[fusion_builder_container hundred_percent="no" equal_height_columns="no" menu_anchor="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="center center" background_repeat="no-repeat" fade="no" background_parallax="none" enable_mobile="no" parallax_speed="0.3" video_mp4="" video_webm="" video_ogv="" video_url="" video_aspect_ratio="16:9" video_loop="yes" video_mute="yes" video_preview_image="" border_size="" border_color="" border_style="solid" margin_top="" margin_bottom="" padding_top="" padding_right="" padding_bottom="" padding_left=""][fusion_builder_row][fusion_builder_column type="1_1" layout="1_1" spacing="" center_content="no" hover_type="none" link="" min_height="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="left top" background_repeat="no-repeat" border_size="0" border_color="" border_style="solid" border_position="all" padding_top="" padding_right="" padding_bottom="" padding_left="" dimension_margin="" animation_type="" animation_direction="left" animation_speed="0.3" animation_offset="" last="no"][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="chembau-print-header" size="1" content_align="left" style_type="none" sep_color=""] A13 Verstärkung Lueg Brücke [/fusion_title][/fusion_builder_column][fusion_builder_column type="1_2" layout="1_2" spacing="" center_content="no" hover_type="none" link="" min_height="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="left top" background_repeat="no-repeat" border_size="0" border_color="" border_style="solid" border_position="all" padding_top="" padding_right="" padding_bottom="" padding_left="" dimension_margin="" animation_type="" animation_direction="left" animation_speed="0.3" animation_offset="" last="no"][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="chembau-print-title-1" size="2" content_align="left" style_type="none" sep_color=""] Auftraggeber [/fusion_title][fusion_text] ASFiNAG - Autobahn- und Schnellstraßen Finanzierungs AG [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="chembau-print-title-2" size="2" content_align="left" style_type="none" sep_color=""] Ort des Projektes [/fusion_title][fusion_text] A13 Brennerautobahn, km 33,1 bis km 33,1 [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="chembau-print-title-3" size="2" content_align="left" style_type="none" sep_color=""] Baulosbeschreibung [/fusion_title][fusion_text] Statische Ertüchtigung via externer Vorspannung, Lagertausch, Tragwerk anheben und absenken, Stahlbau, Betonierarbeiten [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="chembau-print-title-4" size="2" content_align="left" style_type="none" sep_color=""] Umfang der Arbeiten [/fusion_title][fusion_text] Externe Spannglieder 87t, Stabspannglieder 17t, Betonstahl 42t, Beton 165m², Schalung 400m², Stahlbau fix verbaut 22t, Kernbohrungen 510m, Brückenentwässerung 125m, Erdbauarbeiten 215m², Hangsicherung 710m² [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="chembau-print-title-5" size="2" content_align="left" style_type="none" sep_color=""] Ausführungszeitraum [/fusion_title][fusion_text] September 2014 - Dezember 2016 [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="chembau-print-title-6" size="2" content_align="left" style_type="none" sep_color=""] Partnerfirmen [/fusion_title][fusion_text] Weico GmbH, Ing. Berger & Brunner Bauges.m.b.H., Gregorbau GmbH, VBT Systems, Sodian Industriereinigung GmbH, Raffl Bauservice GmbH, Wieser Verkehrssicherheit GmbH [/fusion_text][/fusion_builder_column][fusion_builder_column type="1_2" layout="1_2" spacing="" center_content="no" hover_type="none" link="" min_height="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="left top" background_repeat="no-repeat" border_size="0" border_color="" border_style="solid" border_position="all" padding_top="" padding_right="" padding_bottom="" padding_left="" dimension_margin="" animation_type="" animation_direction="left" animation_speed="0.3" animation_offset="" last="no"][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="chembau-print-title-7" size="2" content_align="left" style_type="none" sep_color=""] Art der Arbeiten [/fusion_title][fusion_text] Untergrundvorbereitung mittels Hochdruckstrahlen via Handlanze, Betonierarbeiten im Hohlkasteninneren (Verankerungsblöcke+ Feldverstärkungen), Einbau von 19t Stahlbau im Hohlkasteninneren, Herstellen von DN200 und DN50 Kernbohrungen im Hohlkasten, Verguss Umlenksättel externe Vorspannung, Einbau+ Spannen Stabspannglieder+ externe Vorspannung, Anheben des Rahmen IV im Bereich der Übergänge zum Rahmen V und III um 15mm via einer auf der Fahrbahn positionierten Stahlträgerkonstruktion, Austausch von 4STK Brückenlagern, Verbau eines neuen Ölabscheiders, Hangstabilisierung via Stahldrahtnetzen und Ankern, Verkehrsführung von kürzer und längerer Dauer. [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="chembau-print-title-8" size="2" content_align="left" style_type="none" sep_color=""] Technische Beschreibung [/fusion_title][fusion_text] Im Zuge der Ertüchtigung der Luegbrücke wurde der Rahmen I-III, sowie der Rahmen V mit externen Spanngliedern des Fabrikats VBT systems auf eine Länge von ca. 1400m dauerhaft vorgespannt. Mit Hilfe besagter Maßnahme werden die Durchbiegungen dauerhaft reduziert und eine Rissbildung des Bestandsbetons verhindert. Der Großteil der Arbeiten wurde im Hohlkasteninneren durchgeführt (dreizelliger Hohlkastenquerschnitt). Sämtliche Arbeiten konnten ohne größere Verkehrseinschränkungen (überwiegend via Tagesbaustellen) erbracht werden. Eine besondere Herausforderung stellte die enorme Brückenlänge, sowie die schwierige ZUgänglichkeit dar. Zur Verankerung der externen Spannglieder wurden Verankerungsblöcke (Bewehrungsgrad ca. 300kg/m³) betoniert. Innerhalb der einzelnen Felder erfolgte die Umlenkung via massiver Stahlkonsolen. Im Zuge des von der Chembau GmbH ausgearbeiteten Value engenieerings konnte der gesamte Lagertausch von oben aus vollzogen werden. Dazu wurden 2 massive 8t Stahlträger (statisches System Einfeldträger mit Kragarm) am Rahmen V bzw. III niedergespannt. Via 4STK 240t Hubpressen, welche am Kragarm platziert wurden wurde der Rahmen V angehoben+ abgesenkt. Die 4 STK auszutauschenden Brückenlager (Gewicht jeweils ca. 300kg) wurden in 2 Nachtschichten (Dauer jeweils 11h) komplett getauscht. Zusätzlich wurde ein neuer Überkopfwegweiser, sowie ein Ölabscheider am WDL IBK errichtet, sowie der instabile Hang im Bereich des WDL IBK via Stahldrahtnetzen und eingebohrten Ankern gesichert. [/fusion_text][fusion_separator style_type="none" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" sep_color="" top_margin="" bottom_margin="25px" border_size="" icon="" icon_circle="" icon_circle_color="" width="" alignment="center" /][fusion_images picture_size="fixed" hover_type="zoomout" autoplay="no" columns="5" column_spacing="13" scroll_items="1" show_nav="yes" mouse_scroll="no" border="no" lightbox="yes" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id=""][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/IMG_5131-768x1024.jpg" image_id="1067" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/CIMG2379-768x1024.jpg" image_id="" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/IMG_6743-768x1024.jpg" image_id="1068" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20141107_102349-768x1024.jpg" image_id="1069" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20141119_110242-1024x768.jpg" image_id="1070" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20141120_164351-1024x768.jpg" image_id="1071" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20141120_164401-1024x768.jpg" image_id="1072" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20141201_134901-1024x768.jpg" image_id="1073" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20150212_145955-1024x768.jpg" image_id="1074" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20150419_184017-1024x768.jpg" image_id="1075" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20150419_184059-1024x768.jpg" image_id="1076" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20150505_171817-1024x768.jpg" image_id="1057" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20150601_143531-1024x768.jpg" image_id="1058" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20150618_144715-1024x768.jpg" image_id="1059" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/20151007_115250-1024x768.jpg" image_id="1060" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/CIMG1937-1024x768.jpg" image_id="1062" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/CIMG2459-1024x768.jpg" image_id="1064" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2018/01/DSCF2828-1024x768.jpg" image_id="1065" link="" linktarget="_self" alt="" /][/fusion_images][/fusion_builder_column][/fusion_builder_row][/fusion_builder_container]

[fusion_builder_container hundred_percent="no" equal_height_columns="no" menu_anchor="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="center center" background_repeat="no-repeat" fade="no" background_parallax="none" enable_mobile="no" parallax_speed="0.3" video_mp4="" video_webm="" video_ogv="" video_url="" video_aspect_ratio="16:9" video_loop="yes" video_mute="yes" video_preview_image="" border_size="" border_color="" border_style="solid" margin_top="" margin_bottom="" padding_top="" padding_right="" padding_bottom="" padding_left=""][fusion_builder_row][fusion_builder_column type="1_1" layout="1_1" spacing="" center_content="no" hover_type="none" link="" min_height="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="left top" background_repeat="no-repeat" border_size="0" border_color="" border_style="solid" border_position="all" padding="" dimension_margin="" animation_type="" animation_direction="left" animation_speed="0.3" animation_offset="" last="no"][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="1" content_align="left" style_type="none" sep_color=""] Sanierung Sinichbach-Brücke Hafling [/fusion_title][/fusion_builder_column][fusion_builder_column type="1_2" layout="1_2" spacing="" center_content="no" hover_type="none" link="" min_height="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="left top" background_repeat="no-repeat" border_size="0" border_color="" border_style="solid" border_position="all" padding="" dimension_margin="" animation_type="" animation_direction="left" animation_speed="0.3" animation_offset="" last="no"][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""]Auftraggeber[/fusion_title][fusion_text] Autonomo Provinz Bozen (I) [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""] Arbeiten [/fusion_title][fusion_text] Brückeninstandsetzung zur Erhöhung der Brückenklasse [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""] technische Projektdaten [/fusion_title][fusion_text] Gesamtlänge: 152 m Gesamtbreite: 10,75 m (ca. 2,5 m Verbreiterung gegenüber Bestand) Lichte Spannweite: 125 m [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""] Ausführungszeitraum [/fusion_title][fusion_text] März 2007 - März 2008 [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""] ARGE-Partner [/fusion_title][fusion_text] Bilfinger Berger Instandsetzung GmbH, ZN Italien (I) Raffl Stahlbau GmbH (A) [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""] Planungspartner [/fusion_title][fusion_text] Baumann + Obholzer Ziviltechniker GmbH , Innsbruck (A) Ingenieurbüro Neulichedl + Partner , Meran (I) Studio tecnico di Carlini Ing. Michele e Ing. Giovanni, Bozen (I) [/fusion_text][/fusion_builder_column][fusion_builder_column type="1_2" layout="1_2" spacing="" center_content="no" hover_type="none" link="" min_height="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="left top" background_repeat="no-repeat" border_size="0" border_color="" border_style="solid" border_position="all" padding="" dimension_margin="" animation_type="" animation_direction="left" animation_speed="0.3" animation_offset="" last="no"][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""] Wesentliche Arbeiten und Bauphasen [/fusion_title][fusion_text] Phase I - Vorbereitung des Bestandtragwerks für Tragwerkshebung: Herstellen des Verankerungsbalken im Widerlager und Rückspannungen zum Auflagerschott, Verstärkung der Bodenplatte, Widerlagersanierung, Herstellen der V-förmigen Abstützungen für Unterspannung, Einziehen der externen Vorspannkabel, Einbau der Pressen im Scheitelgelenk. Phase II - Tragwerkshebung: Schrittweises Anspannen der Unterspannung und gleichzeitigem Auseinanderpressen des Scheitelgelenkes mit 4x500 t Presskraft, 1,2 MN Spannkabelkräfte und 70 cm Tragwerkshebung im Scheitel. Phase III - Lagerwechsel und Tragwerksverbreiterung: Das Ausrichten und die Positionierung der Horizontal- und Vertikallager, die Verankerung derselben durch Ausbetonieren mit selbstverdichtendem Vergussmögrtel. Danach die Ausführung der Brückeverbreiterung durch Erweterung der beidseiten Kragame um 1,50 m. Phase IV - Betonsanierungsarbeiten für Ober- und Unterbau, Einbau Brückenausrüstung, sonstige Arbeiten: HDW Abtrag für Hohlkasten Außen und Innen sowie Fahrbahnplatte, Spritzbetonreprofilierung ca. 3.000 m², Schutzanstrich des gesamten Unterbaus ca. 2.500 m², Einbau der neuen Abdichtung auf Harzbasis sowie Brückenentwässerung, Montage der Schutzgitter und Leitplanken, Asphalteinbau und Einbau der neuen Dehnfugen 3x10,75 m. [/fusion_text][fusion_separator style_type="none" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" sep_color="" top_margin="" bottom_margin="25px" border_size="" icon="" icon_circle="" icon_circle_color="" width="" alignment="center" /][fusion_images picture_size="fixed" hover_type="zoomout" autoplay="no" columns="5" column_spacing="13" scroll_items="1" show_nav="yes" mouse_scroll="no" border="no" lightbox="yes" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id=""][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Bruecke-Hafling-3-1024x768.jpg" image_id="388" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Bruecke-Hafling-2-1024x768.jpg" image_id="387" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Bruecke-Hafling-1-1024x768.jpg" image_id="386" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Bruecke-Hafling-9-1024x768.jpg" image_id="385" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Bruecke-Hafling-8-1024x768.jpg" image_id="384" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Bruecke-Hafling-7-1024x768.jpg" image_id="383" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Bruecke-Hafling-6-1024x768.jpg" image_id="382" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Bruecke-Hafling-5-1024x768.jpg" image_id="381" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Bruecke-Hafling-4-1024x768.jpg" image_id="380" link="" linktarget="_self" alt="" /][/fusion_images][/fusion_builder_column][/fusion_builder_row][/fusion_builder_container]

[fusion_builder_container hundred_percent="no" equal_height_columns="no" menu_anchor="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="center center" background_repeat="no-repeat" fade="no" background_parallax="none" enable_mobile="no" parallax_speed="0.3" video_mp4="" video_webm="" video_ogv="" video_url="" video_aspect_ratio="16:9" video_loop="yes" video_mute="yes" video_preview_image="" border_size="" border_color="" border_style="solid" margin_top="" margin_bottom="" padding_top="" padding_right="" padding_bottom="" padding_left=""][fusion_builder_row][fusion_builder_column type="1_1" layout="1_1" spacing="" center_content="no" hover_type="none" link="" min_height="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="left top" background_repeat="no-repeat" border_size="0" border_color="" border_style="solid" border_position="all" padding="" dimension_margin="" animation_type="" animation_direction="left" animation_speed="0.3" animation_offset="" last="no"][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="1" content_align="left" style_type="none" sep_color=""] Sanierung HW-Überlauf und Trennwand Kaunertalkraftwerk Gepatsch, Kaunertal (A) [/fusion_title][/fusion_builder_column][fusion_builder_column type="1_2" layout="1_2" spacing="" center_content="no" hover_type="none" link="" min_height="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="left top" background_repeat="no-repeat" border_size="0" border_color="" border_style="solid" border_position="all" padding="" dimension_margin="" animation_type="" animation_direction="left" animation_speed="0.3" animation_offset="" last="no"][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""]Auftraggeber[/fusion_title][fusion_text] TIWAG - Tiroler Wasserkraft AG, Innsbruck (A) [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""]Ort des Projektes[/fusion_title][fusion_text] Sanierung Kraftwerk - Stausee [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""]Baulosbeschreibung[/fusion_title][fusion_text] Sanierung Kraftwerk - Stausee [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""]Umfang der Arbeiten[/fusion_title][fusion_text] Sanierung von ca. 1.000 m² im HW-Überlauf und der Trennwand [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""]Ausführungszeitraum[/fusion_title][fusion_text] April - Mai 2013 [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""]Partnerfirmen[/fusion_title][fusion_text] Feig Gerüste GmbH [/fusion_text][/fusion_builder_column][fusion_builder_column type="1_2" layout="1_2" spacing="" center_content="no" hover_type="none" link="" min_height="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" background_color="" background_image="" background_position="left top" background_repeat="no-repeat" border_size="0" border_color="" border_style="solid" border_position="all" padding="" dimension_margin="" animation_type="" animation_direction="left" animation_speed="0.3" animation_offset="" last="no"][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""]Art der Arbeiten[/fusion_title][fusion_text] Kompletteinrüstung großflächiger HDW-Abtrag bis 4 cm Rissesanierung Reprofilierung mit 4 - 5 cm Trockenspritzmörtel Hydrophobierung [/fusion_text][fusion_title margin_top="" margin_bottom="" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" size="2" content_align="left" style_type="none" sep_color=""] Besonderheiten [/fusion_title][fusion_text] Einbau doppelter Gerüstboden im Inneren des Trichters auf einem Niveau von -20 m von der Trichtereinlaufoberkante ca. 700 m² Spezialgerüst [/fusion_text][fusion_separator style_type="none" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id="" sep_color="" top_margin="" bottom_margin="25px" border_size="" icon="" icon_circle="" icon_circle_color="" width="" alignment="center" /][fusion_images picture_size="fixed" hover_type="zoomout" autoplay="no" columns="5" column_spacing="13" scroll_items="1" show_nav="yes" mouse_scroll="no" border="no" lightbox="yes" hide_on_mobile="small-visibility,medium-visibility,large-visibility" class="" id=""][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Sanierung-KW-Kaunertal-2-1024x768.jpg" image_id="356" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Sanierung-KW-Kaunertal-3-1024x752.jpg" image_id="354" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Sanierung-KW-Kaunertal-1-1024x683.jpg" image_id="352" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Sanierung-KW-Kaunertal-6-1024x768.jpg" image_id="351" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Sanierung-KW-Kaunertal-5-1024x683.jpg" image_id="350" link="" linktarget="_self" alt="" /][fusion_image image="http://www.chembau.at/wp-content/uploads/2017/07/Sanierung-KW-Kaunertal-4-1024x769.jpg" image_id="349" link="" linktarget="_self" alt="" /][/fusion_images][/fusion_builder_column][/fusion_builder_row][/fusion_builder_container]