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Çѱ¹µµ·ÎÇÐȸ / v.13, no.2, 2011³â, pp.57-65
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µµ½ÃºÎ µµ·Î¿¡¼ ÁÖÇàÂ÷·®ÀÇ È¾¹æÇâ À̰ݷ® ºÐ¼®À» ÅëÇÑ °î¼±ºÎ Â÷·ÎÆø ¿¬±¸
( A Study on Lane Width of Curved Section by Sway Distance Analysis of Running Vehicle on Urban Roads ) |
| ÀÌ¿µ¿ì; ´ë±¸´ëÇб³ Åä¸ñ°øÇаú;
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| º» ¿¬±¸¿¡¼´Â µµ½ÃºÎµµ·ÎÀÇ °î¼±±¸°£¿¡¼ ÁÖÇàÂ÷·®ÀÇ È¾¹æÇâ À̰ݷ®À» ºÐ¼®ÇÏ¿© Â÷·® ÁÖÇà¿¡ ÇÊ¿äÇÑ ÃÖ¼Ò ¼Ò¿äÂ÷·ÎÆøÀ» »êÁ¤ÇÏ¿´À¸¸ç º» ¿¬±¸°á°ú¿Í ¼±Ç࿬±¸¿¡¼ Á¦½ÃµÈ Á÷¼±±¸°£¿¡¼ÀÇ ÃÖ¼Ò ¼Ò¿äÂ÷·ÎÆøÀ» ºñ±³ ºÐ¼®ÇÏ¿´´Ù. À̸¦ ¹ÙÅÁÀ¸·Î µµ·ÎÀÇ ¼±Çü°ú Â÷Á¾¿¡ µû¶ó °î¼±±¸°£¿¡¼ÀÇ ÃÖ¼Ò ¼Ò¿äÂ÷·ÎÆøÀ» Á¦½ÃÇÏ¿´´Ù. Á¶»ç´ë»ó °î¼±±¸°£ µµ·ÎÀÇ Â÷·ÎÆøÀº 2.79m~3.40mÀÌ´Ù. ÁÖÇàÂ÷·®ÀÇ È¾¹æÇâ À̰ݷ®ÀÇ ºÐÆ÷ ¹× Á¶»ç´ë»ó Â÷·®ÀÇ 85%¸¦ ±âÁØÀ¸·Î ´©ÀûºÐÆ÷¸¦ ºÐ¼®ÇÏ¿´´Ù. ºÐ¼®°á°ú °î¼±±¸°£¿¡¼ÀÇ ÃÖ¼Ò ¼Ò¿äÂ÷·ÎÆøÀÌ ¼ÒÇüÂ÷·®ÀÇ °æ¿ì 2.31m~2.58m, ´ëÇüÂ÷·®ÀÇ °æ¿ì 2.80m~3.27m·Î »êÁ¤µÇ¾ú´Ù. º» ¿¬±¸°á°ú´Â ³ì»ö±³Åë µµÀÔÀ» À§ÇÑ °ø°£, µµ·Î°ø»ç Áß, ¼ÒÇüÂ÷ Àü¿ëµµ·ÎÀÇ °Ç¼³ µî¿¡ Ȱ¿ëµÉ ¼ö ÀÖÀ» °ÍÀÌ´Ù. ¶ÇÇÑ ¼³°èÀÚÀÇ ¸ñÀû¿¡ µû¶ó À¯¿¬ÇÑ Â÷·ÎÆø ¼³°è±âÁØÀÇ Àû¿ë¿¡ ÇÊ¿äÇÑ ±âÃÊÀûÀÎ ¿¬±¸·Î Ȱ¿ëµÉ ¼ö ÀÖÀ» °ÍÀ¸·Î ±â´ëµÈ´Ù. |
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| In this study, estimated the minimum lane width for the curved section by analyzing of lateral sway distance and compared the lane width for result of this study and a precedent study for straight section on urban roads. Then suggested minimum lane width of road alignments and vehicle classes. The lane width of curved section that was investigated was 2.79m~3.40m. Analysis of frequency distribute and cumulative frequency distribution for lateral sway distance on the basis of 85% of the suggested vehicles. The result of study, minimum lane width for the curved section was 2.31m~2.58m in the case of small size car and 2.80m~3.27m in the case of large size car. Result of this study is judged that it is necessary to case for introduction of green transit, during road construction and construct a road for small size car. Expect result of this study can be used for the application of flexible design standard according the purpose of road designer. |
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| Ű¿öµå |
| Â÷·ÎÆø;µµ·Î´ÙÀÌ¾îÆ®;³ì»ö±³Åë;µµ·Î¼³°è;lane width;road diet;green transportation;road design; |
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Çѱ¹µµ·ÎÇÐȸ³í¹®Áý / v.13, no.2, 2011³â, pp.57-65
Çѱ¹µµ·ÎÇÐȸ
ISSN : 1738-7159
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201121559393405)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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