¡¡


UDPSC ÇÕ¼ºÇü±³ Ç¥Áشܸé

ÁöÁ¡ »ó½Â/ÇÏ°­(ÇÏ°­/»ó½Â)À» ÀÌ¿ëÇÑ ´Ü/´Ù°æ°£ PSC ÇÕ¼ºÇü±³ÀÇ ½Å¼³°ø¹ý
   
(°Ç¼³±³ÅëºÎ ÁöÁ¤ ½Å±â¼ú Á¦ 270È£, ½Å±â¼úÁöÁ¤Áõ¼­)

ÁöÁ¡ »ó½Â/ÇÏ°­(ÇÏ°­/»ó½Â)À» ÀÌ¿ëÇÑ ´Ü/´Ù°æ°£ ÇÁ¸®Ç÷º½º ÇÕ¼ºÇü±³

   (°Ç¼³±³ÅëºÎ ÁöÁ¤ ½Å±â¼ú Á¦ 297È£, ½Å±â¼úÁöÁ¤Áõ¼­)

±³·®ÀÇ ¼º´É°³¼± ¹× º¸¼öº¸°­ °ø¹ý

±× ¿Ü ¸¸¼¼ÄÚ¸®¾Æ ÇÙ½É ±â¼ú


Àû¿ëºÐ¾ß


ÇÙ  ½É  ±â  ¼ú

ÇÁ¸®Ç÷º½º

ÇÕ¼ºÇü±³

Preflex Beam Bridge

Á¦ÀÛ¹æ¹ý

Manufacturing Method

Á÷¼± ¹× °î¼± ÇÁ¸®Ç÷º½º ºöÀÇ 4º» ÀÌ»ó µ¿½ÃÁ¦ÀÛ°ø¹ý

The new method of manufacturing over four
straight or curved preflex beams simultaneouslyM

½Ã°ø¹ý

Construction Method

³»ÃøÁöÁ¡ÀÇ »ó½Â-ÇÏ°­À» ÀÌ¿ëÇÑ
¿¬¼Ó ÇÁ¸®Ç÷º½º ÇÕ¼ºÇü±³

The continuous preflex bridge by Up-Down method
of inner support

´ÜºÎÁöÁ¡ÀÇ ÇÏ°­-»ó½ÂÀ» ÀÌ¿ëÇÑ
¿¬¼Ó ÇÁ¸®Ç÷º½º ÇÕ¼ºÇü±³

The continuous preflex bridge by Down-Up method
of outer support

P.S.C Beam Bridge

´ÜºÎÁöÁ¡ÀÇ ÇÏ°­-»ó½ÂÀ» ÀÌ¿ëÇÑ
´Ü°æ°£ PSC ÇÕ¼ºÇü±³

The simple P.S.C Beam bridge by Down-Up method of the outer support

³»ÃøÁöÁ¡ÀÇ »ó½Â-ÇÏ°­À» ÀÌ¿ëÇÑ
¿¬¼Ó PSC ÇÕ¼ºÇü±³

The continuous P.S.C Beamx bridge
by Up-Down method of inner support

´ÜºÎÁöÁ¡ÀÇ ÇÏ°­-»ó½ÂÀ» ÀÌ¿ëÇÑ
¿¬¼Ó PSC ÇÕ¼ºÇü±³

The continuous P.S.C Beam bridge
by Down-Up method of outer upport

°­»óÀÚÇü ÇÕ¼ºÇü±³

Steel Box Girder Bridge

ÄÜÅ©¸®Æ® ÃæÁø¿¡ ÀÇÇÑ °­¼ºÇâ»ó°ø¹ý

The new method of improving stiffness
by casting concrete

ÄÜÅ©¸®Æ® ÃæÀü°ú ³»ÃøÁöÁ¡ »ó½Â-ÇÏ°­À» ÀÌ¿ëÇÑ
¿¬¼Ó °­»óÀÚÇü ÇÕ¼ºÇü±³

The continuous steel box girder bridge by casting
concrete and Up-Down method of inner support

ÄÜÅ©¸®Æ® ÃæÀü°ú ´ÜºÎÁöÁ¡ ÇÏ°­-»ó½ÂÀ» ÀÌ¿ëÇÑ
¿¬¼Ó °­»óÀÚÇü ÇÕ¼ºÇü±³

The continuous steel box girder bridge by casting
concrete and Down-Up method of outer support

º¸¼ö º¸°­

Rehabilitaion and

Replacement of Bridge

°¢Á¾ ±³·®ÀÇ º¸¼ö º¸°­ ¹× ¼º´É°³¼±°ø¹ý

The rehabilitaion and replacement method
of the bridge

º¸µµ À°±³

Overhead Bridge


¼öÁ÷ÇÏÁß¿¡ ÀÇÇØ ÇÁ¸®½ºÆ®·¹½ºµÈ
°­Àç ¶ó¸à½Ä º¸µµÀ°±³ÀÇ ½Ã°ø¹ý

The prestressed steel box rahmen overhead bridge using vertical loading