Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma
Abstract The Six Sigma principle is a set of techniques and tools for measuring the defect rate in a process. It seeks to improve the quality of process outputs by identifying and removing the causes of defects. It has a significant advantage in quality improvement and can evaluate the process capab...
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| Autor*in: |
Eom, S. J. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2015 |
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| Schlagwörter: |
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| Anmerkung: |
© Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 |
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| Übergeordnetes Werk: |
Enthalten in: KSCE journal of civil engineering - Seoul : Korean Soc. of Civil Engineers, 1997, 19(2015), 7 vom: 20. Feb., Seite 1973-1981 |
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| Übergeordnetes Werk: |
volume:19 ; year:2015 ; number:7 ; day:20 ; month:02 ; pages:1973-1981 |
| Links: |
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| DOI / URN: |
10.1007/s12205-015-0278-3 |
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SPR025266675 |
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| 520 | |a Abstract The Six Sigma principle is a set of techniques and tools for measuring the defect rate in a process. It seeks to improve the quality of process outputs by identifying and removing the causes of defects. It has a significant advantage in quality improvement and can evaluate the process capability and statistical quality control. Since it was introduced in the 1980s, it has spread to almost all industries. However, it was not effective in the construction industry, where it was completed onsite by personnel rather than in a factory by machines. Therefore, few studies have been conducted on its application in the construction industry. This study was conducted to control slab cracks in the framework in the construction stage through the application of the Six Sigma principle. Using the Define-Measure-Analyze-Improve-Control (DMAIC) methodology, the study was conducted after the “Critical To Quality” (CTQ) was defined to improve the accuracy of the slab rebar arrangement. The Big Ys from the CTQ were defined as the covering depth deviation (Y1) and the rebar spacing deviation (Y2). In four sample projects, five potential causes of the Y1 and Y2 were identified in four areas, and corresponding improvement and validation methods were proposed. Then six solutions were abstracted, and their corresponding manual, checklist, and slab control plan were prepared. The validation was carried out through two projects, both with high achievements, with the application of the Six Sigma principle. The authors believe this paper offers valuable insights on how the Six Sigma principle can be effectively applied to the construction industry. | ||
| 650 | 4 | |a concrete crack |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a six sigma |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a covering depth |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a rebar spacing |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a rebar arrangement |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Jang, Won-Suk |4 aut | |
| 700 | 1 | |a Kim, Sang-chul |4 aut | |
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10.1007/s12205-015-0278-3 doi (DE-627)SPR025266675 (SPR)s12205-015-0278-3-e DE-627 ger DE-627 rakwb eng Eom, S. J. verfasserin aut Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 Abstract The Six Sigma principle is a set of techniques and tools for measuring the defect rate in a process. It seeks to improve the quality of process outputs by identifying and removing the causes of defects. It has a significant advantage in quality improvement and can evaluate the process capability and statistical quality control. Since it was introduced in the 1980s, it has spread to almost all industries. However, it was not effective in the construction industry, where it was completed onsite by personnel rather than in a factory by machines. Therefore, few studies have been conducted on its application in the construction industry. This study was conducted to control slab cracks in the framework in the construction stage through the application of the Six Sigma principle. Using the Define-Measure-Analyze-Improve-Control (DMAIC) methodology, the study was conducted after the “Critical To Quality” (CTQ) was defined to improve the accuracy of the slab rebar arrangement. The Big Ys from the CTQ were defined as the covering depth deviation (Y1) and the rebar spacing deviation (Y2). In four sample projects, five potential causes of the Y1 and Y2 were identified in four areas, and corresponding improvement and validation methods were proposed. Then six solutions were abstracted, and their corresponding manual, checklist, and slab control plan were prepared. The validation was carried out through two projects, both with high achievements, with the application of the Six Sigma principle. The authors believe this paper offers valuable insights on how the Six Sigma principle can be effectively applied to the construction industry. concrete crack (dpeaa)DE-He213 six sigma (dpeaa)DE-He213 covering depth (dpeaa)DE-He213 rebar spacing (dpeaa)DE-He213 rebar arrangement (dpeaa)DE-He213 Jang, Won-Suk aut Kim, Sang-chul aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 19(2015), 7 vom: 20. Feb., Seite 1973-1981 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:19 year:2015 number:7 day:20 month:02 pages:1973-1981 https://dx.doi.org/10.1007/s12205-015-0278-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2015 7 20 02 1973-1981 |
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10.1007/s12205-015-0278-3 doi (DE-627)SPR025266675 (SPR)s12205-015-0278-3-e DE-627 ger DE-627 rakwb eng Eom, S. J. verfasserin aut Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 Abstract The Six Sigma principle is a set of techniques and tools for measuring the defect rate in a process. It seeks to improve the quality of process outputs by identifying and removing the causes of defects. It has a significant advantage in quality improvement and can evaluate the process capability and statistical quality control. Since it was introduced in the 1980s, it has spread to almost all industries. However, it was not effective in the construction industry, where it was completed onsite by personnel rather than in a factory by machines. Therefore, few studies have been conducted on its application in the construction industry. This study was conducted to control slab cracks in the framework in the construction stage through the application of the Six Sigma principle. Using the Define-Measure-Analyze-Improve-Control (DMAIC) methodology, the study was conducted after the “Critical To Quality” (CTQ) was defined to improve the accuracy of the slab rebar arrangement. The Big Ys from the CTQ were defined as the covering depth deviation (Y1) and the rebar spacing deviation (Y2). In four sample projects, five potential causes of the Y1 and Y2 were identified in four areas, and corresponding improvement and validation methods were proposed. Then six solutions were abstracted, and their corresponding manual, checklist, and slab control plan were prepared. The validation was carried out through two projects, both with high achievements, with the application of the Six Sigma principle. The authors believe this paper offers valuable insights on how the Six Sigma principle can be effectively applied to the construction industry. concrete crack (dpeaa)DE-He213 six sigma (dpeaa)DE-He213 covering depth (dpeaa)DE-He213 rebar spacing (dpeaa)DE-He213 rebar arrangement (dpeaa)DE-He213 Jang, Won-Suk aut Kim, Sang-chul aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 19(2015), 7 vom: 20. Feb., Seite 1973-1981 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:19 year:2015 number:7 day:20 month:02 pages:1973-1981 https://dx.doi.org/10.1007/s12205-015-0278-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2015 7 20 02 1973-1981 |
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10.1007/s12205-015-0278-3 doi (DE-627)SPR025266675 (SPR)s12205-015-0278-3-e DE-627 ger DE-627 rakwb eng Eom, S. J. verfasserin aut Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 Abstract The Six Sigma principle is a set of techniques and tools for measuring the defect rate in a process. It seeks to improve the quality of process outputs by identifying and removing the causes of defects. It has a significant advantage in quality improvement and can evaluate the process capability and statistical quality control. Since it was introduced in the 1980s, it has spread to almost all industries. However, it was not effective in the construction industry, where it was completed onsite by personnel rather than in a factory by machines. Therefore, few studies have been conducted on its application in the construction industry. This study was conducted to control slab cracks in the framework in the construction stage through the application of the Six Sigma principle. Using the Define-Measure-Analyze-Improve-Control (DMAIC) methodology, the study was conducted after the “Critical To Quality” (CTQ) was defined to improve the accuracy of the slab rebar arrangement. The Big Ys from the CTQ were defined as the covering depth deviation (Y1) and the rebar spacing deviation (Y2). In four sample projects, five potential causes of the Y1 and Y2 were identified in four areas, and corresponding improvement and validation methods were proposed. Then six solutions were abstracted, and their corresponding manual, checklist, and slab control plan were prepared. The validation was carried out through two projects, both with high achievements, with the application of the Six Sigma principle. The authors believe this paper offers valuable insights on how the Six Sigma principle can be effectively applied to the construction industry. concrete crack (dpeaa)DE-He213 six sigma (dpeaa)DE-He213 covering depth (dpeaa)DE-He213 rebar spacing (dpeaa)DE-He213 rebar arrangement (dpeaa)DE-He213 Jang, Won-Suk aut Kim, Sang-chul aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 19(2015), 7 vom: 20. Feb., Seite 1973-1981 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:19 year:2015 number:7 day:20 month:02 pages:1973-1981 https://dx.doi.org/10.1007/s12205-015-0278-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2015 7 20 02 1973-1981 |
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10.1007/s12205-015-0278-3 doi (DE-627)SPR025266675 (SPR)s12205-015-0278-3-e DE-627 ger DE-627 rakwb eng Eom, S. J. verfasserin aut Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 Abstract The Six Sigma principle is a set of techniques and tools for measuring the defect rate in a process. It seeks to improve the quality of process outputs by identifying and removing the causes of defects. It has a significant advantage in quality improvement and can evaluate the process capability and statistical quality control. Since it was introduced in the 1980s, it has spread to almost all industries. However, it was not effective in the construction industry, where it was completed onsite by personnel rather than in a factory by machines. Therefore, few studies have been conducted on its application in the construction industry. This study was conducted to control slab cracks in the framework in the construction stage through the application of the Six Sigma principle. Using the Define-Measure-Analyze-Improve-Control (DMAIC) methodology, the study was conducted after the “Critical To Quality” (CTQ) was defined to improve the accuracy of the slab rebar arrangement. The Big Ys from the CTQ were defined as the covering depth deviation (Y1) and the rebar spacing deviation (Y2). In four sample projects, five potential causes of the Y1 and Y2 were identified in four areas, and corresponding improvement and validation methods were proposed. Then six solutions were abstracted, and their corresponding manual, checklist, and slab control plan were prepared. The validation was carried out through two projects, both with high achievements, with the application of the Six Sigma principle. The authors believe this paper offers valuable insights on how the Six Sigma principle can be effectively applied to the construction industry. concrete crack (dpeaa)DE-He213 six sigma (dpeaa)DE-He213 covering depth (dpeaa)DE-He213 rebar spacing (dpeaa)DE-He213 rebar arrangement (dpeaa)DE-He213 Jang, Won-Suk aut Kim, Sang-chul aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 19(2015), 7 vom: 20. Feb., Seite 1973-1981 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:19 year:2015 number:7 day:20 month:02 pages:1973-1981 https://dx.doi.org/10.1007/s12205-015-0278-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2015 7 20 02 1973-1981 |
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10.1007/s12205-015-0278-3 doi (DE-627)SPR025266675 (SPR)s12205-015-0278-3-e DE-627 ger DE-627 rakwb eng Eom, S. J. verfasserin aut Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 Abstract The Six Sigma principle is a set of techniques and tools for measuring the defect rate in a process. It seeks to improve the quality of process outputs by identifying and removing the causes of defects. It has a significant advantage in quality improvement and can evaluate the process capability and statistical quality control. Since it was introduced in the 1980s, it has spread to almost all industries. However, it was not effective in the construction industry, where it was completed onsite by personnel rather than in a factory by machines. Therefore, few studies have been conducted on its application in the construction industry. This study was conducted to control slab cracks in the framework in the construction stage through the application of the Six Sigma principle. Using the Define-Measure-Analyze-Improve-Control (DMAIC) methodology, the study was conducted after the “Critical To Quality” (CTQ) was defined to improve the accuracy of the slab rebar arrangement. The Big Ys from the CTQ were defined as the covering depth deviation (Y1) and the rebar spacing deviation (Y2). In four sample projects, five potential causes of the Y1 and Y2 were identified in four areas, and corresponding improvement and validation methods were proposed. Then six solutions were abstracted, and their corresponding manual, checklist, and slab control plan were prepared. The validation was carried out through two projects, both with high achievements, with the application of the Six Sigma principle. The authors believe this paper offers valuable insights on how the Six Sigma principle can be effectively applied to the construction industry. concrete crack (dpeaa)DE-He213 six sigma (dpeaa)DE-He213 covering depth (dpeaa)DE-He213 rebar spacing (dpeaa)DE-He213 rebar arrangement (dpeaa)DE-He213 Jang, Won-Suk aut Kim, Sang-chul aut Enthalten in KSCE journal of civil engineering Seoul : Korean Soc. of Civil Engineers, 1997 19(2015), 7 vom: 20. Feb., Seite 1973-1981 (DE-627)57517238X (DE-600)2446036-9 1976-3808 nnns volume:19 year:2015 number:7 day:20 month:02 pages:1973-1981 https://dx.doi.org/10.1007/s12205-015-0278-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2015 7 20 02 1973-1981 |
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| author |
Eom, S. J. |
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Eom, S. J. misc concrete crack misc six sigma misc covering depth misc rebar spacing misc rebar arrangement Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma |
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| topic_title |
Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma concrete crack (dpeaa)DE-He213 six sigma (dpeaa)DE-He213 covering depth (dpeaa)DE-He213 rebar spacing (dpeaa)DE-He213 rebar arrangement (dpeaa)DE-He213 |
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Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma |
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Eom, S. J. Jang, Won-Suk Kim, Sang-chul |
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Eom, S. J. |
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10.1007/s12205-015-0278-3 |
| title_sort |
managing concrete crack information through correction of the slab rebar arrangement based on six sigma |
| title_auth |
Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma |
| abstract |
Abstract The Six Sigma principle is a set of techniques and tools for measuring the defect rate in a process. It seeks to improve the quality of process outputs by identifying and removing the causes of defects. It has a significant advantage in quality improvement and can evaluate the process capability and statistical quality control. Since it was introduced in the 1980s, it has spread to almost all industries. However, it was not effective in the construction industry, where it was completed onsite by personnel rather than in a factory by machines. Therefore, few studies have been conducted on its application in the construction industry. This study was conducted to control slab cracks in the framework in the construction stage through the application of the Six Sigma principle. Using the Define-Measure-Analyze-Improve-Control (DMAIC) methodology, the study was conducted after the “Critical To Quality” (CTQ) was defined to improve the accuracy of the slab rebar arrangement. The Big Ys from the CTQ were defined as the covering depth deviation (Y1) and the rebar spacing deviation (Y2). In four sample projects, five potential causes of the Y1 and Y2 were identified in four areas, and corresponding improvement and validation methods were proposed. Then six solutions were abstracted, and their corresponding manual, checklist, and slab control plan were prepared. The validation was carried out through two projects, both with high achievements, with the application of the Six Sigma principle. The authors believe this paper offers valuable insights on how the Six Sigma principle can be effectively applied to the construction industry. © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 |
| abstractGer |
Abstract The Six Sigma principle is a set of techniques and tools for measuring the defect rate in a process. It seeks to improve the quality of process outputs by identifying and removing the causes of defects. It has a significant advantage in quality improvement and can evaluate the process capability and statistical quality control. Since it was introduced in the 1980s, it has spread to almost all industries. However, it was not effective in the construction industry, where it was completed onsite by personnel rather than in a factory by machines. Therefore, few studies have been conducted on its application in the construction industry. This study was conducted to control slab cracks in the framework in the construction stage through the application of the Six Sigma principle. Using the Define-Measure-Analyze-Improve-Control (DMAIC) methodology, the study was conducted after the “Critical To Quality” (CTQ) was defined to improve the accuracy of the slab rebar arrangement. The Big Ys from the CTQ were defined as the covering depth deviation (Y1) and the rebar spacing deviation (Y2). In four sample projects, five potential causes of the Y1 and Y2 were identified in four areas, and corresponding improvement and validation methods were proposed. Then six solutions were abstracted, and their corresponding manual, checklist, and slab control plan were prepared. The validation was carried out through two projects, both with high achievements, with the application of the Six Sigma principle. The authors believe this paper offers valuable insights on how the Six Sigma principle can be effectively applied to the construction industry. © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 |
| abstract_unstemmed |
Abstract The Six Sigma principle is a set of techniques and tools for measuring the defect rate in a process. It seeks to improve the quality of process outputs by identifying and removing the causes of defects. It has a significant advantage in quality improvement and can evaluate the process capability and statistical quality control. Since it was introduced in the 1980s, it has spread to almost all industries. However, it was not effective in the construction industry, where it was completed onsite by personnel rather than in a factory by machines. Therefore, few studies have been conducted on its application in the construction industry. This study was conducted to control slab cracks in the framework in the construction stage through the application of the Six Sigma principle. Using the Define-Measure-Analyze-Improve-Control (DMAIC) methodology, the study was conducted after the “Critical To Quality” (CTQ) was defined to improve the accuracy of the slab rebar arrangement. The Big Ys from the CTQ were defined as the covering depth deviation (Y1) and the rebar spacing deviation (Y2). In four sample projects, five potential causes of the Y1 and Y2 were identified in four areas, and corresponding improvement and validation methods were proposed. Then six solutions were abstracted, and their corresponding manual, checklist, and slab control plan were prepared. The validation was carried out through two projects, both with high achievements, with the application of the Six Sigma principle. The authors believe this paper offers valuable insights on how the Six Sigma principle can be effectively applied to the construction industry. © Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg 2015 |
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Managing concrete crack information through correction of the slab rebar arrangement based on Six Sigma |
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https://dx.doi.org/10.1007/s12205-015-0278-3 |
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Jang, Won-Suk Kim, Sang-chul |
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10.1007/s12205-015-0278-3 |
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| score |
7.399441 |