AXIAL STRENGTH OF PILE HEAD REINFORCED DIRECTLY ABOVE AND BELOW THE BOTTOM OF EMBEDDED STEEL COLUMN
In the top-down construction method, a cast-in-place concrete pile head embedded with steel column is usually arranged reinforcing bars to prevent splitting at the pile head. The reinforcing bar has been designed in accordance with the conservative guideline because of few past studies. This study i...
Gespeichert in:
| Veröffentlicht in: | AIJ Journal of Technology and Design 2024/06/20, Vol.30(75), pp.780-784 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | jpn |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 784 |
|---|---|
| container_issue | 75 |
| container_start_page | 780 |
| container_title | AIJ Journal of Technology and Design |
| container_volume | 30 |
| creator | IKEUCHI, Kunie USAMI, Tetsu MIYAUCHI, Yasuyoshi |
| description | In the top-down construction method, a cast-in-place concrete pile head embedded with steel column is usually arranged reinforcing bars to prevent splitting at the pile head. The reinforcing bar has been designed in accordance with the conservative guideline because of few past studies. This study inspected the effect of arranged reinforcing bars near the bottom of the embedded section for the axial compression strength of the pile head. It evaluated the pile strength for CFT column through experimentation using the pile diameter as a parameter arranging the reinforcing bars near the bottom of the embedded section of the specimen. |
| doi_str_mv | 10.3130/aijt.30.780 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_3128520345</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>3128520345</sourcerecordid><originalsourceid>FETCH-LOGICAL-c1495-990c15088ff48734303b060e3011a8913ae73abd13c9457d17bd685be8392ccf3</originalsourceid><addsrcrecordid>eNpFkEtvwjAQhKOqlYoop_4BSz1WoTYbE_tU5WFIpECqEPo4RY5x2iAK1AmH_vsGgehlZ6X9Zkcay7oneAgE8JOs1-0Q8NBl-MrqEcaIzbp53e3gEJs7Y7i1Bk1TlxhTjglzaM9S3nvsJWiRZ2I-zSOUTtBLnAgUCS9EmYjnkzQLRIjCOBNBnnwgz09fBfLmIfJFkr6hPBLIT_M8nR29YuaLMOz4RS5EgoI0Wc7md9ZNJTeNHpy1by0nIg8iO0mnceAltiIOpzbnWBGKGasqh7ngAIYSj7EGTIhknIDULshyRUBxh7or4parMaOlZsBHSlXQtx5Of_dm93PQTVusdwez7SILICNGRxgc2lGPJ0qZXdMYXRV7U39L81sQXByLLI5FFp12RXb084leN6381BdWmrZWG_3P0rPjclFf0hR6C3_HB3J1</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>3128520345</pqid></control><display><type>article</type><title>AXIAL STRENGTH OF PILE HEAD REINFORCED DIRECTLY ABOVE AND BELOW THE BOTTOM OF EMBEDDED STEEL COLUMN</title><source>J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese</source><creator>IKEUCHI, Kunie ; USAMI, Tetsu ; MIYAUCHI, Yasuyoshi</creator><creatorcontrib>IKEUCHI, Kunie ; USAMI, Tetsu ; MIYAUCHI, Yasuyoshi</creatorcontrib><description>In the top-down construction method, a cast-in-place concrete pile head embedded with steel column is usually arranged reinforcing bars to prevent splitting at the pile head. The reinforcing bar has been designed in accordance with the conservative guideline because of few past studies. This study inspected the effect of arranged reinforcing bars near the bottom of the embedded section for the axial compression strength of the pile head. It evaluated the pile strength for CFT column through experimentation using the pile diameter as a parameter arranging the reinforcing bars near the bottom of the embedded section of the specimen.</description><identifier>ISSN: 1341-9463</identifier><identifier>EISSN: 1881-8188</identifier><identifier>DOI: 10.3130/aijt.30.780</identifier><language>jpn</language><publisher>Tokyo: Architectural Institute of Japan</publisher><subject>Axial compression ; Bearing resistance strength ; Bottom casting ; Cast in place ; Compressive strength ; Concrete piles ; Cover concrete thickness ; Rebar ; Reinforcing bar ; Reinforcing steels ; Steel columns ; Top-down construction method</subject><ispartof>AIJ Journal of Technology and Design, 2024/06/20, Vol.30(75), pp.780-784</ispartof><rights>2024, Architectural Institute of Japan</rights><rights>Copyright Japan Science and Technology Agency 2024</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c1495-990c15088ff48734303b060e3011a8913ae73abd13c9457d17bd685be8392ccf3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,1883,27924,27925</link.rule.ids></links><search><creatorcontrib>IKEUCHI, Kunie</creatorcontrib><creatorcontrib>USAMI, Tetsu</creatorcontrib><creatorcontrib>MIYAUCHI, Yasuyoshi</creatorcontrib><title>AXIAL STRENGTH OF PILE HEAD REINFORCED DIRECTLY ABOVE AND BELOW THE BOTTOM OF EMBEDDED STEEL COLUMN</title><title>AIJ Journal of Technology and Design</title><addtitle>AIJ J. Technol. Des.</addtitle><description>In the top-down construction method, a cast-in-place concrete pile head embedded with steel column is usually arranged reinforcing bars to prevent splitting at the pile head. The reinforcing bar has been designed in accordance with the conservative guideline because of few past studies. This study inspected the effect of arranged reinforcing bars near the bottom of the embedded section for the axial compression strength of the pile head. It evaluated the pile strength for CFT column through experimentation using the pile diameter as a parameter arranging the reinforcing bars near the bottom of the embedded section of the specimen.</description><subject>Axial compression</subject><subject>Bearing resistance strength</subject><subject>Bottom casting</subject><subject>Cast in place</subject><subject>Compressive strength</subject><subject>Concrete piles</subject><subject>Cover concrete thickness</subject><subject>Rebar</subject><subject>Reinforcing bar</subject><subject>Reinforcing steels</subject><subject>Steel columns</subject><subject>Top-down construction method</subject><issn>1341-9463</issn><issn>1881-8188</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNpFkEtvwjAQhKOqlYoop_4BSz1WoTYbE_tU5WFIpECqEPo4RY5x2iAK1AmH_vsGgehlZ6X9Zkcay7oneAgE8JOs1-0Q8NBl-MrqEcaIzbp53e3gEJs7Y7i1Bk1TlxhTjglzaM9S3nvsJWiRZ2I-zSOUTtBLnAgUCS9EmYjnkzQLRIjCOBNBnnwgz09fBfLmIfJFkr6hPBLIT_M8nR29YuaLMOz4RS5EgoI0Wc7md9ZNJTeNHpy1by0nIg8iO0mnceAltiIOpzbnWBGKGasqh7ngAIYSj7EGTIhknIDULshyRUBxh7or4parMaOlZsBHSlXQtx5Of_dm93PQTVusdwez7SILICNGRxgc2lGPJ0qZXdMYXRV7U39L81sQXByLLI5FFp12RXb084leN6381BdWmrZWG_3P0rPjclFf0hR6C3_HB3J1</recordid><startdate>20240620</startdate><enddate>20240620</enddate><creator>IKEUCHI, Kunie</creator><creator>USAMI, Tetsu</creator><creator>MIYAUCHI, Yasuyoshi</creator><general>Architectural Institute of Japan</general><general>Japan Science and Technology Agency</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20240620</creationdate><title>AXIAL STRENGTH OF PILE HEAD REINFORCED DIRECTLY ABOVE AND BELOW THE BOTTOM OF EMBEDDED STEEL COLUMN</title><author>IKEUCHI, Kunie ; USAMI, Tetsu ; MIYAUCHI, Yasuyoshi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c1495-990c15088ff48734303b060e3011a8913ae73abd13c9457d17bd685be8392ccf3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2024</creationdate><topic>Axial compression</topic><topic>Bearing resistance strength</topic><topic>Bottom casting</topic><topic>Cast in place</topic><topic>Compressive strength</topic><topic>Concrete piles</topic><topic>Cover concrete thickness</topic><topic>Rebar</topic><topic>Reinforcing bar</topic><topic>Reinforcing steels</topic><topic>Steel columns</topic><topic>Top-down construction method</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>IKEUCHI, Kunie</creatorcontrib><creatorcontrib>USAMI, Tetsu</creatorcontrib><creatorcontrib>MIYAUCHI, Yasuyoshi</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>AIJ Journal of Technology and Design</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>IKEUCHI, Kunie</au><au>USAMI, Tetsu</au><au>MIYAUCHI, Yasuyoshi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>AXIAL STRENGTH OF PILE HEAD REINFORCED DIRECTLY ABOVE AND BELOW THE BOTTOM OF EMBEDDED STEEL COLUMN</atitle><jtitle>AIJ Journal of Technology and Design</jtitle><addtitle>AIJ J. Technol. Des.</addtitle><date>2024-06-20</date><risdate>2024</risdate><volume>30</volume><issue>75</issue><spage>780</spage><epage>784</epage><pages>780-784</pages><issn>1341-9463</issn><eissn>1881-8188</eissn><abstract>In the top-down construction method, a cast-in-place concrete pile head embedded with steel column is usually arranged reinforcing bars to prevent splitting at the pile head. The reinforcing bar has been designed in accordance with the conservative guideline because of few past studies. This study inspected the effect of arranged reinforcing bars near the bottom of the embedded section for the axial compression strength of the pile head. It evaluated the pile strength for CFT column through experimentation using the pile diameter as a parameter arranging the reinforcing bars near the bottom of the embedded section of the specimen.</abstract><cop>Tokyo</cop><pub>Architectural Institute of Japan</pub><doi>10.3130/aijt.30.780</doi><tpages>5</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1341-9463 |
| ispartof | AIJ Journal of Technology and Design, 2024/06/20, Vol.30(75), pp.780-784 |
| issn | 1341-9463 1881-8188 |
| language | jpn |
| recordid | cdi_proquest_journals_3128520345 |
| source | J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese |
| subjects | Axial compression Bearing resistance strength Bottom casting Cast in place Compressive strength Concrete piles Cover concrete thickness Rebar Reinforcing bar Reinforcing steels Steel columns Top-down construction method |
| title | AXIAL STRENGTH OF PILE HEAD REINFORCED DIRECTLY ABOVE AND BELOW THE BOTTOM OF EMBEDDED STEEL COLUMN |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-28T02%3A10%3A20IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=AXIAL%20STRENGTH%20OF%20PILE%20HEAD%20REINFORCED%20DIRECTLY%20ABOVE%20AND%20BELOW%20THE%20BOTTOM%20OF%20EMBEDDED%20STEEL%20COLUMN&rft.jtitle=AIJ%20Journal%20of%20Technology%20and%20Design&rft.au=IKEUCHI,%20Kunie&rft.date=2024-06-20&rft.volume=30&rft.issue=75&rft.spage=780&rft.epage=784&rft.pages=780-784&rft.issn=1341-9463&rft.eissn=1881-8188&rft_id=info:doi/10.3130/aijt.30.780&rft_dat=%3Cproquest_cross%3E3128520345%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=3128520345&rft_id=info:pmid/&rfr_iscdi=true |