Hilti HIT-HY 200 Injectable Mortar (Post Installed Rebar) Submission Folder Product Information 2 Technical summary and consumption table 11 Method Statement 14 Test Reports Abstract-HY200 BS5080 Test Reports 20 Abstract 4-hour HY200 Fire Evaluation ETA – 12/0083 VOC Content Test Certificate (LEED) 32 36 67 Report Country of Origin 68 Material Safety Data Sheet 69 Job Reference 78 Recycling one ton of paper saves 17 trees and 7000 gallons of water. Please consider your environmental responsibility before using the hard copy version! Hilti (HK) 香港客戶熱線 +852 8228 8118 工程師技術支援平台 ask.hilti.com.hk 香港門市 : 大角咀洋松街1號形品星寓地下2號舖 澳門門市 : 澳門布魯塞爾街70號建興龍廣場地下W座地鋪 電郵 : [email protected]傳真 : +852 2954 1751 澳門客戶熱線(免費) 00800 8228 8118 HIT-HY 200 Injectable Mortar (Post Installed Rebar) Page 1 of 89 Aug 2021
Transcript
Hilti HIT-HY 200 Injectable Mortar
(Post Installed Rebar) Submission Folder
Product Information 2
Technical summary and consumption table 11
Method Statement 14
Test Reports
Abstract-HY200 BS5080 Test Reports 20
Abstract 4-hour HY200 Fire Evaluation
ETA – 12/0083
VOC Content Test Certificate (LEED)
32
36
67
Report Country of Origin 68
Material Safety Data Sheet 69
Job Reference 78
Recycling one ton of paper saves 17 trees and 7000 gallons of water.
Please consider your environmental responsibility before using the hard copy version!
BASE MATERIALS● Concrete (cracked)● Concrete (uncracked)
Curing time
Remarks:1) All the data applies to no edge distance, spacing and other influences 2) For detail design method please refer to Fastening Technology Manual * ) HY 200 with the use of HIT-Z/HIT-Z-R has shock approved
APPLICATIONS● Injection of Hilti HIT adhesive mortar for fastening anchor rods
and rebars in concrete and masonry● An addition to Hilti’s 22V cordless tool platform● Serial fastenings and/or injection in deep holes
ADVANTAGES● Dose adjustment knob for accurate and controlled dispensing● Fast, easy foil pack loading● The HDE 500-A22 can dispense up to 130 Hilti HIT adhesive
artridges (500 ml) on a single battery charge with a B22 3.3Ahbattery or 60 cartridges with a compact 1.6Ah battery
Technical dataPower source type Compact B22/2.6 or B22/5.2 battery
packDispenser type BatteryPerformance (at 20˚C) 55 sec ( RE100 500 ml)3.3 Ah Battery capacity 100 cartridges (500 ml)Dimension (L x W x H) 436 mm x 120 mm x 221 mmModes available Off / continuous / measured volume
dispensing with settings 1 to 15Dispensing volume pertrigger pull
6 ml
Ordering designation Content per can/cartridge Sales packquantity
WHAT ISHilti Technology eliminates the most load-affecting and time-consuming step in the installation process: cleaning the hole before injection of the adhesive. As a consequence, engineers can now have peace of mind because the specified application will perform on the jobsite as it has been designed in the plan.
Now you can design anchor rod and post-installed rebar connectionswith more confidence. Inadequately cleaning holes during installationcan reduce the performance of conventional chemical anchor systemssignificantly. Hilti Technology eliminates this factor almostentirely – in both cracked or uncracked concrete and with anchor rodsor post-installed rebar.
M8(10mm)
Thread rod sizeDrill hole dia.
M10(12mm)
M12(14mm)
M16(18mm)
M20(22mm)
M24(28mm)
M27(30mm)
M30(35mm)
AnchoringHIT-HY 200-R, standard drill bit and HIT-Z Rod (zero cleaning)
HIT-HY 200-R, HIT-RE 500, HIT-RE 500-SD, Hollow Drill Bits and HAS-E Rod or HIT-V Rod (auto-cleaning)
Rebar diameter (mm) [Ød] 10 12 16 20 25 32 Hole diameter (mm) [d0] 12 16 20 25 32 40 Min. Embedment Depth (mm) [h1] Min. embedment depth should be according to EN1992-1-1
Installation system (Hammer Drilling) Hollow Drill bit TE-CD12 TE-CD16 TE-YD20 TE-YD25 TE-YD30 n/a Drill bit TE-CX12 TE-CX16 TE-CX20 TE-CX25 TE-YX30 TE-YX40 Drilling system TE2 / TE7 / TE30 / TE40 TE 50 / TE60 / TE70
Remarks: 1. Actual embedment depth should be subjected to design stress.2. All the spacing and edge distance requirement should be reference to European Technical Approval
(ETA-12/0083);3. If there is a fire resistance concern, the loading should be referred to the local fire assessment
FAHY200C-2016-SBasic Testing & loading data
Y10 Y12 Y16 Y20 Y25 Y32 Ultimate mean pull-out load as per BS5080 Part 1 (kN) Test Report *See Remark 1
Remarks: 1. It is based on BS5080 test for non-cracked concrete with strength 30N/mm2;2. Yield strength of rebar fyk is 500N/mm2;3. Design embedment depth and loading should be subjected to design stress or
designer's decision.;4. Onsite pullout test can be carried out to verify the workmanship of the installation but should
not be served as verification of the ultimate loading. The testing load shall be subjected tothe de should not exceed the 0.87 x yield load ofrebar to avoid permanent damage to the rebar.
Features: base material: concrete Injection system with high loading capacity Two-component hybrid mortar Suitable for dry and water saturated concrete Fast curing system SAFEset system with hollow drill bit TE-CD & TE-YD Non corrosive to rebar elements
1. In the above table please find the quantity of mortar required for one fastening point, in ml. In this estimation, we consider 80% of the mortar is used for fastening, the rest being used for the first pull outs and waste.
2. The greyed area should not be used since it is not in accordance with the design codes requiring a depth of at least 10 drilling diameters.3. The filled volume showed in the table did not include any wastage during the installation.4. 1 trigger pull of dispenser HDE is approx. 6 ml of HY200.
To dispense 1 cartridge of 500ml HY 200 needs approx. 80 triggers.
5.6 Mortar consumption estimation for post installed rebars
Table: HY200 anchorage length under fire – Abstract from REPORT no. FAHY200C-2016-S Table 6 - 39(Hilti HIT-HY200 Injection Resin with Rebar for Post-installed Concrete Connections under Hong Kong Fire Resistance Conditions)
Maximum force in rebar in conjunction with HIT-HY 200 as a function of embedment depth for the fire resistance classes R60 to R240 (yield strength fyk = 500 N/mm2) according to Hong Kong CoP*
R60 R120 R180 R240mm mm kN mm c=20 c=25 c=45 c=45
100 4.92 1.15 0.83 0.53
110 7.74 1.59 1.07 0.66
120 11.39 2.21 1.37 0.82
130 15.03 3.09 1.78 1.03
140 18.68 4.31 2.30 1.29
150 22.33 6.01 2.98 1.61
160 25.97 8.36 3.88 2.02
170 29.62 11.58 5.05 2.54
180 33.27 15.23 6.58 3.19
190 36.92 18.87 8.57 4.03
200 39.27 22.52 11.15 5.09
210 26.17 14.45 6.44
220 29.82 18.10 8.14
230 33.46 21.75 10.28
240 37.11 25.39 12.97
250 39.27 29.04 16.30
260 32.69 19.95
270 36.34 23.60
280 39.27 27.25
290 30.89
300 34.54
310 38.19
320 39.27
Rebar anchorage
depth
Maximum Forece in the rebar (kN)
10 12 39.27
Rebar Diamete
r
Drill hole diameter
Rebar maximum
load
*The concrete cover stated on the above table matches the minimum concrete cover required by the HK CoP for Fire Safety in Buildings 2011 andthe thermo-mechanical properties adopted in this fire assessment is according to HK CoP for the Structural use of Concrete 2013.
**For the embedment length data under different concrete cover thickness condition, please contact Hilti representative to access the full report.
European technical approval ETA-12/0083 English translation prepared by DIBt
Page 2 of 31 | 6 February 2012
I LEGAL BASES AND GENERAL CONDITIONS
1 This European technical approval is issued by Deutsches Institut für Bautechnik in accordance with:
- Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws, regulations and administrative provisions of Member States relating to construction products1, modified by Council Directive 93/68/EEC2 and Regulation (EC) N° 1882/2003 of the European Parliament and of the Council3;
- Gesetz über das In-Verkehr-Bringen von und den freien Warenverkehr mit Bauprodukten zur Umsetzung der Richtlinie 89/106/EWG des Rates vom 21. Dezember 1988 zur Angleichung der Rechts- und Verwaltungsvorschriften der Mitgliedstaaten über Bauprodukte und anderer Rechtsakte der Europäischen Gemeinschaften (Bauproduktengesetz - BauPG) vom 28. April 19984, as amended by law of 31 October 20065;
- Common Procedural Rules for Requesting, Preparing and the Granting of European technical approvals set out in the Annex to Commission Decision 94/23/EC6;
- Guideline for European technical approval of "Metal anchors for use in concrete - Part 5: Bonded anchors", ETAG 001-05.
2 Deutsches Institut für Bautechnik is authorized to check whether the provisions of this European technical approval are met. Checking may take place in the manufacturing plant. Nevertheless, the responsibility for the conformity of the products to the European technical approval and for their fitness for the intended use remains with the holder of the European technical approval.
3 This European technical approval is not to be transferred to manufacturers or agents of manufacturers other than those indicated on page 1, or manufacturing plants other than those indicated on page 1 of this European technical approval.
4 This European technical approval may be withdrawn by Deutsches Institut für Bautechnik, in particular pursuant to information by the Commission according to Article 5(1) of Council Directive 89/106/EEC.
5 Reproduction of this European technical approval including transmission by electronic means shall be in full. However, partial reproduction can be made with the written consent of Deutsches Institut für Bautechnik. In this case partial reproduction has to be designated as such. Texts and drawings of advertising brochures shall not contradict or misuse the European technical approval.
6 The European technical approval is issued by the approval body in its official language. This version corresponds fully to the version circulated within EOTA. Translations into other languages have to be designated as such.
1 Official Journal of the European Communities L 40, 11 February 1989, p. 12
2 Official Journal of the European Communities L 220, 30 August 1993, p. 1
3 Official Journal of the European Union L 284, 31 October 2003, p. 25
4 Bundesgesetzblatt Teil I 1998, p. 812
5 Bundesgesetzblatt Teil I 2006, p. 2407, 2416
6 Official Journal of the European Communities L 17, 20 January 1994, p. 34
European technical approval ETA-12/0083 English translation prepared by DIBt
Page 3 of 31 | 6 February 2012
II SPECIFIC CONDITIONS OF THE EUROPEAN TECHNICAL APPROVAL
1 Definition of the product and intended use
1.1 Definition of the construction product The subject of this approval is the post-installed connection, by anchoring or overlap connection joint, of reinforcing bars (rebars) in existing structures made of normal weight concrete, using the Hilti injection mortar HIT-HY 200-R in accordance with the regulations for reinforced concrete construction.
Reinforcing bars made of steel with a diameter ds from 8 to 32 mm according to Annex 4 or the Hilti tension anchor HZA-R or HZA-HCR sizes 12, 16 and 20 according to Annex 6 and Hilti injection mortar HIT-HY 200-R are used for rebar connections. The steel element is placed into a drilled hole filled with injection mortar and is anchored via the bond between embedded element, injection mortar and concrete.
1.2 Intended use The rebar connection may be used in normal weight concrete of a minimum grade of C12/15 and maximum grade C50/60 according to EN 206-1:2000. It may be used in non-carbonated concrete with the allowable chloride content in concrete of 0.40% (CL 0.40) related to the cement content according to EN 206-1.
Rebar connections with reinforcing bars and tension anchor HZA-R or HZA-HCR may be used for predominantly static loads.
The fire resistance of post-installed rebar connections is not covered by this European technical approval. Fatigue, dynamic or seismic loading of post-installed rebar connections are not covered by this European technical approval.
Rebar connections may only be carried out in a manner, which is also possible with cast-in straight reinforcing bars, e.g. those in the following applications (see Annex 2):
- an overlap joint with existing reinforcement in a building component (Figures 1 and 2),
- anchoring of the reinforcement at a slab or beam support, (e.g. according to Figure 3: end support of a slab, designed simply supported, as well as an appropriate general reinforcement for restraint forces),
- anchoring of reinforcement of building components stressed primarily in compression (Figure 4),
- anchoring of reinforcement to cover the envelope line of tensile force in the bending member (Figure 5).
The post-installed rebar connections may be used in the temperature range of -40 °C to +80 °C (max short term temperature +80 °C and max long term temperature +50 °C).
This European technical approval covers anchoring in bore holes made with hammer drilling or compressed air drilling. The post-installed rebar connection may be installed in dry or wet concrete. It must not be installed in flooded holes.
Rebar connections with the tension anchor HZA-R or HZA-HCR may be used for the transmission of tensile forces in the direction of the bar axis only. The transmission of shear forces has to be ensured by appropriate measures. Examples for the application are given in Annex 3, Figure 6 to Figure 8.
European technical approval ETA-12/0083 English translation prepared by DIBt
Page 4 of 31 | 6 February 2012
- The tension anchor HZA-R made of stainless steel may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure (including industrial and marine environment), or exposure to permanently damp internal conditions, if no particular aggressive conditions exist. Such particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used).
- The tension anchor HZA-HCR made of high corrosion resistant steel 1.4529 may be used in structures subject to dry internal conditions and also in structures subject to external atmospheric exposure, in permanently damp internal conditions or in other particular aggressive conditions. Such particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used).
The provisions made in this European technical approval are based on an assumed working life of the post-installed rebar connection of 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works.
2 Characteristics of the product and methods of verification
2.1 Characteristics of the product The post-installed rebar connection corresponds to the drawings and provisions given in Annexes 1 to 7. The characteristic material values, dimensions and tolerances not indicated in Annexes 1 to 7 shall correspond to the respective values laid down in the technical documentation7 of this European technical approval.
The two components of the injection mortar Hilti HIT-HY 200-R are delivered in unmixed condition in foil packs of sizes 330 ml or 500 ml according to Annex 1. Each foil pack is marked with the identifying mark "HY 200-R", with the batch number and expiry date.
The rebar shall comply with the specifications given in Annex 4. The tension anchor HZA-R and HZA-HCR shall comply with the specifications given in Annex 6. Each tension anchor with connecting thread made of stainless steel is marked with the letters "HZA-R" according to Annex 6. Each rebar anchor with connecting thread made of high corrosion resistant steel is marked with the letters "HZA-HCR" according to Annex 6.
2.2 Methods of verification The assessment of fitness of the post-installed rebar connection for the intended use in relation to the requirements for mechanical resistance and stability and safety in use in the sense of the Essential Requirements 1 and 4 has been made in accordance with the "Guideline for European technical approval of Metal Anchors for Use in Concrete", Part 1 "Anchors in general" and Part 5 "Bonded anchors" and EOTA Technical Report TR 023 "Assessment of post-installed rebar connections"8.
7 The technical documentation of this European technical approval is deposited at the Deutsches Institut für Bautechnik
and, as far as relevant for the tasks of the approved bodies involved in the attestation of conformity procedure, is handed over to the approved bodies.
8 The Technical Report TR 023 "Assessment of post-installed rebar connections" is published on EOTA website
European technical approval ETA-12/0083 English translation prepared by DIBt
Page 5 of 31 | 6 February 2012
In addition to the specific clauses relating to dangerous substances contained in this European technical approval, there may be other requirements applicable to the products falling within its scope (e.g. transposed European legislation and national laws, regulations and administrative provisions). In order to meet the provisions of the Construction Products Directive, these requirements need also to be complied with, when and where they apply.
3 Evaluation and attestation of conformity and CE marking
3.1 System of attestation of conformity According to the Decision 96/582/EC of the European Commission9 system 2(i) (referred to as
System 1) of the attestation of conformity applies.
This system of attestation of conformity is defined as follows:
System 1: Certification of the conformity of the product by an approved certification body on the basis of:
(a) Tasks for the manufacturer:
(1) factory production control;
(2) further testing of samples taken at the factory by the manufacturer in accordance with a prescribed test plan;
(b) Tasks for the approved body:
(3) initial type-testing of the product;
(4) initial inspection of factory and of factory production control;
(5) continuous surveillance, assessment and approval of factory production control.
Note: Approved bodies are also referred to as "notified bodies".
3.2 Responsibilities 3.2.1 Tasks for the manufacturer 3.2.1.1 Factory production control
The manufacturer shall exercise permanent internal control of production. All the elements, requirements and provisions adopted by the manufacturer shall be documented in a systematic manner in the form of written policies and procedures, including records of results performed. This production control system shall insure that the product is in conformity with this European technical approval.
The manufacturer may only use initial/raw/constituent materials stated in the technical documentation of this European technical approval.
The factory production control shall be in accordance with the control plan which is part of the technical documentation of this European technical approval. The control plan
is laid down in
the context of the factory production control system operated by the manufacturer and deposited with Deutsches Institut für Bautechnik.10
The results of factory production control shall be recorded and evaluated in accordance with the provisions of the control plan.
9 Official Journal of the European Communities L 254 of 08.10.1996
10 The control plan is a confidential part of the European technical approval and only handed over to the approved body
involved in the procedure of attestation of conformity. See section 3.2.2.
European technical approval ETA-12/0083 English translation prepared by DIBt
Page 6 of 31 | 6 February 2012
3.2.1.2 Other tasks for the manufacturer
The manufacturer shall, on the basis of a contract, involve a body which is approved for the tasks referred to in section 3.1 in the field of anchors in order to undertake the actions laid down in section 3.2.2 For this purpose, the control plan referred to in sections 3.2.1.1 and 3.2.2 shall be handed over by the manufacturer to the approved body involved.
The manufacturer shall make a declaration of conformity, stating that the construction product is in conformity with the provisions of this European technical approval.
3.2.2 Tasks for the approved bodies The approved body shall perform the
- initial type-testing of the product,
- initial inspection of factory and of factory production control,
- continuous surveillance, assessment and approval of factory production control,
in accordance with the provisions laid down in the control plan.
The approved body shall retain the essential points of its actions referred to above and state the results obtained and conclusions drawn in a written report.
The approved certification body involved by the manufacturer shall issue an EC certificate of conformity of the product stating the conformity with the provisions of this European technical approval.
In cases where the provisions of the European technical approval and its control plan are no longer fulfilled the certification body shall withdraw the certificate of conformity and inform Deutsches Institut für Bautechnik without delay.
3.3 CE marking The CE marking shall be affixed on each packaging of the injection mortar. The letters "CE"
shall be followed by the identification number of the approved certification body, where relevant, and be accompanied by the following additional information:
- the name and address of the producer (legal entity responsible for the manufacture),
- the last two digits of the year in which the CE marking was affixed,
- the number of the EC certificate of conformity for the product,
- the number of the European technical approval,
- the number of the guideline for European technical approval.
4 Assumptions under which the fitness of the product for the intended use was favourably assessed
4.1 Manufacturing The European technical approval is issued for the product on the basis of agreed
data/information, deposited with Deutsches Institut für Bautechnik, which identifies the product that has been assessed and judged. Changes to the product or production process, which could result in this deposited data/information being incorrect, should be notified to Deutsches Institut für Bautechnik before the changes are introduced. Deutsches Institut für Bautechnik will decide whether or not such changes affect the approval and consequently the validity of the CE marking on the basis of the approval and if so whether further assessment or alterations to the approval shall be necessary.
European technical approval ETA-12/0083 English translation prepared by DIBt
Page 7 of 31 | 6 February 2012
4.2 Drafting Rebar connections must be designed in keeping with good engineering practice. Considering
the loads to be anchored, design calculations and design drawings must be produced which can be checked. At least the following items must be stated in the design drawings:
- grade of concrete strength,
- diameter, drilling technique, concrete cover, spacing and embedment depth of the rebar,
- length lv and length for markings lm on the injection extension according to Annex 16,
- Use of a drill aid for anchorages close to the edge (see Annex 10),
- kind of preparation of the joint between building component being connected including the diameter and thickness of concrete layer that has to be removed.
4.3 Design 4.3.1 General
The actual position of the reinforcement in the existing structure shall be determined on the basis of the construction documentation and taken into account when designing.
The design of post-installed rebar connections according to Annex 2 and determination of the internal section forces to be transferred in the construction joint shall be verified in accordance with EN 1992-1-1:2004. When ascertaining the tensile force in the rebar, allowance shall be made for the statically effective height of the bonded-in reinforcement.
Tension anchor HZA-R or HZA-HCR according to Annex 6 shall be designed for the welded-on reinforcement steel B500B. The length of the bonded-in shaft made of stainless steel may not be accounted as anchorage.
The verification of the immediate local force transfer to the concrete has been provided.
The verification of the transfer of the loads to be anchored to the building component shall be provided.
The spacing between post-installed rebars respectively tension anchor HZA-R or HZA-HCR shall be greater than the minimum of 5 ds and 50 mm (see Annex 5and 7).
4.3.2 Determination of the basic anchorage length The required basic anchorage length lb,rqd shall be determined in accordance with EN 1992-1-1, Section 8.4.3:
lb,rqd = (ds / 4) (σsd / fbd)
with: ds = diameter of the rebar
σsd = calculated design stress of the rebar
fbd = design value of bond strength according to Annex 8, Table 5
in consideration of the coefficient related to the quality of bond conditions and of the coefficient related to the bar diameter and of the drilling technique
4.3.3 Determination of the design anchorage length The required design anchorage length lbd shall be determined in accordance with EN 1992-1-1, Section 8.4.4:
lbd = α 1·α 2·α 3·α 4·α 5 lb,rqd ≥ lb,min
with: lb,rqd = according to section 4.3.2
α 1 = 1.0 for straight bars
α 2 = 0.7…1.0 calculated acc. to EN 1992-1-1, Table 8.2
α 3 = 1.0 because of no transverse reinforcement
α 4 = 1.0 because of no welded transverse reinforcement
European technical approval ETA-12/0083 English translation prepared by DIBt
Page 8 of 31 | 6 February 2012
α 5 = 0.7…1.0 for influence of transverse pressure acc. to EN 1992-1-1, Table 8.2
lb,min = minimum anchorage length acc. to EN 1992-1-1
= max {0.3 lb,rqd; 10ds; 100 mm} under tension
= max {0.6 lb,rqd; 10ds; 100 mm} under compression
The maximum permissible anchorage depth is given in Annex 8 in relation to the dispenser to be used.
4.3.4 Overlap joints The required design lap length l0 shall be determined in accordance with EN 1992-1-1, Section 8.7.3:
l0 = α 1·α 2·α 3·α 5·α 6 lb,rqd ≥ l0,min
with: lb,rqd = according to Section 4.3.2
α 1 = 1.0 for straight bars
α 2 = 0.7…1.0 calculated acc. to EN 1992-1-1, Table 8.2
α 3 = 1.0 because of no transverse reinforcement
α 5 = 0.7…1.0 for influence of transverse pressure acc. to EN 1992-1-1, Table 8.2
α 6 = 1.0…1.5 for influence of percentage of lapped bars relative to the total cross-section area acc. to EN 1992-1-1, Table 8.3
l0,min = minimum lap length acc. to EN 1992-1-1
= max {0.3·α 6 lb,rqd; 15ds; 200 mm}
The maximum permissible anchorage depth is given in Annex 8 in relation to the dispenser and the bar diameter to be used.
4.3.5 Embedment depth for overlap joints Overlap joint for rebars:
For calculation of the effective embedment depth of overlap joints the concrete cover at end-face of bonded-in rebar c1 shall be considered (see Annex 5, Figure 10):
lv ≥ l0 + c1
with: l0 = required lap length acc. to Section 4.3.4 and to EN 1992-1-1
c1 = concrete cover at end-face of bonded-in rebar (see Annex 5)
If the clear distance between the overlapping rebars is greater than 4 ds the lap length shall be enlarged by the difference between the clear distance and 4 ds.
Overlap joint for tension anchor HZA-R or HZA-HCR:
The effective embedment depth is the same like the lap length lv = l0 (see Annex 7, Figure 12).
The total embedment depth le.ges shall be determined as follows (see Annex 7, Figure 12):
le.ges ≥ l0 + le
with: l0 = required lap length acc. to Section 4.3.4 and to EN 1992-1-1
le = length of the smooth shaft (le > c1 see also Annex 7),
If the clear distance between overlapping rods exceeds 4 ds, the overlap length shall be increased by the difference between the actual clear distance and 4 ds.
4.3.6 Concrete cover The concrete cover required for bonded-in rebars and tension anchor HZA-R or HZA-HCR is shown in Annex 8, Table 3, in relation to the drilling method and the hole tolerance.
European technical approval ETA-12/0083 English translation prepared by DIBt
Page 9 of 31 | 6 February 2012
Furthermore the minimum concrete cover given in EN 1992-1-1, Section 4.4.1.2 shall be observed.
4.3.7 Transverse reinforcement The requirements of transverse reinforcement in the area of the post-installed rebar connection
or of the tension anchor HZA-R or HZA-HCR connection shall comply with EN 1992-1-1, Section 8.7.4.
4.3.8 Connection joint The transfer of shear forces between new concrete and existing structure shall be designed
according to EN 1992-1-1. The joints for concreting must be roughened to at least such an extent that aggregate protrude.
In case of a carbonated surface of the existing concrete structure the carbonated layer shall be removed in the area of the post-installed rebar connection with a diameter of ds + 60 mm prior to the installation of the new rebar.
The depth of concrete to be removed shall correspond to at least the minimum concrete cover for the respective environmental conditions in accordance with EN 1992-1-1.
The foregoing may be neglected if building components are new and not carbonated and if building components are in dry conditions.
4.4 Installation The fitness for use of the post-installed rebar connection can only be assumed if the rebar
respectively the tension anchor HZA-R or HZA-HCR is installed as follows:
- the installation of post-installed rebar respectively tension anchor HZA-R or HZA-HCR shall be done only by suitable trained installer and under supervision on site; the conditions under which an installer may be considered as suitable trained and the conditions for supervision on site are up to the Member States in which the installation is done,
- use of the injection system only as supplied by the manufacturer without exchanging the components of the Injection system,
- installation in accordance with the manufacturer’s specifications and drawings using the tools indicated in the technical documentation of this European technical approval,
- checks before rebar installation to ensure that the strength class of the concrete in which the post-installed rebar connection is to be placed is in the range given and is not lower than that of the concrete to which the characteristic loads apply,
- check of concrete being well compacted, e.g. without significant voids,
- check the position of the existing rebars (if the position of existing rebars is not known, it shall be determined using a rebar detector suitable for this purpose as well as on the basis of the construction documentation and then marked on the building component for the overlap joint),
- keeping the anchorage depth as specified in the design drawings,
- keeping of concrete cover and spacing as specified in the design drawings,
- positioning of the drill holes without damaging the reinforcement,
- in case of aborted drill hole the drill hole shall be filled with mortar,
- the post-installed rebar connection must not be installed in flooded holes,
- the drilling and cleaning of the hole and the installation shall be performed only with the equipment specified by the manufacturer according to the manufacturer's installation instructions (see Annexes 9 to 17), it shall be ensured that this equipment is available on site and it is used,
- during curing of the injection mortar the temperature of the building component must not be less than -10 °C and no more than +40 °C; observing the curing time given in Annex 17.
European technical approval ETA-12/0083 English translation prepared by DIBt
Page 10 of 31 | 6 February 2012
5 Recommendations concerning packaging, transport and storage
5.1 Responsibility of the manufacturer It is in the responsibility of the manufacturer to ensure that the information on the specific
conditions according to sections 1 and 2 including Annexes referred to and section 4 is given to those who are concerned. This information may be made by reproduction of the respective parts of the European technical approval. In addition all installation data shall be shown clearly on the package and/or on an enclosed instruction sheet, preferably using illustration(s).
The minimum data required are:
- drill bit diameter,
- diameter of rebar,
- admissible service temperature range,
- curing time of the injection mortar,
- Installation instructions including cleaning of the drill hole,
- reference to any special installation equipment needed,
- identification of the manufacturing batch,
All data shall be presented in a clear and explicit form.
5.2 Packaging, transport and storage The mortar foil pack shall be protected against sun radiation and shall be stored according to
the manufacture's installation instructions in dry condition at temperatures of at least +5 °C to not more than +25 °C.
Mortar foil packs with expired shelf life must no longer be used.
Georg Feistel beglaubigt: Head of Department G. Lange
Subject : Country of Origin- Hilti HIT-HY 200-R Adhesive Anchor
Dear Sir / Madam,
Enclosed please find the information of Hilti HIT-HY 200-R Adhesive Anchor.
Brand Name : Hilti
Model Name : Hilti HIT-HY 200-R Adhesive Anchor
Manufacturer : Hilti Corporation
Address of Manufacturer : FL-9494, Principality of Liechtenstein.
Supplier : Hilti (Hong Kong) Ltd
Address of Supplier : 701-704, 7/F, Tower A, Manulife Financial Centre, 223 Wai Yip Street, Kwun Tong, Kowloon, Hong Kong
Country of Origin : Germany
Should you have further questions, please do not hesitate to contact our Technical Representatives, Customer Service Hotline at 8228-8118, or email us at [email protected].
Yours faithfully,
Bill Lee Product Portfolio Manager Hilti (Hong Kong) Ltd.
Hilti (Hong Kong) Ltd.
701-704 | Tower A | Manulife Financial Centre223 Wai Yip Street | Kwun Tong
Labelling according to the United Nations GHS (Rev. 4, 2011)
Hazard pictograms (GHS-UN)
GHS07 GHS09
Signal word (GHS-UN) WarningHazardous ingredients methacrylates, dibenzoyl peroxideHazard statements (GHS-UN) H317 - May cause an allergic skin reaction.
H319 - Causes serious eye irritation.H410 - Very toxic to aquatic life with long lasting effects.
Precautionary statements (GHS-UN) P280 - Wear eye protection, protective clothing, protective gloves.P262 - Do not get in eyes, on skin, or on clothing.P305+P351+P338 - IF IN EYES: Rinse cautiously with water for several minutes. Removecontact lenses, if present and easy to do. Continue rinsing.P302+P352 - IF ON SKIN: Wash with plenty of water.
General measures Spilled material may present a slipping hazard Environmental precautions Prevent entry to sewers and public waters
Notify authorities if liquid enters sewers or public waters Storage conditions Keep cool. Protect from sunlight. Precautions for safe handling Wear personal protective equipment
Avoid contact with skin and eyes Wash hands and other exposed areas with mild soap and water before eating, drinking or smoking and when leaving work Provide good ventilation in process area to prevent formation of vapour
Methods for cleaning up This material and its container must be disposed of in a safe way, and as per local legislation Mechanically recover the product Store away from other materials.
For containment Collect spillage. Incompatible materials Sources of ignition
Direct sunlight Incompatible products Strong bases
Strong acids
SECTION 6: First aid measures
First-aid measures after eye contact Rinse immediately with plenty of water Remove contact lenses, if present and easy to do. Continue rinsing. Obtain medical attention if pain, blinking or redness persists
First-aid measures after ingestion Rinse mouth Drink plenty of water Get medical advice/attention. Do not induce vomiting Obtain emergency medical attention
First-aid measures after inhalation Remove person to fresh air and keep comfortable for breathing. Assure fresh air breathing Allow the victim to rest
HIT-HY 200-RSafety information for 2-Component-products
27/09/2018 EN (English) 3/19
First-aid measures after skin contact Wash contaminated clothing before reuse.Wash with plenty of water/…If skin irritation or rash occurs: Get medical advice/attention.
First-aid measures general Take off immediately all contaminated clothing.Never give anything by mouth to an unconscious personIf you feel unwell, seek medical advice (show the label where possible)
Symptoms/effects after eye contact May cause severe irritationSymptoms/effects after skin contact May cause an allergic skin reaction.Other medical advice or treatment Treat symptomatically
SECTION 7: Fire fighting measures
Firefighting instructions Use water spray or fog for cooling exposed containersExercise caution when fighting any chemical firePrevent fire fighting water from entering the environment
Protection during firefighting Self-contained breathing apparatusDo not enter fire area without proper protective equipment, including respiratory protection
Department issuing data specification sheet Hilti Entwicklungsgesellschaft mbH Hiltistraße 6 86916 Kaufering - Deutschland T +49 8191 906310 - F +49 8191 90176310 [email protected]
1.4. Emergency telephone number
Emergency number Schweizerisches Toxikologisches Informationszentrum – 24h Service +41 44 251 51 51 (international)+852 27734 700
SECTION 2: Hazards identification
2.1. Classification of the substance or mixture
Classification according to the United Nations GHS (Rev. 4, 2011)
Org. Perox. Not classified Eye Irrit. 2A H319 Skin Sens. 1 H317 Aquatic Acute 1 H400 Aquatic Chronic 1 H410 Full text of H statements : see section 16
2.2. Label elements
Labelling according to the United Nations GHS (Rev. 4, 2011)
Hazard pictograms (GHS-UN)
GHS07 GHS09
Signal word (GHS-UN) Warning Hazardous ingredients dibenzoyl peroxide Hazard statements (GHS-UN) H317 - May cause an allergic skin reaction.
H319 - Causes serious eye irritation. H410 - Very toxic to aquatic life with long lasting effects.
Precautionary statements (GHS-UN) P280 - Wear eye protection, protective clothing, protective gloves. P262 - Do not get in eyes, on skin, or on clothing. P305+P351+P338 - IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P333+P313 - If skin irritation or rash occurs: Get medical advice, medical attention. P337+P313 - If eye irritation persists: Get medical advice, medical attention.
according to the United Nations GHS (Rev. 4, 2011)
27/09/2018 EN (English) 5/19
P302+P352 - IF ON SKIN: Wash with plenty of water.
2.3. Other hazards
No additional information available
SECTION 3: Composition/information on ingredients
3.1. Substances
Not applicable
3.2. Mixtures
Name Product identifier % Classification according to the United Nations GHS
Quartz (SiO2) (CAS-No.) 14808-60-7 40 - 60 Not classified
Water (CAS-No.) 7732-18-5 10 - 25 Not classified
Aluminium oxide (CAS-No.) 1344-28-1 10 - 25 Not classified
dibenzoyl peroxide (CAS-No.) 94-36-0 10 - 25 Organic Peroxides, Type B, H241 Serious eye damage/eye irritation, Category 2A, H319 Skin sensitisation, Category 1, H317 Hazardous to the aquatic environment — Acute Hazard, Category 1, H400 (M=10) Hazardous to the aquatic environment — Chronic Hazard, Category 1, H410 (M=10)
Full text of H-statements: see section 16
SECTION 4: First aid measures
4.1. Description of first aid measures
First-aid measures general Take off immediately all contaminated clothing. Never give anything by mouth to an unconscious person. If you feel unwell, seek medical advice (show the label where possible).
First-aid measures after inhalation Remove person to fresh air and keep comfortable for breathing. Assure fresh air breathing. Allow the victim to rest.
First-aid measures after skin contact Wash contaminated clothing before reuse. Wash with plenty of water/…. If skin irritation or rashoccurs: Get medical advice/attention.
First-aid measures after eye contact Rinse immediately with plenty of water. Remove contact lenses, if present and easy to do. Continue rinsing. Obtain medical attention if pain, blinking or redness persists.
First-aid measures after ingestion Rinse mouth. Drink plenty of water. Get medical advice/attention. Do not induce vomiting. Obtain emergency medical attention.
4.2. Most important symptoms and effects, both acute and delayed
Symptoms/effects after skin contact May cause an allergic skin reaction. Symptoms/effects after eye contact May cause severe irritation. Potential adverse human health effects and symptoms
Based on available data, the classification criteria are not met.
4.3. Indication of any immediate medical attention and special treatment needed
HIT-HY 200-R, BSafety Data Sheetaccording to the United Nations GHS (Rev. 4, 2011)
27/09/2018 EN (English) 6/19
SECTION 5: Firefighting measures
5.1. Extinguishing media
Suitable extinguishing media Water spray. Carbon dioxide. Dry powder. Foam. Sand.Unsuitable extinguishing media Do not use a heavy water stream.
5.2. Special hazards arising from the substance or mixture
No additional information available
5.3. Advice for firefighters
Firefighting instructions Use water spray or fog for cooling exposed containers. Exercise caution when fighting anychemical fire. Prevent fire fighting water from entering the environment.
Protection during firefighting Self-contained breathing apparatus. Do not enter fire area without proper protective equipment,including respiratory protection.
SECTION 6: Accidental release measures
6.1. Personal precautions, protective equipment and emergency procedures
General measures Spilled material may present a slipping hazard.
Protective equipment Use personal protective equipment as required. Equip cleanup crew with proper protection.Emergency procedures Ventilate area.
6.2. Environmental precautions
Prevent entry to sewers and public waters. Notify authorities if liquid enters sewers or public waters.
6.3. Methods and material for containment and cleaning up
For containment Collect spillage.Methods for cleaning up This material and its container must be disposed of in a safe way, and as per local legislation.
Mechanically recover the product. Store away from other materials.Other information Dispose of materials or solid residues at an authorized site.
SECTION 7: Handling and storage
7.1. Precautions for safe handling
Precautions for safe handling Wear personal protective equipment. Avoid contact with skin and eyes. Wash hands and otherexposed areas with mild soap and water before eating, drinking or smoking and when leavingwork. Provide good ventilation in process area to prevent formation of vapour.
Hygiene measures Do not eat, drink or smoke when using this product. Always wash hands after handling theproduct. Contaminated work clothing should not be allowed out of the workplace. Washcontaminated clothing before reuse.
7.2. Conditions for safe storage, including any incompatibilities
Storage conditions Keep cool. Protect from sunlight.Incompatible products Strong bases. Strong acids.Incompatible materials Sources of ignition. Direct sunlight.Storage temperature 5 - 25 °CHeat and ignition sources Keep away from heat and direct sunlight.
according to the United Nations GHS (Rev. 4, 2011)
27/09/2018 EN (English) 7/19
SECTION 8: Exposure controls/personal protection
8.1. Control parameters
Additional information The product has a pasty consistency. Exposure limit values for respirable dusts are not relevant for this product.
8.2. Appropriate engineering controls
Environmental exposure controls Avoid release to the environment. Consumer exposure controls Avoid contact during pregnancy/while nursing. Other information Do not eat, drink or smoke during use.
8.3. Individual protection measures, such as personal protective equipment (PPE)
Hand protection Wear protective gloves. The permeation time is not the maximum wearing time! Generally speaking, it must be reduced. Contact with either mixtures of substances or different substances may shorten the protective function’s effective duration.
Type Material Permeation Thickness (mm) Penetration
Standard
Disposable gloves Nitrile rubber (NBR)
6 (> 480 minutes) 0,12 EN 374
Eye protection Wear security glasses which protect from splashes
Type Use Characteristics Standard
Safety glasses Droplet clear EN 166, EN 170
Skin and body protection
Wear suitable protective clothing
8.4. Exposure limit values for the other components
No additional information available
SECTION 9: Physical and chemical properties
9.1. Information on basic physical and chemical properties
Physical state Solid Appearance Thixotropic paste. Colour white. Odour characteristic. Odour threshold Not determined pH No data available Relative evaporation rate (butylacetate=1) No data available Melting point No data available Freezing point No data available
HIT-HY 200-R, BSafety Data Sheetaccording to the United Nations GHS (Rev. 4, 2011)
27/09/2018 EN (English) 8/19
Boiling point No data availableFlash point No data availableAuto-ignition temperature Not self-ignitingDecomposition temperature No data availableFlammability (solid, gas) Non flammable.Vapour pressure No data availableRelative vapour density at 20 °C No data availableRelative density No data availableDensity 1.9 g/ml AW 4.3.23Solubility Water: Not miscibleLog Pow No data availableViscosity, kinematic No data availableViscosity, dynamic 40 Pa.s HN-0333Explosive properties Product is not explosive.Oxidising properties No data availableExplosive limits No data available
9.2. Other information
SADT 65 °C
SECTION 10: Stability and reactivity
10.1. Reactivity
No additional information available
10.2. Chemical stability
Stable under normal conditions.
10.3. Possibility of hazardous reactions
No additional information available.
10.4. Conditions to avoid
Direct sunlight. Extremely high or low temperatures.
10.5. Incompatible materials
Strong acids. Strong bases.
10.6. Hazardous decomposition products
fume. Carbon monoxide. Carbon dioxide. Under normal conditions of storage and use, hazardous decomposition products should not be produced.
SECTION 11: Toxicological information
11.1. Information on toxicological effects
Acute toxicity (oral) Not classifiedAcute toxicity (dermal) Not classifiedAcute toxicity (inhalation) Not classified
Skin corrosion/irritation Not classifiedSerious eye damage/irritation Causes serious eye irritation.
according to the United Nations GHS (Rev. 4, 2011)
27/09/2018 EN (English) 9/19
Respiratory or skin sensitisation May cause an allergic skin reaction. Germ cell mutagenicity Not classified Carcinogenicity Not classified
Reproductive toxicity Not classified STOT-single exposure Not classified
STOT-repeated exposure Not classified
Aspiration hazard Not classified
HIT-HY 200-R, B
Viscosity, kinematic 21052.632 mm²/s
Potential adverse human health effects and symptoms
Based on available data, the classification criteria are not met.
SECTION 12: Ecological information
12.1. Toxicity
Acute aquatic toxicity Very toxic to aquatic life. Classification procedure (Acute aquatic toxicity) Calculation method Chronic aquatic toxicity Very toxic to aquatic life with long lasting effects. Classification procedure (Chronic aquatic toxicity)
Log Koc See section 12.1 on ecotoxicology3.8 (log Koc, OECD 121: Esti mati on of the Adsorption C oefficient (Koc) on Soil and on Sewag e Sludge usi ng High Perfor mance Liquid Chr omatography (HPLC), Experi mental val ue)
Ecology - soil Adsorbs into the soil.
12.5. Other adverse effects
Ozone Not classified Other adverse effects No additional information available Other information Avoid release to the environment.
HIT-HY 200-R, BSafety Data Sheetaccording to the United Nations GHS (Rev. 4, 2011)
27/09/2018 EN (English) 10/19
SECTION 13: Disposal considerations
13.1. Waste treatment methods
Regional legislation (waste) Disposal must be done according to official regulations.Product/Packaging disposal recommendations After curing, the product can be disposed of with household waste. . Full or only partially
emptied cartridges must be disposed of as special waste in accordance with official regulations.Packaging contaminated by the product : Dispose in a safe manner in accordance withlocal/national regulations.
Ecology - waste materials Avoid release to the environment.
SECTION 14: Transport information
In accordance with ADR / RID / IMDG / IATA / ADN
ADR IMDG IATA RID
14.1. UN number Not regulated Not regulated Not regulated Not regulated
14.2. UN proper shipping name Not regulated Not regulated Not regulated Not regulated
14.3. Transport hazard class(es) Not regulated Not regulated Not regulated Not regulated
14.4. Packing group Not regulated Not regulated Not regulated Not regulated
14.5. Environmental hazards Not regulated Not regulated Not regulated Not regulated
Environmentally hazardous substances derogation applies (quantity of liquids ≤ 5 litres or net mass of solids ≤ 5 kg)
No supplementary information available
14.6. Special precautions for user
- Overland transport
Special provisions (ADR) 375
- Transport by sea
Special provisions (IMDG) IMDG-Code 2.10.2.7
- Air transport
Special provisions (IATA) A197
- Rail transport
Carriage prohibited (RID) No
14.7. Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code
SECTION 15: Regulatory information
15.1. Safety, health and environmental regulations/legislation specific for the substance or mixture
Full text of H-statements: H241 Heating may cause a fire or explosion. H317 May cause an allergic skin reaction. H319 Causes serious eye irritation. H400 Very toxic to aquatic life. H410 Very toxic to aquatic life with long lasting effects.
SDS_UN_Hilti
This information is based on our current knowledge and is intended to describe the product for the purposes of health, safety and environmental requirements only. It should not therefore be construed as guaranteeing any specific property of the product
HIT-HY 200-R, ASafety Data Sheetaccording to the United Nations GHS (Rev. 4, 2011)Date of issue: 27/09/2018 Revision date: 10/02/2017 Supersedes: 19/09/2016
Version: 3.3
27/09/2018 EN (English) 12/19
SECTION 1: Identification of the substance/mixture and of the company/undertaking
1.1. Product identifier
Product form MixtureProduct name HIT-HY 200-R, AProduct code BU Anchor
1.2. Relevant identified uses of the substance or mixture and uses advised against
Use of the substance/mixture Composite mortar component for fasteners in the construction industry
1.3. Details of the supplier of the safety data sheet
Classification according to the United Nations GHS (Rev. 4, 2011)
Skin Sens. 1 H317Full text of H statements : see section 16
2.2. Label elements
Labelling according to the United Nations GHS (Rev. 4, 2011)
Hazard pictograms (GHS-UN)
GHS07
Signal word (GHS-UN) WarningHazardous ingredients 2-Propenoic acid, 2-methyl-, 1,4-butanediyl ester; 2-Propenoic acid, 2-methyl-, monoester with
1,2-propanediolHazard statements (GHS-UN) H317 - May cause an allergic skin reaction.Precautionary statements (GHS-UN) P280 - Wear eye protection, protective clothing, protective gloves.
P262 - Do not get in eyes, on skin, or on clothing.P305+P351+P338 - IF IN EYES: Rinse cautiously with water for several minutes. Removecontact lenses, if present and easy to do. Continue rinsing.P333+P313 - If skin irritation or rash occurs: Get medical advice, medical attention.P337+P313 - If eye irritation persists: Get medical advice, medical attention.P302+P352 - IF ON SKIN: Wash with plenty of water.
First-aid measures general Take off immediately all contaminated clothing. Never give anything by mouth to an unconscious person. If you feel unwell, seek medical advice (show the label where possible).
4.2. Most important symptoms and effects, both acute and delayed
Symptoms/effects after skin contact May cause an allergic skin reaction. Symptoms/effects after eye contact May cause severe irritation. Potential adverse human health effects and symptoms
Based on available data, the classification criteria are not met.
4.3. Indication of any immediate medical attention and special treatment needed
Treat symptomatically.
SECTION 5: Firefighting measures
5.1. Extinguishing media
Suitable extinguishing media Water spray. Carbon dioxide. Dry powder. Foam. Sand. Unsuitable extinguishing media Do not use a heavy water stream.
according to the United Nations GHS (Rev. 4, 2011)
27/09/2018 EN (English) 14/19
5.2. Special hazards arising from the substance or mixture
No additional information available
5.3. Advice for firefighters
Firefighting instructions Use water spray or fog for cooling exposed containers. Exercise caution when fighting any chemical fire. Prevent fire fighting water from entering the environment.
Protection during firefighting Self-contained breathing apparatus. Do not enter fire area without proper protective equipment, including respiratory protection.
SECTION 6: Accidental release measures
6.1. Personal precautions, protective equipment and emergency procedures
General measures Spilled material may present a slipping hazard.
6.3. Methods and material for containment and cleaning up
No additional information available
SECTION 7: Handling and storage
7.1. Precautions for safe handling
No additional information available
7.2. Conditions for safe storage, including any incompatibilities
Incompatible products Strong bases. Strong acids. Incompatible materials Sources of ignition. Direct sunlight. Heat and ignition sources Keep away from heat and direct sunlight.
SECTION 8: Exposure controls/personal protection
8.1. Control parameters
Additional information The product has a pasty consistency. Exposure limit values for respirable dusts are not relevant for this product.
HIT-HY 200-R, ASafety Data Sheetaccording to the United Nations GHS (Rev. 4, 2011)
27/09/2018 EN (English) 15/19
8.3. Individual protection measures, such as personal protective equipment (PPE)
Hand protection Wear protective gloves. The permeation timeis not the maximum wearing time! Generallyspeaking, it must be reduced. Contact witheither mixtures of substances or differentsubstances may shorten the protectivefunction’s effective duration.
Type Material Permeation Thickness (mm) Penetration
Standard
Disposable gloves Nitrile rubber(NBR)
6 (> 480 minutes) 0,12 EN 374
Eye protection Wear security glasses which protect fromsplashes
Type Use Characteristics Standard
Safety glasses Droplet clear EN 166, EN 170
Skin and bodyprotection
Wear suitable protective clothing
8.4. Exposure limit values for the other components
No additional information available
SECTION 9: Physical and chemical properties
9.1. Information on basic physical and chemical properties
Physical state SolidAppearance Thixotropic paste.Colour Light grey.Odour characteristic.Odour threshold Not determinedpH No data availableRelative evaporation rate (butylacetate=1) No data availableMelting point No data availableFreezing point No data availableBoiling point No data availableFlash point > 109 °C DIN EN ISO 1523Auto-ignition temperature Not self-ignitingDecomposition temperature No data availableFlammability (solid, gas) Non flammable.Vapour pressure No data availableRelative vapour density at 20 °C No data availableRelative density No data availableDensity 1.8 g/ml AW 4.3.23Solubility Water: Not miscibleLog Pow No data availableViscosity, kinematic No data available
HIT-HY 200-R, ASafety Data Sheetaccording to the United Nations GHS (Rev. 4, 2011)
27/09/2018 EN (English) 16/19
Viscosity, dynamic 50 Pa.s HN-0333Explosive properties Product is not explosive.Oxidising properties No data availableExplosive limits No data available
9.2. Other information
No additional information available
SECTION 10: Stability and reactivity
10.1. Reactivity
No additional information available
10.2. Chemical stability
No additional information available
10.3. Possibility of hazardous reactions
No additional information available
10.4. Conditions to avoid
No additional information available
10.5. Incompatible materials
Strong acids. Strong bases.
10.6. Hazardous decomposition products
No additional information available
SECTION 11: Toxicological information
11.1. Information on toxicological effects
Acute toxicity (oral) Not classifiedAcute toxicity (dermal) Not classifiedAcute toxicity (inhalation) Not classified
1,1'-(p-tolylimino)dipropan-2-ol (38668-48-3)
LD50 oral rat 25 mg/kgLD50 dermal rat > 2000 mg/kg2-Propenoic acid, 2-methyl-, 1,4-butanediyl ester (2082-81-7)
LD50 oral rat 10066 mg/kgLD50 dermal rat > 3000 mg/kg2-Propenoic acid, 2-methyl-, monoester with 1,2-propanediol (27813-02-1)
LD50 oral rat > 5000 mg/kg (Rat; OECD 401: Acute Oral Toxicity; Literature study; >=2000 mg/kg bodyweight;Rat; Experimental value)
LD50 dermal rabbit >= 5000 mg/kg bodyweight (Rabbit; Experimental value)Skin corrosion/irritation Not classifiedSerious eye damage/irritation Not classifiedRespiratory or skin sensitisation May cause an allergic skin reaction.Germ cell mutagenicity Not classifiedCarcinogenicity Not classifiedReproductive toxicity Not classified
2-Propenoic acid, 2-methyl-, monoester with 1,2-propanediol (27813-02-1)
Log Pow See section 12.1 on ecotoxicology0.97 (OECD 102 method)
Ecology - soil Low potential for adsorption in soil.
12.5. Other adverse effects
Ozone Not classifiedOther adverse effects No additional information availableOther information Avoid release to the environment.
SECTION 13: Disposal considerations
13.1. Waste treatment methods
Regional legislation (waste) Disposal must be done according to official regulations.Product/Packaging disposal recommendations After curing, the product can be disposed of with household waste. . Full or only partially
emptied cartridges must be disposed of as special waste in accordance with official regulations.Packaging contaminated by the product : Dispose in a safe manner in accordance withlocal/national regulations.
Ecology - waste materials Avoid release to the environment.
SECTION 14: Transport information
In accordance with ADR / RID / IMDG / IATA / ADN
ADR IMDG IATA RID
14.1. UN number Not regulated Not regulated Not regulated Not regulated
14.2. UN proper shipping name Not regulated Not regulated Not regulated Not regulated
14.3. Transport hazard class(es) Not regulated Not regulated Not regulated Not regulated
14.4. Packing group Not regulated Not regulated Not regulated Not regulated
14.5. Environmental hazards Not regulated Not regulated Not regulated Not regulated
HIT-HY 200-R, ASafety Data Sheetaccording to the United Nations GHS (Rev. 4, 2011)
27/09/2018 EN (English) 19/19
14.7. Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code
SECTION 15: Regulatory information
15.1. Safety, health and environmental regulations/legislation specific for the substance or mixture
No additional information available
SECTION 16: Other information
SDS Major/Minor NoneDate of issue 27/09/2018Revision date 10/02/2017Supersedes 19/09/2016
Indication of changes:Section Changed item Change Comments
1.2 Recommended use Added
Other information None.
Full text of H-statements:H300 Fatal if swallowed.H317 May cause an allergic skin reaction.H319 Causes serious eye irritation.H402 Harmful to aquatic lifeH412 Harmful to aquatic life with long lasting effects.
SDS_UN_Hilti
This information is based on our current knowledge and is intended to describe the product for the purposes of health, safety and environmental requirements only. It should not therefore be construed as guaranteeing any specific property of the product
