|
|
|
Çѱ¹°Ç¼³°ü¸®ÇÐȸ / v.7, no.4, 2006³â, pp.137-145
|
±âÈÄ¿ä¼Ò¿¡ ÀÇÇÑ Ã¶°ñ°ø»ç ÀÛ¾÷ºÒ°¡´ÉÀÏ »êÁ¤¿¡ °üÇÑ ¿¬±¸
( Calculation of Non-Working Days due to Weather Factors during Structural Steel Works ) |
| ÀÌ´öÇü;À¯Á¤½Ä;À¯Àç±æ;Á¤ÀçÈÆ;Á¤Èñ°æ;À¯Á¤È£;±èâ´ö; ±¤¿î´ëÇб³ °ÇÃàÇкÎ;±¤¿î´ëÇб³ °ÇÃàÇкÎ;±¤¿î´ëÇб³ °ÇÃàÇкÎ;±¤¿î´ëÇб³ °ÇÃàÇкÎ;±¤¿î´ëÇб³ °ÇÃàÇкÎ;±¤¿î´ëÇб³ °ÇÃà°øÇаú;±¤¿î´ëÇб³ °ÇÃà°øÇаú;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| °Ç¼³°ø»ç¿¡ ÀÖ¾î¼ ÀÛ¾÷ºÒ°¡´ÉÀϼö »êÁ¤Àº Á¤È®ÇÑ °ø»ç±â°£À» ¿¹ÃøÇϴµ¥ ÀÖ¾î ¸Å¿ì Áß¿äÇÑ ¿ä¼ÒÀÌ´Ù. ÇÏÁö¸¸ ±âÈÄ¿ä¼Ò´Â ¿¹ÃøÀÇ ºÒÈ®½Ç¼ºÀ» Áö´Ï°í ÀÖ¾î Á¤È®ÇÑ °ø±â»êÁ¤À» ¾î·Æ°Ô ÇÑ´Ù. ¶ÇÇÑ ±âÁ¸ÀÇ ÀÛ¾÷ºÒ°¡´ÉÀϼö »êÁ¤¿¡ °üÇÑ ¿¬±¸´Â ´ëºÎºÐ ö±ÙÄÜÅ©¸®Æ®°ø»ç¸¦ ´ë»óÀ¸·Î Çϰí ÀÖ¾î, ö±ÙÄÜÅ©¸®Æ®ÀÇ ÀÛ¾÷ºÒ°¡´É ±âÁØÀ» ö°ñ°ø»ç¿¡ Àû¿ëÇÒ °æ¿ì¿¡´Â ¸¹Àº ¿ÀÂ÷°¡ »ý±â°Ô µÈ´Ù. º» ¿¬±¸¿¡¼´Â ¹®ÇåÁ¶»ç ¹× ÇöÀå Á¶»ç µîÀ» ÅëÇØ ±âÈÄ¿ä¼Ò¸¦ °í·ÁÇÑ Ã¶°ñ°ø»çÀÇ ÀÛ¾÷ºÒ°¡´É ±âÁØÀ» ¼³Á¤Çϰí, À̸¦ ¼¿ïÁö¿ªÀÇ 15³â°£ ±â»óµ¥ÀÌÅÍ¿¡ Àû¿ë½ÃÄÑ 1³â°£ÀÇ Ã¶°ñ°ø»ç ÃÑ ÀÛ¾÷ºÒ°¡´ÉÀϼö¸¦ »êÁ¤ÇÏ¿´´Ù. ö°ø°ø»ç¿¡ ¿µÇâÀ» ¹ÌÄ¡´Â ±âÈÄ¿äÀÎÀ¸·Î´Â ±â¿Â, ¹Ù¶÷, °¼³, °¿ì µîÀÌ ¼±Á¤µÇ¾úÀ¸¸ç, ö°ø°ø»ç ¿©·¯ °øÁ¾ Áß ¿Á¿Ü¿¡¼ ¼öÇàµÇ¸ç ö°ø°ø»ç °ø±â¿¡ ¸¹Àº ºñÁßÀ» Â÷ÁöÇϴ ö°ñ ¼³Ä¡ÀÛ¾÷À» ´ë»óÀ¸·Î °¢ ±âÈÄ¿ä¼ÒµéÀÌ ¹ÌÄ¡´Â ¿µÇâÀ» ºÐ¼®ÇÏ¿´´Ù. º» ¿¬±¸¿¡¼ÀÇ ºÐ¼®°á°ú, ¼¿ïÁö¿ª¿¡¼ ±âÈÄ¿ä¼Ò·Î ÀÎÇØ ö°ñ¼³Ä¡ ÀÛ¾÷ºÒ°¡´ÉÀÏÀÌ ¿¬°£ ÃÑ 58ÀÏ·Î »êÁ¤µÇ¾úÀ¸¸ç, °¢ ¿ùº° ÀÛ¾÷ºÒ°¡´ÉÀϼö°¡ Á¦½ÃµÇ¾ú´Ù. º» ¿¬±¸ÀÇ °á°ú´Â ´Ù¸¥ Áö¿ªÀÇ ±â»óµ¥ÀÌÅ͸¦ Àû¿ëÇÒ °æ¿ì Ÿ Áö¿ª¿¡¼ÀÇ Ã¶°ñ°ø»ç ÀÛ¾÷ºÒ°¡´ÉÀÏ »êÁ¤¿¡µµ Ȱ¿ëµÉ ¼ö ÀÖÀ» °ÍÀ̸ç, ÀÌ·¯ÇÑ ÀÛ¾÷ºÒ°¡´ÉÀÏÀÇ »êÁ¤Àº ö°ñ°ø»çÀÇ º¸´Ù Á¤È®ÇÑ °ø±â»êÁ¤°ú ÃÖÀûÀÇ Âø°ø½Ã±â °áÁ¤¿¡ µµ¿òÀÌ µÉ °ÍÀÌ´Ù. |
|
| Calculating non-working days is very important element for the accurate estimation of construction time. And non-working days are largely affected by weather factors such as rainfall, wind velocity, snowfall and temperature. In the case of concrete works, there are lots of referable information for the calculation of non-working days due to the weather factors. However, for the structural steel works, there are very limited information only. Through literature survey and interviews with a few engineers, this paper established the weather factors that affect steel structural works and the impact of those factors. Based on the factors and the expected impact of the factors together with the weather data during the last 15 years in Seoul region gathered from Korea Meteorological Administration, this paper suggests the monthly non-working day of structural steel work due to weather factors. This information can be used for the early estimation of construction time. |
| |
| Ű¿öµå |
| ±âÈÄ¿ä¼Ò;ÀÛ¾÷ºÒ°¡´ÉÀÏ;ö°ñ°ø»ç;Weather Factor;Non-Working Day;Structural Steel Work; |
| |
|
|
 |
|
Çѱ¹°Ç¼³°ü¸®ÇÐȸ³í¹®Áý / v.7, no.4, 2006³â, pp.137-145
Çѱ¹°Ç¼³°ü¸®ÇÐȸ
ISSN : 2005-6095
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200603018308508)
¾ð¾î : Çѱ¹¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|