Pruct Information Sika Services AG · for solid masonry units: VRk = VRk,b = VRk,s and VRk,c...
Transcript of Pruct Information Sika Services AG · for solid masonry units: VRk = VRk,b = VRk,s and VRk,c...
N°: 870 43 01 Author: M. Poltéra Date: March 2012
The information contained herein and any other advice are given in good faith based on Sika's current knowledge and experience of the products when properly stored, handled and applied under normal conditions in accordance with Sika's recommendations. The information only applies to the application(s) and product(s) expressly referred to herein. In case of changes in the parameters of the application, such as changes in substrates etc., or in case of a different application, consult Sika's Technical Service prior to using Sika products. The information contained herein does not relieve the user of the products from testing them for the intended application and purpose. All orders are accepted subject to our current terms of sale and delivery. Users must always refer to the most recent issue of the local Product Data Sheet for the product concerned, copies of which will be supplied on request.
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
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Technical Documentation
Sika AnchorFix®-1
Product Information
Sika Services AG
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
2/19
Contents
Chemical Resistance ...................................................................................................................3
Using AnchorFix
®-1 with Threaded Bars ................................................................................4
Ultimate tensile loads and shear stresses of threaded bars according to DIN 975.....................4
Installation and Load Capacity Data ............................................................................................5
Glossary .......................................................................................................................................5
Performance data (embedment depth 8d) in C20/25 concrete ...................................................6
hef = 8d Anchor Spacing Tensile Reduction Factors ...................................................................6
hef = 8d Edge Tensile Reduction Factors ....................................................................................6
Performance Data (embedment depth 10d) in C20/25 concrete.................................................7
hef = 10d Anchor Spacing Tensile Reduction Factors .................................................................7
hef = 10d Edge Tensile Reduction Factors ..................................................................................7
Performance Data (standard embedment depth) in C20/25 concrete ........................................8
hef = Standard Anchor Spacing Tensile Reduction Factors .........................................................8
hef = Standard Edge Tensile Reduction Factors ..........................................................................8
Performance Data (embedment depth 12d) in C20/25 concrete.................................................9
hef = 12d Anchor Spacing Tensile Reduction Factors .................................................................9
hef = 12d Edge Tensile Reduction Factors ..................................................................................9
Using AnchorFix
®-1 with Reinforcing Bars .......................................................................... 10
Installation Procedure ............................................................................................................... 10
Brush Configurations ................................................................................................................ 10
Ultimate Tensile and Shear Loads for Rebar ........................................................................... 11
Rebar Performance for use as a fixing ..................................................................................... 11
hef = Standard Anchor Spacing Tensile Reduction Factors ...................................................... 12
hef = Standard Edge Tensile Reduction Factors ....................................................................... 12
Using Anchorfix
®-1 in Masonry ............................................................................................. 13
Characteristic Bending Moments .............................................................................................. 13
β Factors for Job Site Test According to ETAG 029, Annex B ................................................. 13
Installation Parameters ............................................................................................................. 14
Edge Distances and Spacing ................................................................................................... 15
Types and Dimensions of Blocks and Bricks ............................................................................ 16
Limitations ................................................................................................................................. 19
Note for the Use in Porous Substrates ..................................................................................... 19
Important Note .......................................................................................................................... 19
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
3/19
Chemical Resistance
The AnchorFix®-1 chemical anchoring mortar has undergone extensive chemical resistance testing.
The results are summarised in the table below.
� = Resistant to 75°C with at least 80% of physical properties retained. C = Contact only: max temp 25°C.
� = Not resistant
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
4/19
Using AnchorFix®-1 with Threaded Bars
Ultimate tensile loads and shear stresses of threaded bars according to DIN 975
Note: Working shear stress based on 57.7% of yield for factored loads
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
5/19
Installation and Load Capacity Data
Applies to solid substrates
* This number is based on a 410ml cartridge, injecting ideal volume, and allowing 30ml wastage.
Important: Never under fill the hole
Close edge (C) and anchor spacing (S) distances:
- The characteristic edge distance (Ccr,N) is 1.0 x hef
- The characteristic spacing distance (Scr,N) is 1.8 x hef
- The minimum edge (Cmin) and spacing (Smin) distances are 0.5 x hef
All load capacity values assume adequate steel strength; the anchor tests were carried out using 10.9 or 12.9 steel.
Glossary
hmin = Min. concrete thickness (mm) hef = Effective anchorage depth (bond length) (mm) fcm = Concrete compressive strength (N/mm
2)
ScrN = Minimum anchor spacing to achieve NRK (mm) S = Anchor spacing (mm) CcrN = Minimum close edge distance to achieve NRK (mm) C = Close edge distance (mm) hO = Hole depth (mm) dO = Drilled hole diameter (mm) d = Stud or bar nominal diameter (mm)
FRK = Characteristic tensile load (kN) NRec = Recommended load NRd = Design load = FRK multiplied with a total safety factor
VRK = Characteristic shear load (kN)
RfcN=Close edge reduction factor, tension only RfcV=Close edge reduction factor, shear only RfsN=Close spacing reduction factor, tension only RfsV=Close spacing reduction factor, shear only Tinst=Max. installation torque (Nm)
h
h
o
ef
do
d
NRK
, NRd
fcm
hmin
CcrN
CcrNS
crN
S C1
C2
NRK
, NRd
Tinst
Tinst
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
6/19
Performance data (embedment depth 8d) in C20/25 concrete
The performance of an anchor depends in the properties of the resin, the steel quality of the threaded bar, the concrete strength, the embedment depths and the drilling and cleaning quality. In the following pages, the loads are indicated for embedment depths ranging from 8 times to 12 times the bar diameter. It is possible to interpolate 9 times, 10 times and 11 times. The performance at standard embedment depth for chemical anchors is also included.
hef = 8d Anchor Spacing Tensile Reduction Factors hef = 8d Edge Tensile Reduction Factors
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
7/19
Performance Data (embedment depth 10d) in C20/25 concrete
hef = 10d Anchor Spacing Tensile Reduction Factors hef = 10d Edge Tensile Reduction Factors
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
8/19
Performance Data (standard embedment depth) in C20/25 concrete
hef = Standard Anchor Spacing Tensile Reduction Factors hef = Standard Edge Tensile Reduction Factors
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
9/19
Performance Data (embedment depth 12d) in C20/25 concrete
hef = 12d Anchor Spacing Tensile Reduction Factors hef = 12d Edge Tensile Reduction Factors
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
10/19
Using AnchorFix®-1 with Reinforcing Bars
Installation Procedure
Recommended hole cleaning combinations
Brush Configurations
A Standard brush with handle (for hole depths upto 250mm)
B Brush with ferrule (m thread) + extension handle (f thread) (for hole depths upto 550mm)
C Brush with ferrule (m thread) + extension piece (f&m thread) + extension handle (f thread)
(for hole depths upto 860mm)
D Brush with ferrule (m thread) + 2 extension pieces (f&m thread) + extension handle (f thread)
(for hole depths upto 1100mm)
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
11/19
Ultimate Tensile and Shear Loads for Rebar
Note: Design shear based on 57.7% of yield stress for factored loads. When design for rebar is used as an anchor, apply local safety factor to yield typically 3.
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
12/19
Rebar Performance for use as a fixing
The above table shows resin performance, steel and concrete performance should be considered separately.
hef = Standard Anchor Spacing Tensile Reduction Factors hef = Standard Edge Tensile Reduction Factors
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
13/19
Using AnchorFix®-1 in Masonry
AnchorFix®-1 has been granted a European Technical Approval (ETA) according to ETAG 029:
Metal Injection Anchors for Use in Masonry. The following combination of installation parameters and loading cases are allowable:
Characteristic Resistance under Tension and Shear Loading
Please refer to page 21 for description of brick types and dimensions
(1) for design to ETAG 029, Annex C:
for all masonry units: NRk = NRk,p = NRk,b = NRk,pb = NRk,s
for perforated or hollow masonry units: VRk = VRk,b = VRk,c = VRk,s
for solid masonry units: VRk = VRk,b = VRk,s and VRk,c calculated according to ETAG 029, Annex C
(2) in the absence of other national regulations
Characteristic Bending Moments
(1) in the absence of national regulations
β Factors for Job Site Test According to ETAG 029, Annex B
Please refer to page 21 for description of brick types and dimensions
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
14/19
Installation Parameters
Anchor Rods in Perforated Sleeves
Internally Threaded Sockets
N°: 870 43 01 Author: M. Poltéra Date: March 2012
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
15/19
Edge Distances and Spacing
Anchor Rods
Please refer to page 21 for description of brick types and dimensions
Internally Threaded Sockets
Please refer to page 21 for description of brick types and dimensions
N°: 870 43 01 Author: M. Poltéra Date: March 2012
The information contained herein and any other advice are given in good faith based on Sika's current knowledge and experience of the products when properly stored, handled and applied under normal conditions in accordance with Sika's recommendations. The information only applies to the application(s) and product(s) expressly referred to herein. In case of changes in the parameters of the application, such as changes in substrates etc., or in case of a different application, consult Sika's Technical Service prior to using Sika products. The information contained herein does not relieve the user of the products from testing them for the intended application and purpose. All orders are accepted subject to our current terms of sale and delivery. Users must always refer to the most recent issue of the local Product Data Sheet for the product concerned, copies of which will be supplied on request.
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
16/19
Types and Dimensions of Blocks and Bricks
Brick No. 1
Hollow clay brick HLz 12-1,0-2DF
according to EN771-1
length/width/height = 235mm/112mm/115mm
fb ≥ 12 N/mm2 / ρ ≥ 1,0 kg/dm
3
Brick No. 2a
Hollow sand lime brick KSL 12-1,4-3DF
according to EN771-2
length/width/height = 240mm/175mm/113mm
fb ≥ 12 N/mm2 / ρ ≥ 1,4 kg/dm
3
Brick No. 2b
Hollow sand lime brick KSL 12-1,4-8DF
according to EN771-2
length/width/height = 250mm/240mm/237mm
fb ≥ 12 N/mm2 / ρ ≥ 1,4 kg/dm
3
Brick No. 3
Solid clay brick Mz 12-2,0-NF
according to EN771-1
length/width/height = 240mm/116mm/71mm
fb ≥ 12 N/mm2 / ρ ≥ 2,0 kg/dm
3
N°: 870 43 01 Author: M. Poltéra Date: March 2012
The information contained herein and any other advice are given in good faith based on Sika's current knowledge and experience of the products when properly stored, handled and applied under normal conditions in accordance with Sika's recommendations. The information only applies to the application(s) and product(s) expressly referred to herein. In case of changes in the parameters of the application, such as changes in substrates etc., or in case of a different application, consult Sika's Technical Service prior to using Sika products. The information contained herein does not relieve the user of the products from testing them for the intended application and purpose. All orders are accepted subject to our current terms of sale and delivery. Users must always refer to the most recent issue of the local Product Data Sheet for the product concerned, copies of which will be supplied on request.
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
17/19
Types and Dimensions of Blocks and Bricks
Brick No. 4
Solid sand lime brick KSL 12-1,4-3DF
according to EN771-2
length/width/height = 240mm/115mm/70mm
fb ≥ 12 N/mm2 / ρ ≥ 2,0 kg/dm
3
Brick No. 5
Hollow clay brick HLzW 6-0,7-8DF
according to EN771-1
length/width/height = 250mm/240mm/240mm
fb ≥ 6 N/mm2 / ρ ≥ 0.8 kg/dm
3
Brick No. 6
Lightweight concrete hollow block Hbl 2-0,45-10DF
according to EN771-3
length/width/height = 250mm/300mm/248mm
fb ≥ 2,0 N/mm2 / ρ ≥ 0,45 kg/dm
3
N°: 870 43 01 Author: M. Poltéra Date: March 2012
The information contained herein and any other advice are given in good faith based on Sika's current knowledge and experience of the products when properly stored, handled and applied under normal conditions in accordance with Sika's recommendations. The information only applies to the application(s) and product(s) expressly referred to herein. In case of changes in the parameters of the application, such as changes in substrates etc., or in case of a different application, consult Sika's Technical Service prior to using Sika products. The information contained herein does not relieve the user of the products from testing them for the intended application and purpose. All orders are accepted subject to our current terms of sale and delivery. Users must always refer to the most recent issue of the local Product Data Sheet for the product concerned, copies of which will be supplied on request.
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
18/19
Types and Dimensions of Blocks and Bricks
Brick No. 7
Ligtweight concrete hollow block Hbl 4-0,7-8DFF
according to EN771-3
length/width/height = 250mm/240mm/248mm
fb ≥ 4,0 N/mm2 / ρ ≥ 0,7 kg/dm
3
Brick No. 8
Concrete masonry unit Hbn 4-12DF
according to EN771-3
length/width/height = 370mm/240mm/238mm
fb ≥ 4 N/mm2 / ρ ≥ 1,2 kg/dm
3
N°: 870 43 01 Author: M. Poltéra Date: March 2012
The information contained herein and any other advice are given in good faith based on Sika's current knowledge and experience of the products when properly stored, handled and applied under normal conditions in accordance with Sika's recommendations. The information only applies to the application(s) and product(s) expressly referred to herein. In case of changes in the parameters of the application, such as changes in substrates etc., or in case of a different application, consult Sika's Technical Service prior to using Sika products. The information contained herein does not relieve the user of the products from testing them for the intended application and purpose. All orders are accepted subject to our current terms of sale and delivery. Users must always refer to the most recent issue of the local Product Data Sheet for the product concerned, copies of which will be supplied on request.
Sika Services AG, Speckstrasse 22, 8330 Pfaeffikon ZH, Switzerland Phone: +41 58 436 23 73, Fax: +41 58 436 23 77 E-Mail: [email protected] www.sika.com
19/19
Limitations
During the curing process AnchorFix®-1 mortar exhibits unrestrained shrinkage.
Note for the Use in Porous Substrates
This bonded anchor is not intended for use as a cosmetic or decorative product. When anchoring into porous or reconstituted stone it is recommended that technical assistance is sought. Due to the nature of the product, migration of the monomer in the resin may cause staining in certain materials. If you are still uncertain, it is advisable to test the resin by applying it in a small, discrete area and testing before using the resin on the project.
Important Note
Whilst all reasonable care is taken in compiling technical data on the Company’s products, all recommendations or suggestions regarding the use of such products are made without guarantee, since the conditions of use are beyond the control of the Company. It is the customer’s responsibility to satisfy himself that each product is fit for the purpose for which he intends to use it, that the actual conditions of use are suitable and that, in the light of our continual research and development programme the information relating to each product has not been superseded.