{"id":1435,"date":"2017-03-02T00:32:40","date_gmt":"2017-03-01T23:32:40","guid":{"rendered":"https:\/\/www.bpl24.de\/about-us\/"},"modified":"2022-05-31T21:31:15","modified_gmt":"2022-05-31T19:31:15","slug":"about-us","status":"publish","type":"page","link":"https:\/\/www.bpl24.de\/en\/about-us\/","title":{"rendered":"about us"},"content":{"rendered":"

[vc_row row_height_percent=”0″ override_padding=”yes” h_padding=”2″ top_padding=”4″ bottom_padding=”4″ overlay_alpha=”50″ equal_height=”yes” gutter_size=”1″ shift_y=”0″][vc_column column_width_percent=”100″ gutter_size=”3″ overlay_alpha=”50″ shift_x=”0″ shift_y=”0″ z_index=”0″ medium_width=”0″ width=”1\/2″][vc_single_image media=”825″ media_width_percent=”100″][\/vc_column][vc_column column_width_percent=”100″ gutter_size=”2″ override_padding=”yes” column_padding=”3″ overlay_alpha=”50″ shift_x=”0″ shift_y=”0″ z_index=”0″ medium_width=”0″ width=”1\/2″][vc_column_text text_lead=”yes” css_animation=”right-t-left” animation_speed=”500″ el_class=”tophead”]Ingenieurb\u00fcro M\u00fcller & Lobisch GmbH[\/vc_column_text][vc_custom_heading text_color=”color-203038″ text_transform=”uppercase” separator=”yes” separator_color=”yes” sub_reduced=”yes” css_animation=”right-t-left” animation_speed=”600″]About us and our creation[\/vc_custom_heading][vc_column_text css_animation=”right-t-left” animation_speed=”700″ uncode_shortcode_id=”106409″]The engineering office M\u00fcller & Lobisch GmbH was founded at the end of 2012 by Torsten M\u00fcller and Frank Lobisch.<\/p>\n

Our company sees itself as a contact for builders, general contractors, concrete plants, experts, construction companies, engineering offices and building authorities. As a building material testing laboratory and engineering office, we offer you numerous targeted and economical solutions with regard to the planning, construction and monitoring of steel fiber concrete floor slabs and industrial floors made of concrete, reinforced concrete and with combination reinforcement based on the latest standards and guidelines.[\/vc_column_text][vc_empty_space empty_h=”2″][\/vc_column][\/vc_row][vc_row row_height_percent=”0″ override_padding=”yes” h_padding=”2″ top_padding=”3″ bottom_padding=”3″ overlay_alpha=”50″ gutter_size=”1″ shift_y=”0″][vc_column column_width_percent=”100″ gutter_size=”3″ back_color=”color-lxmt” overlay_alpha=”50″ shift_x=”0″ shift_y=”0″ z_index=”0″ medium_width=”0″ width=”1\/2″][vc_single_image media=”831″ media_width_percent=”100″][vc_tabs][vc_tab title=”Further education” tab_id=”1490219234-1-15″][vc_column_text]2010 \u2013 2011 <\/b>
\nExtended training in concrete technology (theoretical E certificate), Leipzig University of Applied Sciences
\n
\n2009 <\/b>
\nATENA training, Cervenka Consulting Prague<\/p>\n

2008<\/b>
\nATENA Schulung, Cervenka Consulting Prag<\/p>\n

2007 \u2013 2008<\/b>
\nSafety-related training Variant I, trade association for the construction industry, Leipzig University of Applied Sciences[\/vc_column_text][\/vc_tab][vc_tab title=”Publications” tab_id=”1490219234-2-58″][vc_column_text]2013
\n(1)<\/b>Iskhakov, I.; Ribakov, Y.; Holschemacher, K.; Mueller, T.: High performance repairing of reinforced concrete structures. Materials & Design, Volume 44, February 2013, S. 216 \u2013 222.
\n(2) <\/b>Holschemacher, K.; Junker, F.; M\u00fcller, T.: Investigation of Shear Transfer between Vibrated and Self-Consolidating Concrete in Precast Reinforced Concrete Constructions. Fifth North American Conference on the Design and Use of Self-Consolidating Concrete, Chicago, USA, 2013.
\n(3) <\/b>Holschemacher, K.; Junker, F.; M\u00fcller, T.: Investigation of Shear Transfer between Vibrated and Self-Consolidating Concrete in Precast Reinforced Concrete Constructions. 11th International Conference “Modern Building Materials, Structures and Techniques”, Vilnius, Lithuania, 2013.
\n(4) <\/b>Kieslich, H.; K\u00e4seberg, S.; Holschemacher, K.; M\u00fcller, T.: Bauteile und Tragwerke aus Leichtbeton nach Eurocode 2. In: Holschemacher, K. (Hrsg.): Betonbauteile nach Eurocode 2; Hintergr\u00fcnde, Auslegungen, Praxisbeispiele; Beitr\u00e4ge aus Praxis und Wissenschaft. Bauwerk Beuth Verlag, Berlin, 2013, S. 147 \u2013 166.
\n(5) <\/b>M\u00fcller, T.; Kieslich, H.; Holschemacher, K.: ASSESSMENT OF FLEXURAL BEHAVIOUR OF HIGH-STRENGTH CONCRETE REINFORCED WITH REBARS AND STEEL FIBRES. UHPFRC 2013 2nd International Symposium on Ultra-High Performance Fibre-Reinforced Concrete, Marseille, 2013.
\n(6) <\/b>M\u00fcller, T.; Holschemacher, K.; Lobisch, F.: Bemessungshilfsmittel f\u00fcr Stahlbetonbauteile nach Eurocode 2. In: Holschemacher, K. (Hrsg.): Betonbauteile nach Eurocode 2; Hintergr\u00fcnde, Auslegungen, Praxisbeispiele; Beitr\u00e4ge aus Praxis und Wissenschaft. Bauwerk Beuth Verlag, Berlin, 2013, S. 53 \u2013 74.<\/p>\n

2012
\n(7)<\/b>Holschemacher, K.; Iskhakov, I.; Ribakov, Y.; Mueller, T.: Laboratory Tests of Two-Layer Beams Consisting of Normal and Fibered High Strength Concrete: Ductility and Technological Aspects. Mechanics of Advanced Materials and Structures 2012, 19:7, S. 513 \u2013 522.
\n(8) <\/b>Holschemacher, K.; M\u00fcller, T.; Lobisch, F.: Bemessungshilfsmittel f\u00fcr Betonbauteile nach Eurocode 2. Ernst & Sohn, Verlag f\u00fcr Architektur und technische Wissenschaften, Berlin, 2012.
\nwww.ernst-und-sohn.de<\/a>
\n(9) <\/b>Holschemacher, K.; M\u00fcller, T.; Lobisch, F.: Aids for Design of Reinforced Concrete Structures according to Eurocode 2. Third International Workshop, \u00d6sterreich, Wien, 2012.
\n(10) <\/b>Iskhakov, I.; Ribakov, Y.; Holschemacher, K.; Mueller, T.: Testing Full Scale High Performance Concrete Two Layer Beams. TWELFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN CONCRETE TECHNOLOGY AND SUSTAINABILITY ISSUES, Prague, Czech, 2012.<\/p>\n

2011
\n(11)<\/b>Holschemacher, K.; Kaklauskas, G.; M\u00fcller, T.; Gribnial, V.; Bacinskas, D.: Experimental and numerical investigation of concrete beams reinforced with steel fibres. Proceedings of the fib Symposium \u201eConcrete engineering for excellence and efficiency\u201c, Prague, Czech, 2011, S. 531 \u2013 534.
\n(12) <\/b>Holschemacher, K.; Kieslich, H.; M\u00fcller, T.: Considerations regarding the concrete in timber-concrete composite constructions. Proceedings of the 1st Middle East Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures (SMAR 2011), Dubai, United Arab Emirates, 2011, S. 132.
\n(13) <\/b>Holschemacher, K.; M\u00fcller, T.; Kieslich, H.: Comparison of bending behavior of different high performance fibre reinforced concretes. 9TH SYMPOSIUM ON HIGH PERFORMANCE CONCRETE: DESIGN, VERIFICATION & UTILIZATION. Rotorua, New Zealand, 2011.
\n(14) <\/b>Holschemacher, K.; M\u00fcller, T.; Lobisch, F.: Interaction charts based on gross and net section. Design of concrete structures and bridges using Eurocodes, Bratislava, 2011.
\n(15)<\/b> M\u00fcller, T.; Holschemacher, K.: Model for determination of average number of fibers in a failed surface of steel fiber reinforced concrete beams. 9TH SYMPOSIUM ON HIGH PERFORMANCE CONCRETE: DESIGN, VERIFICATION & UTILIZATION. Rotorua, New Zealand, 2011.
\n(16) <\/b>M\u00fcller, T.; Holschemacher, K.. Berechnungsbeispiele zur Bemessung von Stahlfaserbeton nach DAfStb-Richtlinie. In: Holschemacher, K. (Hrsg.): Neue Normen und Werkstoffe im Betonbau. Bauwerk Verlag, Berlin, 2011, S. 125 \u2013 145.<\/p>\n

2010
\n(17)<\/b>Holschemacher, K.; K\u00e4seberg, S.; M\u00fcller, T.; Kieslich, H.; Klug, Y.; Thiele, E.: Sensor-based CFRP-monitoring and strengthening of concrete members. Proceedings of the 13th International Congress on Polymers in Concrete (ICPIC 2010), Funchal, Portugal, 2010, S. 737 \u2013 743.
\n(18) <\/b>Holschemacher, K.; Kieslich, H.; K\u00e4seberg, S.; M\u00fcller, T.: Sanierung und Verst\u00e4rkung von Holzbalkendecken mit der Holz-Beton-Verbund-Bauweise. In: Venzmer, H. (Hrsg.): Europ\u00e4ischer Sanierungskalender 2010, Beuth Verlag, Berlin, 2010, S. 313 \u2013 328.
\n(19) <\/b>Holschemacher, K.; M\u00fcller, T.; Lobisch, F.: Charts and aids for design of reinforced concrete structures in Germany. Proceedings of the First International Workshop on Design of Concrete Structures Using EN 1992-1-1, Prague, Czech, 2010, S. 191 \u2013 204.
\n(20) <\/b>Holschemacher, K.; M\u00fcller, T.; Ribakov, Y.: Effect of steel fibres on mechanical properties of high-strength concrete. Materials and Design 31 (2010), H. 5, S. 2604 \u2013 2615.
\n(21) <\/b>Holschemacher, K.; M\u00fcller, T.; Ribakov, Y.: High strength concrete with different fiber and bar reinforcement. XVIth International Conference on Mechanics of Composite Materials, Riga, Latvia, 2010, S. 80.<\/p>\n

2009
\n(22)<\/b>Holschemacher, K.; Kieslich, H.; K\u00e4seberg, S.; M\u00fcller, T.: Sanierung und Verst\u00e4rkung von Holzbalkendecken mit der Holz-Beton-Verbund-Bauweise. In: Venzmer (Hrsg.) Europ\u00e4ischer Sanierungskalender 2010, Beuth Verlag, Berlin, 2010, S. 313 – 328.
\n(23) <\/b>Holschemacher, K.; M\u00fcller, T.: Influence of fibre type and content on properties of steel bar reinforced high-strength steel fibre reinforced concrete. Proceedings of the International Conference on Advanced Concrete Materials, Stellenbosch, South Africa, 2009, S. 107 \u2013 115.
\n(24) <\/b>K\u00e4seberg, S.; M\u00fcller, T.; Kieslich, H.; Holschemacher, K.: Consideration of the sustainability of fibre reinforced concrete with steel and polymer fibres. Proceedings of the 5th International Conference \u201cFibre Concrete 2009\u201d, Prague, 2009, S. 119 \u2013 126.
\n(25) <\/b>K\u00e4seberg, S.; M\u00fcller, T.; Kieslich, H.; Holschemacher, K.: Faser-Bragg-Gitter-Sensoren: Einsatzm\u00f6glichkeiten im Betonbau. In: Holschemacher, K. (Hrsg.): Betonbau im Wandel; Neue Aspekte zur Bemessung, Konstruktion und Bauausf\u00fchrung. Bauwerk Verlag, Berlin, 2009, S. 233-256.
\n(26) <\/b>Kieslich, H.; Klug, Y.; M\u00fcller, T.; K\u00e4seberg, S.; Holschemacher, K.: Steel fibre reinforced lightweight concrete used for timber-concrete composite floors. Proceedings of the 5th International Conference \u201cFibre Concrete 2009\u201d, Prague, 2009, S. 139 \u2013 147.
\n(27) <\/b>M\u00fcller, T.; Holschemacher, K.: Influence of fibre content and concrete composition on properties of self-compacting steel fibre reinforced concrete. Proceedings of the International Conference on Advanced Concrete Materials, Stellenbosch, South Africa, 2009, S. 117 \u2013 125.
\n(28)<\/b> M\u00fcller, T.; Holschemacher, K.: Self-Compacting Steel Fibre Reinforced Concrete \u2013 A Study about the Influence of Fibre Concrete and Concrete Composition. Proceedings of the Second International Symposium on Design, Performance and Use of Self-Consolidating Concrete, Beijing, China, 2009, S. 152 \u2013 161.
\n(29) <\/b>M\u00fcller, T.; Kieslich, H.; K\u00e4seberg, S.; Holschemacher, K.: A study about the influence of fibre type and content on properties of steel bar reinforced high-strength steel fibre reinforced concrete. Proceedings of the 5th International Conference \u201cFibre Concrete 2009\u201d, Prague, 2009, S. 197 \u2013 204.
\n(30) <\/b>M\u00fcller, T.; Kieslich, H.; K\u00e4seberg S.; Holschemacher, K.: Untersuchungen zur Effizienz von hochfestem stahlfaserbewehrtem Stahlbeton. In: Holschemacher, K. (Hrsg.): Betonbau im Wandel. Bauwerk Verlag Berlin, 2009, S. 153 \u2013 192.<\/p>\n

2008
\n(31)<\/b>Holschemacher, K.; M\u00fcller, T.: Influence of Fibre Type and Content on Properties of Steel Bar Reinforced High-Strength Steel Fibre Reinforced Concrete. Proceedings of 8th International Symposium of High-Strength and High-Performance Concrete, Tokyo, 2008, S. 689 \u2013 696.
\n(32) <\/b>M\u00fcller, T.; Holschemacher, K.: Influence of Fibre Content and Concrete Composition on Properties of Self Compacting Steel Fibre reinforced Concrete. Proceedings of 8th International Symposium of High-Strength and High-Performance Concrete, Tokyo, 2008, S. 681 \u2013 688.<\/p>\n

2007
\n(33)<\/b>Holschemacher, K.; M\u00fcller, T.: Influence of fibre type and concrete composition on properties of steel fibre reinforced concrete. Proceedings of the International Conference on Advances in Cement Based Materials and Applications in Civil Infrastructure, Lahore, Pakistan, 2007, S. 633 \u2013 642.
\n(34) <\/b>Holschemacher, K.; M\u00fcller, T.: Influence of fibre type on hardened properties of steel fibre reinforced concrete. Proceedings of the 9th International Conference “Modern Building Materials, Structures and Techniques”, Vilnius, Lithuania, 2007, S. 60 – 65.<\/p>\n

2006
\n(35)<\/b>Holschemacher, K.; Dehn, F.; M\u00fcller, T.: Faserverbundwerkstoffe im Bauwesen \u2013 ein \u00dcberblick. BetonWerk International, H. 1, 2006, S. 46 – 55.
\n(36) <\/b>Holschemacher, K.; M\u00fcller, T.: Effects of different fibre types on properties of steel fibre reinforced concrete. V Conferencia Latinoamericana y del Caribe de Ferrocemento, La Habana\/Cuba, 2006.
\n(37) <\/b>Holschemacher, K.; M\u00fcller, T.; Fischer, A.: Effect of fibre type on properties of steel fibre reinforced concrete. Proceedings of The Tenth East Asia-Pacific Conference on Structural Engineering & Construction, Bangkok\/Thailand 2006, S. 383 \u2013 388.<\/p>\n

2005
\n(38)<\/b>Holschemacher, K.; Dehn, F.; M\u00fcller, T.: Faserverbundwerkstoffe im Bauwesen \u2013 ein \u00dcberblick. In: Dehn, F.; Holschemacher, K.; Tue, N.V.: (Hrsg.): Innovationen im Bauwesen: Faserverbundwerkstoffe, S. 1 – 17. Bauwerk Verlag Berlin, 2005.[\/vc_column_text][\/vc_tab][\/vc_tabs][\/vc_column][vc_column column_width_percent=”100″ gutter_size=”2″ override_padding=”yes” column_padding=”2″ overlay_alpha=”50″ shift_x=”0″ shift_y=”0″ z_index=”0″ medium_width=”0″ width=”1\/2″][vc_column_text text_lead=”yes” css_animation=”right-t-left” animation_speed=”500″ el_class=”tophead”]managing Director[\/vc_column_text][vc_custom_heading text_color=”color-203038″ text_transform=”uppercase” separator=”yes” separator_color=”yes” sub_reduced=”yes” css_animation=”right-t-left” animation_speed=”600″]Dr.-Ing. Torsten M\u00fcller[\/vc_custom_heading][vc_column_text css_animation=”right-t-left” animation_speed=”700″ uncode_shortcode_id=”523960″]October 2014
\n<\/b> PhD defense at the University of Leipzig<\/b><\/p>\n

since 2012
\nManaging director of the engineering office M\u00fcller & Lobisch GmbH<\/p>\n

August 2005 – December 2013<\/b>
\nDoctoral student and research associate at the Institute for Concrete Construction at the Leipzig University of Applied Sciences, topic of the doctoral thesis: “Investigations on the flexural behavior of steel fiber reinforced concrete and reinforced steel fiber reinforced concrete, taking into account the influence of steel fiber type and concrete composition”<\/p>\n

August 2005<\/b>
\nMaster of Science \/ Master thesis: “Steel fiber concrete according to fiber concrete classes – Influence of fiber content and fiber geometry on the equivalent flexural strength”<\/p>\n

2004 \u2013 2005<\/b>
\nMaster’s degree in civil engineering at the Leipzig University of Applied Sciences, specialization in structural engineering<\/p>\n

March 2004<\/b>
\nGraduate engineer (FH) \/ diploma thesis: “Design aids for reinforced concrete components according to DIN 1045-1”<\/p>\n

1999-2004<\/b>
\nStudied civil engineering at the Leipzig University of Applied Sciences, specializing in structural engineering[\/vc_column_text][vc_empty_space empty_h=”2″][\/vc_column][\/vc_row][vc_row row_height_percent=”0″ override_padding=”yes” h_padding=”2″ top_padding=”3″ bottom_padding=”3″ overlay_alpha=”50″ equal_height=”yes” gutter_size=”1″ shift_y=”0″][vc_column column_width_percent=”100″ gutter_size=”3″ back_color=”color-lxmt” overlay_alpha=”50″ shift_x=”0″ shift_y=”0″ z_index=”0″ medium_width=”0″ width=”1\/2″][vc_single_image media=”826″ media_width_percent=”100″][vc_tabs][vc_tab title=”further education” tab_id=”1490217848-1-74″][vc_column_text]2014<\/b>
\nAdvanced course for e-licence holders<\/p>\n

2008<\/b>
\nExtended training in concrete technology (E certificate), inter-company training center in Dresden<\/p>\n

2006 \u2013 2007<\/b>
\nSafety-related training Variant I, trade association for the construction industry, Leipzig University of Applied Sciences[\/vc_column_text][\/vc_tab][vc_tab title=”Publications” tab_id=”1490217848-2-59″][vc_column_text]2013
\n(1)<\/b>M\u00fcller, T.; Holschemacher, K.; Lobisch, F.: Bemessungshilfsmittel f\u00fcr Stahlbetonbauteile nach Eurocode 2. In: Holschemacher, K. (Hrsg.): Betonbauteile nach Eurocode 2; Hintergr\u00fcnde, Auslegungen, Praxisbeispiele; Beitr\u00e4ge aus Praxis und Wissenschaft. Bauwerk Beuth Verlag, Berlin, 2013, S. 53 \u2013 74.<\/p>\n

2012
\n(2)<\/b>Holschemacher, K.; M\u00fcller, T.; Lobisch, F.: Bemessungshilfsmittel f\u00fcr Betonbauteile nach Eurocode 2. Ernst & Sohn, Verlag f\u00fcr Architektur und technische Wissenschaften, Berlin, 2012.
\nwww.ernst-und-sohn.de<\/a><\/p>\n

(3) <\/b>Holschemacher, K.; M\u00fcller, T.; Lobisch, F.: Aids for Design of Reinforced Concrete Structures according to Eurocode 2. Third International Workshop, \u00d6sterreich, Wien, 2012.<\/p>\n

2011
\n(4)<\/b>Holschemacher, K.; M\u00fcller, T.; Lobisch, F.: Interaction charts based on gross and net section. Design of concrete structures and bridges using Eurocodes, Bratislava, 2011.<\/p>\n

2010
\n(5)<\/b>Holschemacher, K.; M\u00fcller, T.; Lobisch, F.: Charts and aids for design of reinforced concrete structures in Germany. Proceedings of the First International Workshop on Design of Concrete Structures Using EN 1992-1-1, Prague, Czech, 2010, S. 191 \u2013 204.[\/vc_column_text][\/vc_tab][\/vc_tabs][\/vc_column][vc_column column_width_percent=”100″ gutter_size=”2″ override_padding=”yes” column_padding=”2″ overlay_alpha=”50″ shift_x=”0″ shift_y=”0″ z_index=”0″ medium_width=”0″ width=”1\/2″][vc_column_text text_lead=”yes” css_animation=”right-t-left” animation_speed=”500″ el_class=”tophead”]managing Director[\/vc_column_text][vc_custom_heading text_color=”color-203038″ text_transform=”uppercase” separator=”yes” separator_color=”yes” sub_reduced=”yes” css_animation=”right-t-left” animation_speed=”600″]M.Sc. Dipl.-Ing. Frank Lobisch[\/vc_custom_heading][vc_column_text css_animation=”right-t-left” animation_speed=”700″ uncode_shortcode_id=”187302″]May 2013<\/b>
\nManaging director of the engineering office M\u00fcller & Lobisch GmbH<\/p>\n

2008\u20132013<\/b>
\nEmployees at Ingenieur-Software Dlubal GmbH, development and final inspection of the main programs RSTAB\/RFEM, the reinforced concrete design modules and the glass construction software, looking after customers and interested parties with support requests, product presentations and training courses<\/p>\n

August 2008<\/b>
\nMaster of Science master thesis: “Development of interaction diagrams for reinforced concrete components according to DIN 1045-1 and Eurocode 2 for biaxial bending with longitudinal force”<\/p>\n

2007 \u2013 2008<\/b>
\nMaster’s degree in civil engineering at the Leipzig University of Applied Sciences, specialization in structural engineering<\/p>\n

M\u00e4rz 2007<\/b>
\nDiplom-Ingenieur (FH) diploma thesis: “Steel fiber concrete according to fiber concrete classes investigation of the equivalent flexural strength”<\/p>\n

2002 \u20132007<\/b>
\nStudied civil engineering at the Leipzig University of Applied Sciences, specializing in structural engineering<\/p>\n

1997 \u20132000<\/b>
\nTraining as a concrete and reinforced concrete worker with a technical college entrance qualification (dual training)[\/vc_column_text][vc_empty_space empty_h=”2″][\/vc_column][\/vc_row][vc_row row_height_percent=”0″ override_padding=”yes” h_padding=”2″ top_padding=”3″ bottom_padding=”3″ overlay_alpha=”50″ gutter_size=”1″ shift_y=”0″ desktop_visibility=”yes” medium_visibility=”yes” mobile_visibility=”yes”][vc_column column_width_percent=”100″ gutter_size=”2″ override_padding=”yes” column_padding=”2″ overlay_alpha=”50″ shift_x=”0″ shift_y=”0″ z_index=”0″ medium_width=”0″ width=”1\/2″][vc_column_text text_lead=”yes” css_animation=”right-t-left” animation_speed=”500″ el_class=”tophead”]employees[\/vc_column_text][vc_custom_heading text_color=”color-203038″ text_transform=”uppercase” separator=”yes” separator_color=”yes” sub_reduced=”yes” css_animation=”right-t-left” animation_speed=”600″]Hubertus Kieslich[\/vc_custom_heading][vc_column_text css_animation=”right-t-left” animation_speed=”700″]07. \u2013 12.2008<\/strong>
\nResearch assistant in the steel and prestressed concrete construction department at the HTWK Leipzig for the research project \u201chighSTICK\u201d (\u201csensor-based textile reinforcement\u201d)<\/p>\n

01.2009 \u2013 10.2010<\/strong>
\nwissenschaftlicher Mitarbeiter am Institut f\u00fcr Betonbau der HTWK Leipzig, Projekt: \u201eEntwicklung von vorgefertigten Deckenelementen in Holz-Beton-Verbund\u201c<\/p>\n

11.2010 \u2013 12.2010<\/strong>
\nwissenschaftlicher Mitarbeiter am Institut f\u00fcr Betonbau der HTWK Leipzig, Projekt: \u201eOptimierung des Einsatzes von Hochleistungsbaustoffen in der Elementbauweise\u201c<\/p>\n

08.2009 \u2013 09.2011:<\/strong>
\nwissenschaftlicher Mitarbeiter am Institut f\u00fcr Betonbau der HTWK Leipzig, Projekt: \u201eEntwicklung und Optimierung PVA-faserbewehrter Trocken-Fertigleichtbetone f\u00fcr die Anwendung im konstruktiven Bereich des Bauwesens\u201c<\/p>\n

04.2011 \u2013 09.2011<\/strong>
\nPraktikumsmitarbeiter f\u00fcr Stahl- und Spannbetonbau am Institut f\u00fcr Betonbau der HTWK Leipzig<\/p>\n

Seit 10.2011<\/strong>
\nPromotionsstudent im kooperativen Promotionsverfahren zwischen der HTWK Leipzig und der TU Dresden (Stipendium des Europ\u00e4ischen Sozialfonds, vergeben durch die S\u00e4chsische Aufbaubank, vom 01.10.2011 bis 31.07.2013), Thema des Promotionsvorhabens: Zum Quertragverhalten von Holz-Beton-Verbunddecken<\/p>\n

08.2013 \u2013 07.2015<\/strong>
\nwissenschaftlicher Mitarbeiter am Institut f\u00fcr Betonbau der HTWK Leipzig, Projekt: \u201eSmarBaTEX – Smart Basalt Fiber Reinforced Concrete Solutions (M\u00f6glichkeiten und Grenzen von textilen Basaltbewehrungen als moderne Bewehrungselemente)\u201c<\/p>\n

Seit 08.2015 <\/strong>
\nwissenschaftlicher Mitarbeiter am Institut f\u00fcr Betonbau der HTWK Leipzig, Projekt: \u201eToLiCo-Walls (M\u00f6glichkeiten und Grenzen von stahlfaserbewehrten Leichtbeton als innovativer Baustoff)\u201c<\/p>\n

10.2015 – 11.2015 <\/strong>
\nwissenschaftlicher Mitarbeiter am Institut f\u00fcr Betonbau der HTWK Leipzig, Projekt: \u201eFilTex (M\u00f6glichkeiten und Grenzen von Textilbeton als innovativer Baustoff f\u00fcr Pumpens\u00fcmpfe)\u201c<\/p>\n

Seit 12.2015<\/strong>
\nMitarbeiter im Baustoffpr\u00fcflabor M\u00fcller & Lobisch GmbH[\/vc_column_text][vc_empty_space empty_h=”2″][\/vc_column][vc_column column_width_percent=”100″ gutter_size=”3″ back_color=”color-lxmt” overlay_alpha=”50″ shift_x=”0″ shift_y=”0″ z_index=”0″ medium_width=”0″ width=”1\/2″][vc_single_image media=”424″ media_width_percent=”100″][vc_tabs][vc_tab title=”Further education” tab_id=”1491739322-1-92″][vc_column_text]Betoningenieur \u2013 Erweiterte Betontechnologische Kenntnisse (E-Schein)<\/p>\n

Lectures at the HTWK Leipzig in the subject special design problems in reinforced concrete construction on the topics
\n– Geb\u00e4udestabilit\u00e4t \/ R\u00e4umliche Stabilit\u00e4t
\n– Stabwerkmodelle
\n– Teilfl\u00e4chenbelastung
\n– ATENA<\/p>\n

Vorlesungen an der HTWK Leipzig im Fach Ausgew\u00e4hlte Kapitel Bausanierung zum Thema
\n– Holz-Beton-Verbund<\/p>\n

Vorlesung an der Bauhaus Weiterbildungsakademie Weimar e.V. (wba) im Weiterbildenden Studiengang Sanierung und Rekonstruktion von Bauwerken zum Thema: Konstruktive Instandsetzung und Ert\u00fcchtigung von Holzkonstruktionen und Holzverbundkonstruktionen<\/p>\n

Publikationen inkl. Vortr\u00e4ge in deutscher und englischer Sprache (vgl. Liste der Ver\u00f6ffentlichungen)<\/p>\n

Organisation von Tagungen am Institut f\u00fcr Betonbau der HTWK Leipzig wie beispielsweis in der Tagungsreihen Betonbauteile oder dem j\u00e4hrlich stattfinden Holzbauforum, besonders:
\n– 2009: 8. Tagung Betonbauteile – Betonbau im Wandel
\n– 2011: 9. Tagung Betonbauteile – Neue Normen und Werkstoffe im Betonbau
\n– 2013: 10. Tagung Betonbauteile – Betonbauteile nach EC2 \u2013 Hintergr\u00fcnde, Auslegungen, Praxisbeispiele<\/p>\n

Verfassen von Forschungsantr\u00e4gen und Forschungsberichten[\/vc_column_text][\/vc_tab][vc_tab title=”Publications” tab_id=”1491739322-2-8″][vc_column_text]2016<\/strong><\/p>\n