Cements Product Overview 2017

Transcription

1 Cements Product Overview 2017 SCHWENK Zement KG

2 Product overview s Additional requirements 32,5 R 42,5 N 42,5 N (sd) Total alkali 0,8 M.-% 42,5 R es C8/10 to C30/37, pre-stressed es C8/10 to C35/45 es C8/10 to C35/45, in particular for road surfaces of concrete according to ZTV concrete - StB 52,5 N 52,5 N (ft) 52,5 N (bs) SO 3-3,0 M.-%, total alkali 0,8 M.-% Very high hydration heat, very concrete concreting in cool weather, pre-stressed, concrete sleepers 52,5 R Very high hydration heat, very 1) Fastcrete plus 52,5 R (ft) 52,5 R (fc) Very high hydration heat, highest early strength, 1) Only bagged goods

3 s 32.5 N-LH/ SR 3 Additional requirements Hydration heat 270 J/g, C 3 A 3,0 M.-% 42.5 R-SR 3 C 3 A 3,0 M.-% 52.5 N (na) Total alkali 0.60 M.-% high sulphate resistance (SR 3), slow strength development, very High sulphate resistance (SR 3), normal hydration heat, higher early strength, Low effective alkali (na), high hydration heat, es C8/10 to C30/37, mass components, concrete at sulphate attack by ground water and soil, exposure es XA 2, 3 according to DIN EN 206-1, table 2/DIN , tab. 1, high early strength concrete, concreting in cool weather, concrete at sulphate attack by ground water and soil, exposure es XA 2, 3 according to DIN EN 206-1, table 2/DIN , concrete from alkali-sensitive Rock grains, high early strength concrete, concreting in cool weather, pre-stressed concrete according to DIN, street concrete Portland-composite s Portland I/A-LL Portland I/A-LL Portland I/A-LL Portland I/A-LL Additional requirements 32,5 R 42,5 N 42,5 N (ez) 42,5 R es C8/10 to C30/37, pre-stressed es C8/10 to C35/45, pre-stressed es C8/10 to C35/45, pre-stressed Prefabricated concrete parts, concrete concreting in cool weather, pre-stressed 1) Portland I/A-LL 52,5 R very prefabricated concrete parts, concrete concreting in cool weather, 1) Only bagged goods

4 Portland-composite s Portlandslag I/A-S Additional requirements 42,5 N es C8/10 to C35/45, pre-stressed Portlandslag I/A-S 42,5 R prefabricated concrete parts, concrete concreting in cool weather, pre-stressed Portlandslag I/A-S 52,5 R prefabricated concrete parts, concrete concreting in cool weather, pre-stressed Portlandslag I/B-S 42,5 N, es C8/10 to C35/45, pre-stressed Portlandpuzzolan I/B-P Trass 42,5 N trass Low strength development,, good water retention capacity, good lime binding capacity Masonry mortars and plasters according to according to the corresponding rules 1) 1) 1) Portlandcomposite I/A-M (V-LL) 42,5 N fly ash, es C8/10 to C35/45, pre-stressed Portlandcomposite I/B-M (V-LL) Approval no.: Z ,5 R-AZ fly ash, es C8/10 to C30/37, Portlandcomposite I/B-M (S-LL) Approval no.: Z ,5 R-AZ, concrete parts, concreting in cool weather, pre-stressed concrete according to DIN Portlandcomposite I/B-M (S-D) Duracrete basic 52,5 N, microsilica, high final strength es C35/45, C100/115, prefabricated high early strength concrete, concreting in cool weather, pre-stressed concrete, in particular for high-performance concretes 1) Only bagged goods

5 s II/A Additional requirements 42,5 N es C8/10 to C35/45, II/A 32,5 N-LH Hydration heat 270 J/g slow strength development, es C8/10 to C30/37, concrete for massive parts, pre-stressed concrete II/A 32,5 N- LH (na) Hydration heat 270 J/g, 50 M.-%, total alkali 1.1 M.-%, low effective alkali (na), slow strength development, es C8/10 to C30/37, concrete from alkali-sensitive rock grains, concrete for massive parts, pre-stressed concrete II/A 42,5 N (na) Granulated slag 49 M.-%, total alkali 0.95 M.-%, Low effective alkali (na), normal hydration heat, es C8/10 to C35/45, concrete from alkali-sensitive rock grains, pre-stressed II/A 42,5 N- LH (na) Granulated slag 49 M.-%, total alkali 0.95 M.-%, low effective alkali (na), slow strength development, es C8/10 to C35/45, concrete from alkali-sensitive rock grains, concrete for massive parts, Pre-stressed concrete according to DIN II/A Approval no.: Z ,5 N-SR Granulated slag 50 M.-% high sulphate resistance (SR),, high final strength concrete goods, prefabricated concrete parts, concrete at sulphate attack by ground water and soil, exposure es XA 2, 3 according to DIN EN table 2/ DIN tab. 1, pre-stressed concrete II/B 42,5 N- LH/SR Hydration heat 270 J/g, 66 M.-% high sulphate resistance (SR),, high final strength Concrete goods, prefabricated concrete parts, concrete at sulphate attack by ground water and soil, exposure es XA 2, 3 according to DIN EN table 2/ DIN tab. 1, pre-stressed concrete

6 The SCHWENK am Main The SCHWENK The SCHWENK The SCHWENK SCHWENK factories produce s and binders environmentally compatibly and at a high quality level in technically sophisticated facilities. Use of secondary fuels and secondary raw materials in raw material processing and additives such as, Puzzolane and in production contributes to reducing carbon dioxide (CO2)-emission. In order to produce our s at a consistently high quality level, we require careful production monitoring. Our factories use state-ofthe-art control technologies with fully automated sampling and analysis and a comprehensive continuous production control. This starts with producing raw materials in the quarry, includes firing operation in the rotary kiln and grinding of the in the mills and ends in shipping inspection of the from the loading silos. Even though the has left our and reached the customer, we feel that we continue to be responsible for its further processing. We consult and support our customers in all application-technical questions regarding production of concrete and its diverse uses. This is the quality awareness based on which we have been producing our s for more than 170 years.

7 Industrial hall, concreted with I/A-M (V-LL) 42,5 N Prefabricated parts, concreted with Fastcrete plus Treatment tank of a sewage treatment facility, made with 32,5 N-SR 3 Building materials of high quality for construction of demanding buildings SCHWENK supplies the right for any area of construction. Skyscrapers, sewage treatment systems, bridge structures, road paving and tunnels, or concrete and artificial stone, prefabricated concrete parts, concrete pipes and shafts. Our building consulting team will gladly help you choose the right and application if you have any technical questions. Bridge, built with Portland I/A-LL-32,5 R

8 Map of the delivery area Kiel SCHWENK Zement KG Hindenburgring 15 I D Ulm Sales offices: Phone: Telefax: Hamburg Schw erin Phone: Telefax: Brem en Hannover M agdeburg Berlin Potsdam Consulting: Our building consulting will inform you on any application-technical questions. Düsseldorf Wiesbaden Mainz Kassel Frankfurt Hale Leipzig Erfurt Bayreuth Dresden Ulm Phone: Telefax: Phone: Telefax: info.bauberatung@schwenk.de Saarbrücken Nürnberg Stuttgart Ulm A lmendingen M ünchen Main administration Hauptverwaltung of der the materials group SCHWENK and seat of the SCHWENK Zement KG Factory site of SCHWENK Zement KG Sales office of SCHWENK Spezialbaustoffe GmbH & Co. KG Delivery area (s) Delivery area (s and special building materials) Delivery area (s and special building materials) Delivery area (s special building materials) As of January 2017 The information in this document is based on current knowledge and experience. Earlier documents are rendered invalid by the publication of this document. Changes in the scope of product and application-technical further developments are reserved. All business relationships shall be subject to our sales and delivery conditions as amended from time to time.