¢¸
  • ¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end anchorage for continuously reinforced concrete pavements)   (1 ÆäÀÌÁö)
    1

  • ¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end anchorage for continuously reinforced concrete pavements)   (2 ÆäÀÌÁö)
    2

  • ¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end anchorage for continuously reinforced concrete pavements)   (3 ÆäÀÌÁö)
    3

  • ¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end anchorage for continuously reinforced concrete pavements)   (4 ÆäÀÌÁö)
    4

  • ¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end anchorage for continuously reinforced concrete pavements)   (5 ÆäÀÌÁö)
    5


  • º» ¹®¼­ÀÇ
    ¹Ì¸®º¸±â´Â
    5 Pg ±îÁö¸¸
    °¡´ÉÇÕ´Ï´Ù.
¢º
Ŭ¸¯ : ´õ Å©°Ôº¸±â
  • ¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end anchorage for continuously reinforced concrete pavements)   (1 ÆäÀÌÁö)
    1

  • ¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end anchorage for continuously reinforced concrete pavements)   (2 ÆäÀÌÁö)
    2

  • ¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end anchorage for continuously reinforced concrete pavements)   (3 ÆäÀÌÁö)
    3

  • ¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end anchorage for continuously reinforced concrete pavements)   (4 ÆäÀÌÁö)
    4

  • ¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end anchorage for continuously reinforced concrete pavements)   (5 ÆäÀÌÁö)
    5



  • º» ¹®¼­ÀÇ
    (Å« À̹ÌÁö)
    ¹Ì¸®º¸±â´Â
    5 Page ±îÁö¸¸
    °¡´ÉÇÕ´Ï´Ù.
´õºíŬ¸¯ : ´Ý±â
X ´Ý±â
µå·¡±× : Á¿ìÀ̵¿

¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end anchorage for continuously reinforced concrete pavements)

·¹Æ÷Æ® > °øÇбâ¼ú ÀÎ ¼â ¹Ù·Î°¡±âÀúÀå
Áñ°Üã±â
Å°º¸µå¸¦ ´­·¯ÁÖ¼¼¿ä
( Ctrl + D )
¸µÅ©º¹»ç
¸µÅ©ÁÖ¼Ò°¡ º¹»ç µÇ¾ú½À´Ï´Ù.
¿øÇÏ´Â °÷¿¡ ºÙÇô³Ö±â Çϼ¼¿ä
( Ctrl + V )
¿ÜºÎ°øÀ¯
ÆÄÀÏ : ¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«(Expansion joints and end~.hwp   [Size : 19 Kbyte ]
ºÐ·®   5 Page
°¡°Ý  3,000 ¿ø

Ä«Ä«¿À ID·Î
´Ù¿î ¹Þ±â
±¸±Û ID·Î
´Ù¿î ¹Þ±â
ÆäÀ̽ººÏ ID·Î
´Ù¿î ¹Þ±â


¸ñÂ÷/Â÷·Ê

1. °³ ¿ä

2. terminal joint (´ÜºÎ½ÅÃà ÁÙ´«ºÎ)

3. end anchors (ÀÚÀ¯´ÜºÎ Á¤Âø±¸)

4. LUG-TYPE TERMINAL ANCHOR

4.1 Anchor BeamsÀÇ ¼³°è
4.2 Longitudinal Movement Analysis Example
º»¹®/³»¿ë
1. °³ ¿ä

¿¬¼Óö±ÙÄÜÅ©¸®Æ® ÆØâÁÙ´«Àº ¿¬¼Óö±ÙÄÜÅ©¸®Æ® Æ÷ÀåÀÇ Áß¿äÇÑ ±¸¼º ¿ä¼Ò·Î, µµ·Î¿Í °°Àº ´ëÇü ÄÜÅ©¸®Æ® ±¸Á¶¹°¿¡¼­ ¿Âµµ º¯È­³ª ±â°èÀû Èû¿¡ ÀÇÇØ ¹ß»ýÇÏ´Â º¯ÇüÀ» È¿°úÀûÀ¸·Î Á¶ÀýÇϱâ À§ÇØ ¼³°èµÇ¾ú´Ù. ÀÌ·¯ÇÑ ÆØâÁÙ´«Àº Å©°Ô µÎ °¡Áö ±â´ÉÀ» ¼öÇàÇÑ´Ù. ù°, ÄÜÅ©¸®Æ®ÀÇ ¿Âµµ º¯È­¿¡ µû¸¥ ÆØâ°ú ¼öÃàÀ» Çã¿ëÇÏ¿© ±Õ¿­ ¹ß»ýÀ» ÃÖ¼ÒÈ­ÇÏ°í Æ÷Àå ±¸Á¶ÀÇ ³»±¸¼ºÀ» ³ôÀδÙ. µÑ°, ±³·®À̳ª µµ·ÎÀÇ ³¡ºÎºÐ¿¡¼­ ¿©·¯ Àç·á °£ÀÇ Á¢ÇÕÀ» ¿øÈ°ÇÏ°Ô ÇÏ¿© ±¸Á¶Àû ¾ÈÀü¼ºÀ» À¯ÁöÇÏ°í ¿ÜºÎÀÇ ÇÏÁßÀÌ È¿°úÀûÀ¸·Î ºÐ»êµÉ ¼ö ÀÖµµ·Ï ÇÑ´Ù. ¿¬¼Óö±ÙÄÜÅ©¸®Æ® Æ÷ÀåÀº ±× Ư¼º»ó ÇÑ ¹ø¿¡ ³ÐÀº ¸éÀûÀ» ¿¬¼ÓÀûÀ¸·Î ½Ã°øÇÒ ¼ö ÀÖ¾î ¼³°è ¹× ½Ã°ø °úÁ¤¿¡¼­ÀÇ È¿À²¼ºÀÌ ³ô´Ù. ±×·¯³ª ÀÌ·¯ÇÑ ¿¬¼Ó¼ºÀ¸·Î ÀÎÇØ ¿Âµµ º¯È­¿¡ µû¸¥ ÆØâ Çö»óÀº ´õ¿í º¹ÀâÇÏ°Ô ³ªÅ¸³­´Ù. °í¿ÂÀÇ ¿©¸§Ã¶¿¡´Â ÄÜÅ©¸®Æ®°¡ ÆØâÇÏ°í, °Ü¿ïöÀÇ Àú¿Â¿¡¼­´Â ¼öÃàÇÏ°Ô µÇ¸ç, ÀÌ·¯ÇÑ °úÁ¤¿¡¼­ ¹ß»ýÇÏ´Â ÈûÀÌ ÀûÀýÈ÷ °ü¸®µÇÁö ¾ÊÀ¸¸é Ç¥¸é¿¡ ±Õ¿­ÀÌ ¹ß»ýÇϰųª ±¸Á¶Àû ¼Õ»óÀÌ ÀϾ ¼ö ÀÖ´Ù. ÀÌ¿¡ µû¶ó ÆØâÁÙ´«ÀÇ ¼³°è´Â ÀÌ·¯ÇÑ ¿Âµµ º¯È­¸¦ È¿°úÀûÀ¸·Î ¹Ý¿µÇÒ ¼ö ÀÖ¾î¾ß Çϸç, ÀÏÁ¤ÇÑ °£°ÝÀ¸·Î ¼³Ä¡ÇÏ¿© ÆØâ°ú ¡¦(»ý·«)


ÀúÀÛ±ÇÁ¤º¸
À§ Á¤º¸ ¹× °Ô½Ã¹° ³»¿ëÀÇ Áø½Ç¼º¿¡ ´ëÇÏ¿© ȸ»ç´Â º¸ÁõÇÏÁö ¾Æ´ÏÇϸç, ÇØ´ç Á¤º¸ ¹× °Ô½Ã¹° ÀúÀ۱ǰú ±âŸ ¹ýÀû Ã¥ÀÓÀº ÀÚ·á µî·ÏÀÚ¿¡°Ô ÀÖ½À´Ï´Ù. À§ Á¤º¸ ¹× °Ô½Ã¹° ³»¿ëÀÇ ºÒ¹ýÀû ÀÌ¿ë, ¹«´Ü ÀüÀ硤¹èÆ÷´Â ±ÝÁöµÇ¾î ÀÖ½À´Ï´Ù. ÀúÀÛ±ÇħÇØ, ¸í¿¹ÈÑ¼Õ µî ºÐÀï¿ä¼Ò ¹ß°ß½Ã °í°´¼¾ÅÍÀÇ ÀúÀÛ±ÇħÇØ½Å°í ¸¦ ÀÌ¿ëÇØ Áֽñ⠹ٶø´Ï´Ù.
ÀÚ·áÁ¤º¸
ID : hajo******
Regist : 2024-10-09
Update : 2024-10-09
FileNo : 25743349

Àå¹Ù±¸´Ï

¿¬°ü°Ë»ö(#)
¿¬¼Óö±ÙÄÜÅ©¸®Æ®   ÆØâÁÙ´«   Expansion   joints   end   anch   age   continuously   reinf   ced   concrete   pavements  


ȸ»ç¼Ò°³ | ÀÌ¿ë¾à°ü | °³ÀÎÁ¤º¸Ãë±Þ¹æħ | °í°´¼¾ÅÍ ¤Ó olle@olleSoft.co.kr
¿Ã·¹¼ÒÇÁÆ® | »ç¾÷ÀÚ : 408-04-51642 ¤Ó ±¤ÁÖ±¤¿ª½Ã ±¤»ê±¸ ¹«Áø´ë·Î 326-6, 201È£ | äÈñÁØ | Åë½Å : ±¤»ê0561È£
Copyright¨Ï ¿Ã·¹¼ÒÇÁÆ® All rights reserved | Tel.070-8744-9518
ÀÌ¿ë¾à°ü | °³ÀÎÁ¤º¸Ãë±Þ¹æħ ¤Ó °í°´¼¾ÅÍ ¤Ó olle@olleSoft.co.kr
¿Ã·¹¼ÒÇÁÆ® | »ç¾÷ÀÚ : 408-04-51642 | Tel.070-8744-9518