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http://cmuir.cmu.ac.th/jspui/handle/6653943832/78863
Title: | การใช้เทคนิควิศวกรรมคุณค่าในการเปรียบเทียบฐานรากแบบปรับปรุงแทนที่ฐานรากแผ่แบบดั้งเดิม |
Other Titles: | Using value engineering techniques to compare developed foundations with traditional spread foundation |
Authors: | วีระพันธ์ หมอกมุงเมือง |
Authors: | มานพ แก้วโมราเจริญ วีระพันธ์ หมอกมุงเมือง |
Keywords: | เทคนิควิศวกรรมคุณค่า, การเปรียบเทียบฐานรากแบบปรับปรุงแทนที่ฐานรากแผ่, Value Engineering Techniques, Traditional Spread Foundation |
Issue Date: | 3-Aug-2566 |
Publisher: | เชียงใหม่ : บัณฑิตวิทยาลัย มหาวิทยาลัยเชียงใหม่ |
Abstract: | In the current housing construction, the construction style has changed. construction process or materials used In order to develop the construction of a residential house that costs less. Faster construction time But still maintain the same quality and engineering features. Therefore, this research compares the traditional spreading foundation with the modified foundation using bored piles without foundation. In the construction of a single-storey residential house, which can reduce the construction process. and can also work in crowded community areas and less work space because they use machinery that can be moved easily and does not affect the community area This research started from the survey of information needed to design the foundation of the house. Then a questionnaire was taken from engineers and contractors to determine the key factors of foundation construction. Then, the obtained data was analyzed according to the 6-step value engineering analysis process. From the comparison of price and construction time for a one-storey house, it was found that the use of renovated foundations had less construction costs and It takes less time to construct than the construction of a flat foundation. |
URI: | http://cmuir.cmu.ac.th/jspui/handle/6653943832/78863 |
Appears in Collections: | ENG: Independent Study (IS) |
Files in This Item:
File | Description | Size | Format | |
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640632064วีระพันธ์ หมอกมุงเมือง.pdf | 2.04 MB | Adobe PDF | View/Open Request a copy |
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