Determining Printable Zone of Three-Dimensional-Printable Mortar Using Flow Table Tests
In this study, 12 mortar mixtures were designed to have different flow properties using a highly flowable, rapid-set crack repair grout (CRG) for cement replacements and different water-binder ratios (w/b). Their flowability was measured using flow table tests at 0, 40, and 60 minutes after mortar m...
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Veröffentlicht in: | ACI materials journal 2021-11, Vol.118 (6), p.75-85 |
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description | In this study, 12 mortar mixtures were designed to have different flow properties using a highly flowable, rapid-set crack repair grout (CRG) for cement replacements and different water-binder ratios (w/b). Their flowability was measured using flow table tests at 0, 40, and 60 minutes after mortar mixing, corresponding to the time spent on different three-dimensional (3D) printing stages (feeding, printer setup/pre-printing, and actual printing). Feed-ability of all mortar mixtures and the extrudability, buildability, and printing quality of the printable mixtures were evaluated qualitatively. A printable zone was developed based on these results, and it was expressed in terms of initial (D-0) and final (D-25) diameters. This printable zone was then used to adjust the flow properties of a different mixture proportion containing river sand (RS). It was verified that the object printed with the mixture that met the printable zone criteria was easy to print and showed very good printing quality. |
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Their flowability was measured using flow table tests at 0, 40, and 60 minutes after mortar mixing, corresponding to the time spent on different three-dimensional (3D) printing stages (feeding, printer setup/pre-printing, and actual printing). Feed-ability of all mortar mixtures and the extrudability, buildability, and printing quality of the printable mixtures were evaluated qualitatively. A printable zone was developed based on these results, and it was expressed in terms of initial (D-0) and final (D-25) diameters. This printable zone was then used to adjust the flow properties of a different mixture proportion containing river sand (RS). It was verified that the object printed with the mixture that met the printable zone criteria was easy to print and showed very good printing quality.</description><identifier>ISSN: 0889-325X</identifier><identifier>EISSN: 1944-737X</identifier><identifier>EISSN: 0889-325X</identifier><identifier>DOI: 10.14359/51733106</identifier><language>eng</language><publisher>FARMINGTON HILLS: Amer Concrete Inst</publisher><subject>3-D printers ; 3D printing ; Cement ; Concrete mixing ; Construction & Building Technology ; Design ; Diameters ; Extrudability ; Grout ; Materials Science ; Materials Science, Multidisciplinary ; Mechanical properties ; Methods ; Mortar ; Mortars (material) ; Production processes ; Rheology ; Science & Technology ; Technology ; Three dimensional flow ; Three dimensional printing ; Viscosity ; Yield stress</subject><ispartof>ACI materials journal, 2021-11, Vol.118 (6), p.75-85</ispartof><rights>COPYRIGHT 2021 American Concrete Institute</rights><rights>Copyright American Concrete Institute Nov 2021</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>true</woscitedreferencessubscribed><woscitedreferencescount>4</woscitedreferencescount><woscitedreferencesoriginalsourcerecordid>wos000750874800007</woscitedreferencesoriginalsourcerecordid><cites>FETCH-LOGICAL-c256t-40386ced34c50bb048bb95f69655527e46c498e745fff09a9fc0dcfe903dbac63</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>315,781,785,27929,27930,39263</link.rule.ids></links><search><creatorcontrib>Wi, Kwangwoo</creatorcontrib><creatorcontrib>Hong, Jinxiang</creatorcontrib><creatorcontrib>Wang, Kejin</creatorcontrib><title>Determining Printable Zone of Three-Dimensional-Printable Mortar Using Flow Table Tests</title><title>ACI materials journal</title><addtitle>ACI MATER J</addtitle><description>In this study, 12 mortar mixtures were designed to have different flow properties using a highly flowable, rapid-set crack repair grout (CRG) for cement replacements and different water-binder ratios (w/b). Their flowability was measured using flow table tests at 0, 40, and 60 minutes after mortar mixing, corresponding to the time spent on different three-dimensional (3D) printing stages (feeding, printer setup/pre-printing, and actual printing). Feed-ability of all mortar mixtures and the extrudability, buildability, and printing quality of the printable mixtures were evaluated qualitatively. A printable zone was developed based on these results, and it was expressed in terms of initial (D-0) and final (D-25) diameters. This printable zone was then used to adjust the flow properties of a different mixture proportion containing river sand (RS). It was verified that the object printed with the mixture that met the printable zone criteria was easy to print and showed very good printing quality.</description><subject>3-D printers</subject><subject>3D printing</subject><subject>Cement</subject><subject>Concrete mixing</subject><subject>Construction & Building Technology</subject><subject>Design</subject><subject>Diameters</subject><subject>Extrudability</subject><subject>Grout</subject><subject>Materials Science</subject><subject>Materials Science, Multidisciplinary</subject><subject>Mechanical properties</subject><subject>Methods</subject><subject>Mortar</subject><subject>Mortars (material)</subject><subject>Production processes</subject><subject>Rheology</subject><subject>Science & Technology</subject><subject>Technology</subject><subject>Three dimensional flow</subject><subject>Three dimensional printing</subject><subject>Viscosity</subject><subject>Yield stress</subject><issn>0889-325X</issn><issn>1944-737X</issn><issn>0889-325X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>HGBXW</sourceid><sourceid>8G5</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><sourceid>GUQSH</sourceid><sourceid>M2O</sourceid><recordid>eNqNkE1PGzEQhq2qlZoCh_6DlTihamF2_X1EoQEkED0EgXpZeZ0xNdrY1HaE-Pd1SGmvaA4zGj3vfLyEfO3guGOU6xPeSUo7EB_IrNOMtZLK-49kBkrplvb8_jP5kvMjQC845zNyd4YF09oHHx6aH8mHYsYJm58xYBNds_yVENszv8aQfQxmav8z1zEVk5rbvJUupvjcLF_7S8wl75NPzkwZD_7mPXK7-L6cX7RXN-eX89Or1vZclJYBVcLiijLLYRyBqXHU3Am9va6XyIRlWqFk3DkH2mhnYWUdaqCr0VhB98jhbu5Tir83dfPwGDepHpqHXoDu6ha9pY531IOZcPDBxZKMrbHCtbf1V-dr_1QoSVVPhayCo53ApphzQjc8Jb826WXoYHg1engzurLfduwzjtFl6zFY_McDgOSgJFOwLSut3k_PfTGl-j6Pm1DoH399kAg</recordid><startdate>20211101</startdate><enddate>20211101</enddate><creator>Wi, Kwangwoo</creator><creator>Hong, Jinxiang</creator><creator>Wang, Kejin</creator><general>Amer Concrete Inst</general><general>American Concrete Institute</general><scope>BLEPL</scope><scope>DTL</scope><scope>HGBXW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>4T-</scope><scope>7QQ</scope><scope>7RQ</scope><scope>7SR</scope><scope>7XB</scope><scope>88I</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>8G5</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>GUQSH</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M2O</scope><scope>M2P</scope><scope>M7S</scope><scope>MBDVC</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>Q9U</scope><scope>U9A</scope></search><sort><creationdate>20211101</creationdate><title>Determining Printable Zone of Three-Dimensional-Printable Mortar Using Flow Table Tests</title><author>Wi, Kwangwoo ; 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Their flowability was measured using flow table tests at 0, 40, and 60 minutes after mortar mixing, corresponding to the time spent on different three-dimensional (3D) printing stages (feeding, printer setup/pre-printing, and actual printing). Feed-ability of all mortar mixtures and the extrudability, buildability, and printing quality of the printable mixtures were evaluated qualitatively. A printable zone was developed based on these results, and it was expressed in terms of initial (D-0) and final (D-25) diameters. This printable zone was then used to adjust the flow properties of a different mixture proportion containing river sand (RS). It was verified that the object printed with the mixture that met the printable zone criteria was easy to print and showed very good printing quality.</abstract><cop>FARMINGTON HILLS</cop><pub>Amer Concrete Inst</pub><doi>10.14359/51733106</doi><tpages>11</tpages></addata></record> |
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subjects | 3-D printers 3D printing Cement Concrete mixing Construction & Building Technology Design Diameters Extrudability Grout Materials Science Materials Science, Multidisciplinary Mechanical properties Methods Mortar Mortars (material) Production processes Rheology Science & Technology Technology Three dimensional flow Three dimensional printing Viscosity Yield stress |
title | Determining Printable Zone of Three-Dimensional-Printable Mortar Using Flow Table Tests |
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