Stabilized mortar with air incorporator agent and plasticizer set retarder: performance measurement
Abstract This study aims to develop three stabilized mortars to masonry using air entraining agents and settling retardant plasticizer to compare with a conventional mortar with lime. It was analyzed consistency index, specific gravity, air entrained content, water retentivity, setting time through...
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| Format: | Article |
| Language: | English |
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Instituto Brasileiro do Concreto (IBRACON)
2019-12-01
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| Series: | Revista IBRACON de Estruturas e Materiais |
| Subjects: | |
| Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952019000601248&tlng=en |
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| author | A. SCHACKOW A. K. FERRARI C. EFFTING V. O. ALVES I. R. GOMES |
| author_facet | A. SCHACKOW A. K. FERRARI C. EFFTING V. O. ALVES I. R. GOMES |
| author_sort | A. SCHACKOW |
| collection | DOAJ |
| description | Abstract This study aims to develop three stabilized mortars to masonry using air entraining agents and settling retardant plasticizer to compare with a conventional mortar with lime. It was analyzed consistency index, specific gravity, air entrained content, water retentivity, setting time through the heat of hydration, mortar shrinkage/expansion, compressive strength, resistance to sulphate and tensile strength in bonding. The results exhibited that the presence of the settling retardant plasticizer affected the consistency index making the mortar more workable for a longer time. The presence of additives made the stabilized mortars lighter with lower mass density and higher incorporated air content. The presence of lime provided high water retentivity in the conventional mortar while the setting retardant plasticizer improved the water retentivity in the stabilized mortars. The initial setting time of the stabilized mortars occurred after approximately 50 hours. Conventional mortar lost its workability quickly after 2 hours. In conventional mortar, shrinkage occurred, while stabilized mortars had expansion. The conventional mortar exhibited better compressive strength, while the excess of additives can affected negatively this property in the stabilized mortars. Conventional mortar proved to be less resistant to sulphate attack. Tensile strength in bonding was better in a stabilized commercial mortar tested. |
| first_indexed | 2024-12-17T20:12:23Z |
| format | Article |
| id | doaj.art-929b1d4c8673422dae0032be3f793084 |
| institution | Directory Open Access Journal |
| issn | 1983-4195 |
| language | English |
| last_indexed | 2024-12-17T20:12:23Z |
| publishDate | 2019-12-01 |
| publisher | Instituto Brasileiro do Concreto (IBRACON) |
| record_format | Article |
| series | Revista IBRACON de Estruturas e Materiais |
| spelling | doaj.art-929b1d4c8673422dae0032be3f7930842022-12-21T21:34:13ZengInstituto Brasileiro do Concreto (IBRACON)Revista IBRACON de Estruturas e Materiais1983-41952019-12-011261248125910.1590/s1983-41952019000600002Stabilized mortar with air incorporator agent and plasticizer set retarder: performance measurementA. SCHACKOWhttps://orcid.org/0000-0003-2561-5231A. K. FERRARIhttps://orcid.org/0000-0003-4376-2374C. EFFTINGhttps://orcid.org/0000-0001-5457-5457V. O. ALVEShttps://orcid.org/0000-0002-4830-3006I. R. GOMEShttps://orcid.org/0000-0002-2663-9123Abstract This study aims to develop three stabilized mortars to masonry using air entraining agents and settling retardant plasticizer to compare with a conventional mortar with lime. It was analyzed consistency index, specific gravity, air entrained content, water retentivity, setting time through the heat of hydration, mortar shrinkage/expansion, compressive strength, resistance to sulphate and tensile strength in bonding. The results exhibited that the presence of the settling retardant plasticizer affected the consistency index making the mortar more workable for a longer time. The presence of additives made the stabilized mortars lighter with lower mass density and higher incorporated air content. The presence of lime provided high water retentivity in the conventional mortar while the setting retardant plasticizer improved the water retentivity in the stabilized mortars. The initial setting time of the stabilized mortars occurred after approximately 50 hours. Conventional mortar lost its workability quickly after 2 hours. In conventional mortar, shrinkage occurred, while stabilized mortars had expansion. The conventional mortar exhibited better compressive strength, while the excess of additives can affected negatively this property in the stabilized mortars. Conventional mortar proved to be less resistant to sulphate attack. Tensile strength in bonding was better in a stabilized commercial mortar tested.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952019000601248&tlng=enstabilized mortarbrickwork and masonrymaterials technologysustainability |
| spellingShingle | A. SCHACKOW A. K. FERRARI C. EFFTING V. O. ALVES I. R. GOMES Stabilized mortar with air incorporator agent and plasticizer set retarder: performance measurement Revista IBRACON de Estruturas e Materiais stabilized mortar brickwork and masonry materials technology sustainability |
| title | Stabilized mortar with air incorporator agent and plasticizer set retarder: performance measurement |
| title_full | Stabilized mortar with air incorporator agent and plasticizer set retarder: performance measurement |
| title_fullStr | Stabilized mortar with air incorporator agent and plasticizer set retarder: performance measurement |
| title_full_unstemmed | Stabilized mortar with air incorporator agent and plasticizer set retarder: performance measurement |
| title_short | Stabilized mortar with air incorporator agent and plasticizer set retarder: performance measurement |
| title_sort | stabilized mortar with air incorporator agent and plasticizer set retarder performance measurement |
| topic | stabilized mortar brickwork and masonry materials technology sustainability |
| url | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952019000601248&tlng=en |
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