ASPHALT MATERIAL COMPACTION METHOD
To provide an asphalt material compaction method using at least one soil compactor having at least one compaction roller having a disposed motion generation structure.SOLUTION: A method in which an upper boundary temperature (O) and/or a lower boundary temperature (U) are set depending on at least o...
Gespeichert in:
| Hauptverfasser: | , , |
|---|---|
| Format: | Patent |
| Sprache: | eng ; jpn |
| Schlagworte: | |
| Online-Zugang: | Volltext bestellen |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | |
| container_start_page | |
| container_title | |
| container_volume | |
| creator | KLAUS MEINDL FRANK STEGNER AXEL MUEHLHAUSEN |
| description | To provide an asphalt material compaction method using at least one soil compactor having at least one compaction roller having a disposed motion generation structure.SOLUTION: A method in which an upper boundary temperature (O) and/or a lower boundary temperature (U) are set depending on at least one environmental parameter (T) that affects the cooling behavior of an asphalt material to be compacted, includes: a) a step of detecting an asphalt temperature of an asphalt material (A) to be compacted; b) a step of statically compacting the asphalt material (A) by the inactive motion generation structure of at least one compaction roller when the asphalt temperature exceeds the upper boundary temperature (O); and c) a step of statically compacting the asphalt material (A) by the inactive motion generation structure of at least one compaction roller when the asphalt temperature falls below the lower boundary temperature (U).SELECTED DRAWING: Figure 2
【課題】配設された運動生成構造を有する少なくとも１つの締固めローラを備えた、少なくとも１つのソイルコンパクタを用いて、アスファルト材料を締固めるための方法を提供する。【解決手段】ａ）締固められるべきアスファルト材料（Ａ）のアスファルト温度を検出するステップと、ｂ）アスファルト温度が上側境界温度（Ｏ）を上回る場合に、少なくとも１つの締固めローラの、非アクティブな運動生成構造によって、アスファルト材料（Ａ）を静的に締固めるステップと、ｃ）アスファルト温度が下側境界温度（Ｕ）を下回る場合に、少なくとも１つの締固めローラの、非アクティブな運動生成構造によって、アスファルト材料（Ａ）を静的に締固めるステップと、を含んでおり、上側境界温度（Ｏ）又は／及び下側境界温度（Ｕ）は、締固められるべきアスファルト材料の冷却挙動に影響を与える少なくとも１つの環境パラメータ（Ｔ）に依存して設定される方法。【選択図】図２ |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_JP2022075594A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>JP2022075594A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_JP2022075594A3</originalsourceid><addsrcrecordid>eNrjZFByDA7wcPQJUfB1DHEN8nT0UXD29w1wdA7x9PdT8HUN8fB34WFgTUvMKU7lhdLcDEpuriHOHrqpBfnxqcUFicmpeakl8V4BRgZGRgbmpqaWJo7GRCkCAH5NIu8</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>ASPHALT MATERIAL COMPACTION METHOD</title><source>esp@cenet</source><creator>KLAUS MEINDL ; FRANK STEGNER ; AXEL MUEHLHAUSEN</creator><creatorcontrib>KLAUS MEINDL ; FRANK STEGNER ; AXEL MUEHLHAUSEN</creatorcontrib><description>To provide an asphalt material compaction method using at least one soil compactor having at least one compaction roller having a disposed motion generation structure.SOLUTION: A method in which an upper boundary temperature (O) and/or a lower boundary temperature (U) are set depending on at least one environmental parameter (T) that affects the cooling behavior of an asphalt material to be compacted, includes: a) a step of detecting an asphalt temperature of an asphalt material (A) to be compacted; b) a step of statically compacting the asphalt material (A) by the inactive motion generation structure of at least one compaction roller when the asphalt temperature exceeds the upper boundary temperature (O); and c) a step of statically compacting the asphalt material (A) by the inactive motion generation structure of at least one compaction roller when the asphalt temperature falls below the lower boundary temperature (U).SELECTED DRAWING: Figure 2
【課題】配設された運動生成構造を有する少なくとも１つの締固めローラを備えた、少なくとも１つのソイルコンパクタを用いて、アスファルト材料を締固めるための方法を提供する。【解決手段】ａ）締固められるべきアスファルト材料（Ａ）のアスファルト温度を検出するステップと、ｂ）アスファルト温度が上側境界温度（Ｏ）を上回る場合に、少なくとも１つの締固めローラの、非アクティブな運動生成構造によって、アスファルト材料（Ａ）を静的に締固めるステップと、ｃ）アスファルト温度が下側境界温度（Ｕ）を下回る場合に、少なくとも１つの締固めローラの、非アクティブな運動生成構造によって、アスファルト材料（Ａ）を静的に締固めるステップと、を含んでおり、上側境界温度（Ｏ）又は／及び下側境界温度（Ｕ）は、締固められるべきアスファルト材料の冷却挙動に影響を与える少なくとも１つの環境パラメータ（Ｔ）に依存して設定される方法。【選択図】図２</description><language>eng ; jpn</language><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE ; FIXED CONSTRUCTIONS ; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR</subject><creationdate>2022</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220518&DB=EPODOC&CC=JP&NR=2022075594A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220518&DB=EPODOC&CC=JP&NR=2022075594A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>KLAUS MEINDL</creatorcontrib><creatorcontrib>FRANK STEGNER</creatorcontrib><creatorcontrib>AXEL MUEHLHAUSEN</creatorcontrib><title>ASPHALT MATERIAL COMPACTION METHOD</title><description>To provide an asphalt material compaction method using at least one soil compactor having at least one compaction roller having a disposed motion generation structure.SOLUTION: A method in which an upper boundary temperature (O) and/or a lower boundary temperature (U) are set depending on at least one environmental parameter (T) that affects the cooling behavior of an asphalt material to be compacted, includes: a) a step of detecting an asphalt temperature of an asphalt material (A) to be compacted; b) a step of statically compacting the asphalt material (A) by the inactive motion generation structure of at least one compaction roller when the asphalt temperature exceeds the upper boundary temperature (O); and c) a step of statically compacting the asphalt material (A) by the inactive motion generation structure of at least one compaction roller when the asphalt temperature falls below the lower boundary temperature (U).SELECTED DRAWING: Figure 2
【課題】配設された運動生成構造を有する少なくとも１つの締固めローラを備えた、少なくとも１つのソイルコンパクタを用いて、アスファルト材料を締固めるための方法を提供する。【解決手段】ａ）締固められるべきアスファルト材料（Ａ）のアスファルト温度を検出するステップと、ｂ）アスファルト温度が上側境界温度（Ｏ）を上回る場合に、少なくとも１つの締固めローラの、非アクティブな運動生成構造によって、アスファルト材料（Ａ）を静的に締固めるステップと、ｃ）アスファルト温度が下側境界温度（Ｕ）を下回る場合に、少なくとも１つの締固めローラの、非アクティブな運動生成構造によって、アスファルト材料（Ａ）を静的に締固めるステップと、を含んでおり、上側境界温度（Ｏ）又は／及び下側境界温度（Ｕ）は、締固められるべきアスファルト材料の冷却挙動に影響を与える少なくとも１つの環境パラメータ（Ｔ）に依存して設定される方法。【選択図】図２</description><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</subject><subject>CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE</subject><subject>FIXED CONSTRUCTIONS</subject><subject>MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2022</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZFByDA7wcPQJUfB1DHEN8nT0UXD29w1wdA7x9PdT8HUN8fB34WFgTUvMKU7lhdLcDEpuriHOHrqpBfnxqcUFicmpeakl8V4BRgZGRgbmpqaWJo7GRCkCAH5NIu8</recordid><startdate>20220518</startdate><enddate>20220518</enddate><creator>KLAUS MEINDL</creator><creator>FRANK STEGNER</creator><creator>AXEL MUEHLHAUSEN</creator><scope>EVB</scope></search><sort><creationdate>20220518</creationdate><title>ASPHALT MATERIAL COMPACTION METHOD</title><author>KLAUS MEINDL ; FRANK STEGNER ; AXEL MUEHLHAUSEN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2022075594A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2022</creationdate><topic>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</topic><topic>CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE</topic><topic>FIXED CONSTRUCTIONS</topic><topic>MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR</topic><toplevel>online_resources</toplevel><creatorcontrib>KLAUS MEINDL</creatorcontrib><creatorcontrib>FRANK STEGNER</creatorcontrib><creatorcontrib>AXEL MUEHLHAUSEN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>KLAUS MEINDL</au><au>FRANK STEGNER</au><au>AXEL MUEHLHAUSEN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>ASPHALT MATERIAL COMPACTION METHOD</title><date>2022-05-18</date><risdate>2022</risdate><abstract>To provide an asphalt material compaction method using at least one soil compactor having at least one compaction roller having a disposed motion generation structure.SOLUTION: A method in which an upper boundary temperature (O) and/or a lower boundary temperature (U) are set depending on at least one environmental parameter (T) that affects the cooling behavior of an asphalt material to be compacted, includes: a) a step of detecting an asphalt temperature of an asphalt material (A) to be compacted; b) a step of statically compacting the asphalt material (A) by the inactive motion generation structure of at least one compaction roller when the asphalt temperature exceeds the upper boundary temperature (O); and c) a step of statically compacting the asphalt material (A) by the inactive motion generation structure of at least one compaction roller when the asphalt temperature falls below the lower boundary temperature (U).SELECTED DRAWING: Figure 2
【課題】配設された運動生成構造を有する少なくとも１つの締固めローラを備えた、少なくとも１つのソイルコンパクタを用いて、アスファルト材料を締固めるための方法を提供する。【解決手段】ａ）締固められるべきアスファルト材料（Ａ）のアスファルト温度を検出するステップと、ｂ）アスファルト温度が上側境界温度（Ｏ）を上回る場合に、少なくとも１つの締固めローラの、非アクティブな運動生成構造によって、アスファルト材料（Ａ）を静的に締固めるステップと、ｃ）アスファルト温度が下側境界温度（Ｕ）を下回る場合に、少なくとも１つの締固めローラの、非アクティブな運動生成構造によって、アスファルト材料（Ａ）を静的に締固めるステップと、を含んでおり、上側境界温度（Ｏ）又は／及び下側境界温度（Ｕ）は、締固められるべきアスファルト材料の冷却挙動に影響を与える少なくとも１つの環境パラメータ（Ｔ）に依存して設定される方法。【選択図】図２</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | eng ; jpn |
| recordid | cdi_epo_espacenet_JP2022075594A |
| source | esp@cenet |
| subjects | CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, ORTHE LIKE FIXED CONSTRUCTIONS MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR |
| title | ASPHALT MATERIAL COMPACTION METHOD |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-24T18%3A58%3A21IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-epo_EVB&rft_val_fmt=info:ofi/fmt:kev:mtx:patent&rft.genre=patent&rft.au=KLAUS%20MEINDL&rft.date=2022-05-18&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3EJP2022075594A%3C/epo_EVB%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true |