The Quality Control of Construction of Reinforced Concrete by the Engineering Point of View of the Disaster Prevention
碩士 === 建國科技大學 === 自動化工程系暨機電光系統研究所 === 96 === In general, the concrete construction work is carried out with respect to certain specifications as required by the code. The compression strength is tested to see if it meets design strength level 28 days after the pouring of concrete. Such quality contr...
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ndltd-TW-096CTU057900122015-10-13T14:52:52Z http://ndltd.ncl.edu.tw/handle/20675531014989326198 The Quality Control of Construction of Reinforced Concrete by the Engineering Point of View of the Disaster Prevention 以工程防災看混凝土施工品質管理 黃慧嘉 碩士 建國科技大學 自動化工程系暨機電光系統研究所 96 In general, the concrete construction work is carried out with respect to certain specifications as required by the code. The compression strength is tested to see if it meets design strength level 28 days after the pouring of concrete. Such quality control practice is acceptable and regarded as safe measure objectively. Remind that current regulations required three levels of quality controls, when the regulation is applied in the inspection of the concrete structure after the completion of the structure, The compression test will be performed by the coring test of the sampling of the concrete structures, Surprisingly, very often the strength of the test specimen is not as strong as it supposed to be, this paper discussed the issue of the coring test of the sampling of the concrete structure 28 days after its pouring, the coring test is executed, the strength does not meet the level of the design requirement. In Consequence, the construction company will be fined as the penalty for failure to meet the requirement of the inspections of the completion of the concrete structure, result in the loss both of the contractor and the proprietor. 曾森煌 學位論文 ; thesis 44 zh-TW |
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碩士 === 建國科技大學 === 自動化工程系暨機電光系統研究所 === 96 === In general, the concrete construction work is carried out with respect to certain specifications as required by the code. The compression strength is tested to see if it meets design strength level 28 days after the pouring of concrete. Such quality control practice is acceptable and regarded as safe measure objectively. Remind that current regulations required three levels of quality controls, when the regulation is applied in the inspection of the concrete structure after the completion of the structure, The compression test will be performed by the coring test of the sampling of the concrete structures, Surprisingly, very often the strength of the test specimen is not as strong as it supposed to be, this paper discussed the issue of the coring test of the sampling of the concrete structure 28 days after its pouring, the coring test is executed, the strength does not meet the level of the design requirement. In Consequence, the construction company will be fined as the penalty for failure to meet the requirement of the inspections of the completion of the concrete structure, result in the loss both of the contractor and the proprietor.
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曾森煌 |
author_facet |
曾森煌 黃慧嘉 |
author |
黃慧嘉 |
spellingShingle |
黃慧嘉 The Quality Control of Construction of Reinforced Concrete by the Engineering Point of View of the Disaster Prevention |
author_sort |
黃慧嘉 |
title |
The Quality Control of Construction of Reinforced Concrete by the Engineering Point of View of the Disaster Prevention |
title_short |
The Quality Control of Construction of Reinforced Concrete by the Engineering Point of View of the Disaster Prevention |
title_full |
The Quality Control of Construction of Reinforced Concrete by the Engineering Point of View of the Disaster Prevention |
title_fullStr |
The Quality Control of Construction of Reinforced Concrete by the Engineering Point of View of the Disaster Prevention |
title_full_unstemmed |
The Quality Control of Construction of Reinforced Concrete by the Engineering Point of View of the Disaster Prevention |
title_sort |
quality control of construction of reinforced concrete by the engineering point of view of the disaster prevention |
url |
http://ndltd.ncl.edu.tw/handle/20675531014989326198 |
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