAL ANCHORS

DEVELOPMENT CENTER IN KAUFRENG

2 component grout – both liquid Name 2 Component Grout – liquid and powder

- 2 component epoxy mortar

- 2:1 mixing ratio, 1.93kg/l density

- Available in 1.2kg / 6kg units

Description - 2 component polyester mortar

- Unknown mixing ratio

- Available in 1l and 2.5l packs

- No technical data for anchoring/rebar Technical Data - Technical data available

- Needs for large annular gaps (M12=>20mm

hole,

- Application temperature 25°C-45°C

- Full curing after 7 days

- Pot life 120min/25°C and 45min/45°C

- 3min mixing before application

Features - Application temperature 10-30°C

- No curing time indicated

- Gel time 15min @ 30°C

- creep at elevated temperatures mentioned

- Contains styrene

Page 8: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

HSE: Information not available in English

Product still with the old HSE labels

Classification: A-comp.

B-comp.

Mixing by hand: easy to mix

proper mixing quality reached

Mixing by machine: easy to mix but generates

air bubbles during process

Viscosity: “like honey”

Thixotropic: low dripping from wall

Borehole filling: dip & stick pouring

Curing time: full curing @23°C: 7 days

LIQUID COMPONENTS GROUT

Page 9: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

HSE: Information not available in English

Product still with the old HSE labels

Classification: A-comp.

B-comp.

Mixing by hand: easy to mix

proper mixing quality reached

Mixing by machine: not possible. it’s very dusty process

( one of the components is powder in a plastic bag)

Viscosity: “like honey”

Thixotropic: low dripping from wall

Borehole filling: dip & stick pouring

Curing time: full curing @23°C: 7 days

POWDER / LIQUID COMPONENTS GROUT

Page 10: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

APPLICATION OF GROUTS

Component- „A“(Epoxide resin)

Component- „B“(hardener)

+

B-component „mixed“

into A-component

(2 : 1 ratio)

Filling levels

1

2

2 component grout packaging

Mixing of components

By handor using

a machine

with a mixer

3 Filling of hole (and inserting fastener)

Dip & stick Pouring

Page 11: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

Proper filling of boreholes is a major concern

for all grouting applications, regarding application safety !

Dip & stick application is especially crucial

air bubbles within holes = reduced performance

Acrylic glass used for

visualization of “borehole filling”

Proper filling is…

- time consuming

- feasible only for experienced users

- even impossible for some applications

Anchors after pull-out tests:

- Clearly visible air pockets

FILLING OF BOREHOLES

Page 12: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

AGENDA

• Rebar as an anchor applications overview

• Grout application methods, issues and restrictions

• Grout performance in various application conditions

• Performance stability vs temperature variation

• Summary and take away

• Questions

Presentation title | Month 00, 201X

Page 13: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

Liquid Grouts Powder/liquid

Grout

HIT RE/HY

+/-

Direction

of

application

+/-

RATING OF APPLICATION SAFETY BASED ON (IN)PROPER

BOREHOLE FILLING

Page 14: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

THE PERFORMANCE OF GROUTS IS ALREADY UNDER REFERENCE CONDITIONS AND WAY BELOW HILTI

It´s very hard to fill the borehole with grouts. With Machine Mixing air bubbles are generated which makes it

even more difficult. Only dip and stick, high scatter comes for the air bubbles filling the hole

0%

20%

40%

60%

80%

100%

120%

0%

20%

40%

60%

80%

100%

120%

HIT-RE

500

HIT-HY

200

variation

mean

value [ %

of

RE 500 ]

Reference Test - floor position

tcure=7d

Page 15: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

IN UNCLEANED BORE HOLES, THE PERFORMANCE OF GROUTS DROPS FURTHER

Under tougher conditions the performance drop is significant in bot cases.

SIKA load level is around 20% reduces dramatically the scope of potential applications

0%

20%

40%

60%

80%

100%

120%

0%

20%

40%

60%

80%

100%

120%

variation

mean

value [ %

of

RE 500 ]

F1b Test - floor position

HIT-RE

500

HIT-HY

200

Page 16: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

IN WALL APPLICATION GROUTS HAVE A SIGNIFICANT LOAD DROP THAT

MAKES THEM NOT RELIABLE AT ALL

Dip & Stick installation process is the main responsible for the load drop

Page 17: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

AGENDA

• Rebar as an anchor applications overview

• Grout application methods, issues and restrictions

• Grout performance in various application conditions

• Performance stability vs temperature variation

• Summary and take away

• Questions

Presentation title | Month 00, 201X

Page 18: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

UNDER HIGH TEMPERATURES GROUTS ARE NOT SAFE ANYMORE WITH LOW LOADS AND HIGH SCATTER

0%

20%

40%

60%

80%

100%

120%

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

Sikadur 31/41 CF slow

Lokfix P80

HIT-RE 500

HIT-HY 200

Temperature [°C]

InService Temperature Behaviourm

ean

valu

e [

% o

f R

E 5

00

]

Page 19: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

AGENDA

• Rebar as an anchor applications overview

• Grout application methods, issues and restrictions

• Grout performance in various application conditions

• Performance stability vs temperature variation

• Summary and take away

• Questions

Page 20: ANCHORING TECHNOLOGY - GROUT VS INJECTION vs... · - Gel time 15min @ 30 C - creep at elevated temperatures mentioned - Contains styrene HSE: Information not available in English

INJECTION TECHNOLOGY IS SUPERIOR IN ALL ASPECTS

4x higher load performance

43°CUncleaned

1,0

0,2

0,80,9

0,4

Ref

0,7

RE500

Fosroc

Saving material

Load comparison to RE500

Required volume by diameter x 10d

30,0

M12

19,0

48,0

9,0

M16

RE500

Fosroc

Better versatility

• HIT can be used at any

temperature without changing the

formulation from 5-40°C

• In all directions ()

• Filling the holes completely up to

3m depth (RE500 & P8000-D)

Reliable long term

• Passing creep test at 40°C

• High resistance to aggressive

substances

• Tested for 50 years lifetime

Less waste, less toxicFaster to install

• Little direct contact with chemical

substances

• Easy to re-use cartridge

• Efficient waste management with

foil packs

• Best-in-class formulations with

lowest amount of dangerous

substances

• Approved for potable water,

LEED and low VOC content