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2011년도 1분기 건설 중대재해 사례

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2011년도 1분기 건설 중대재해 사례 by KOSHA

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  • 1. . 1. / 5 2. / 9. 1. / 17 2. / 41 3. / 53 4. (, ) / 65 5. , , / 77 6. , / 87 7. / 103 8. / 117[] / 125

2. ! 3 3. . 1 . ( ) 10 13.0% - 118 7,142 (2009) 103 2,298 (2010) : 7.9% (08 16.9% )- : 37.5% (08 12.7% ) 2 , - , - : 1.0% (08 18.2% ) , , : 34.6% (08 8.6% )- : 39.8% (08 10.3% ) LNG , , 09 4 - : 20.5% (08 32.5% ) LH 35.8% 20.5% 5 4. ( : )( : ) 2006200720082009 2010107.3 127.9 120.1 118.7103.2 29.537.141.958.5 38.2 77.890.878.260.2 65.07.920.6-7.8-1.4 -15.5(%) 7.9%19.2% -6.1% -1.2% -13.1% : 6 5. . ( : )( : ) 12 345678 910 11122008 120.26.7 7.09.9 9.4 11.410.86.7 7.66.89.7 9.5 24.72009 118.76.2 6.28.5 8.8 8.3 12.86.4 5.3 10.3 11.415.5 19.02010 103.27.3 6.27.3 8.2 9.9 11.88.7 4.98.55.6 8.8 16.010-09 -15.5 1.10 -1.2 -0.61.6 -1.02.3 -0.4-1.7 -5.8-6.7 -3.1(%) -13.1% 17.7% 0%-14.1% -6.8% 19.3% -7.8% 35.9% -7.5% -17.5% -50.8%-43.2% -15.8% : 7 6. . ( ) 2010 12 ( ) 24(2.7%) 92 2 .( : )( : ) 1 23 45 67 89 10 11 122008 87.0 6.15.5 6.87.0 7.37.8 7.27.3 7.97.8 7.88.52009 89.8 6.16.1 7.07.4 7.29.0 7.06.7 8.47.3 8.19.72010 92.2 6.56.2 7.77.4 7.79.0 7.57.2 7.47.4 8.010.410-09 2.40.40.1 0.70 0.50.0 0.50.5 -1.0 0.1 -0.1 0.8(%) 2.7% 6.6% 1.6% 10.0% 0%6.9% 0%7.1% 7.5% -11.9% 1.4% -1.2% 7.2% : 8 7. . 2 . ( : ) 10 1209 12 22,504 20,998 1,5067.2%21,885 20,267 1,618 8.0% 619731 -112-15.3%21,329 19,708 1,621 8.2% 564684 -120-17.5% 556559-3 -0.5%5547 817.0% ( : ) () () () () 13,313 22,504 2,150 619 228 6,1947,3224,013 1,9781012350 611 26 553015030222 26 12,356 20,998 1,943 731 370 5,5986,7423,619 1,9950912336 606 17 47401662922717 9 8. . (2010 12 )(1) 71.2%(346), 21.2%(103), 7.6%(37) , , 113 23.3% . ( : ) ( ) 486 44 113 53 70 182919 28 14345437 100% 9.0% 23.3% 10.9% 14.4% 3.7% 6.0% 3.9% 5.8% 2.9%0.6% 0.8% 11.1% 7.6% (%)10 9. . (2) 3 37.9%(184) , 500 18.3%(18.3%) .( : )310 2050 120 300 500500 486 184 5934 34 30 41 1589 (%) 100 37.912.17.07.0 6.28.4 3.118.3(3) () 56.6%(275) , (), (), (), () .( : ) ( () ()()() ())486275 35 24 6 284515 3325(%)100 56.6%7.2%4.9% 1.2%5.8% 9.3% 3.1% 6.8% 5.1% 11 10. (4) 82(16.9%) , () 104(21.4%) . 4866782 78 80 7565 39 (%)100%13.8% 16.9%16.0% 16.5% 15.4% 13.4%8.0%(5) ( : ) () , (B/T , ) 486937463 774220 21 2320 20 8 25 275905610 535 018 22 2 11 0 8 ()450 9 23 0 7 000 0 2 2 2 ()350 50 103 13 00 0 2 0 2 ()321 0 15 2 5 010 0 2 3 3 ()300 2 11 5 6 001 0 0 3 2 ()240 04 4 1101012 0 1 () 242 20 3 51 1030 0 7 150 00 0 0 000 141 0 0 6 0 00 0 0 600 0 0 0 0 -() 90(18.5%) ,-() 56(11.5%), -() 53(10.9%) .12 11. . (6) ( : ) () () () ( () ()) 486275 45 333524 2815 6 25 43 282 36 1 2 1 0 0 40 360 00 1 200 1 33 232 40 0 101 2 33 144 00 0 362 431 250 00 2 200 230 103 80 3 1 1 1 328 181 04 0 2 1 0 228 230 10 0 020 2 2314 2114 000 1 , 21 180 10 0 000 2 18 131 00 2 100 1 1725 33 1 300 015 100 00 1 201 1 14 130 00 0 000 11415 22 2 200 0 1382 00 1 100 1 1103 25 0 100 01090 00 0 0 1 0 0 1070 10 0 0 1 0 1951 00 1 100 1920 22 1 1 1 0 0 8 04 10 2 001 08 41 1 10 100 0 505 00 0 000 0 411 0 11 000 0 411 00 1 100 0 300 20 0 100 0 210 00 0 0 1 0 0 220 00 0 000 0 , , , , () 7.4%(36) .13 12. 1. 2. 3. 4. (, )5. , , 6. , 7. 8. ! .15 13. 1. (2010.10.09)2. (2010.10.12)3. (2010.10.21)17 14. . 00 2010.10.09() 13:30() 10 4 4 (t=18cm) [ 7.7m, 2 : (V4) + + (V4)] 10 . - System Support , . 2 4 . 19 15. - 4 ( 4) . - 07:00 17 4 (7.7m, t=18cm) .- 12:00 394m3 300m3 .- 13:00 14 13:30 [2 : + + ] . 4 , 10 . 20 16. . - 4 3 . 3 (7.7m) 4 . - : (V4)++ (V4), 85~100cm 21 17. 3 2 3 (100cm) ( 1~2) - ,- , , , - . System Support , 2 4 .22 18. . 23 19. 4 4 24 20. . 3 25 21. 2010.10.12() 08:50 () 1, 1 3 2 (4.5) () 8m 1 , 1 . - () , .26 22. . - 3 () . - 08:30 3 . 2(10 6, 7) . - 08:50 2 (4.5) () - , . - 2 8m 1 1 . 2 . 1 , 1 1 2 . () - : 200kgf 160kgf[ 70kgf x 2 + 20kgf( )] (200kgf) . - : 18,000kgfm, 22.1m, 25.1m 5m, 8m [(250kgf) + ( 160kgf)] x 1.3 + 500kgf = 1,033kgf 3,000kgf .27 23. () 28 24. . - - .1 2 43 [ ] [ ] ( 25cm, 3cm) 29 25. (4.5)30 26. . 2 31 27. 100cm60cm ()150cm 32 28. . 1 33 29. OO OO 2010.10.21() 10:30 () 1, 2 2 [ 7.0~8.2m, 2 : (V4) + + (V4)] 1 , 2 . - System Support , ( ) . 2 4 .34 30. . - 2 . 1 : , RC 2 : (, ), RC( + ) - 7 2 ( ) . : () - 09:20 , ( 5.7m x 14.6m, 7.0~8.2m) . 2 1( 3.5m) . 2( 3.5~4.5m) : 68m3( 19m3) - 10:30 19m3 17m3 (2 : + + ) . 1 14:30 , 2 . 35 31. (RC )(RC , ) 36 32. . - : (V4) + (9cm x 9cm) + (V4) - : 90cm, 25cm 2 - : Pipe 2 ( 15cm) Pipe Support + , + Pipe Support 78.2m 1 () 1 ( 15cm) - , - , - . System Support , 2 4 .37 33. 38 34. . (90cm) 39 35. 1. (2010.10.07)2. (2010.10.26)3. (2010.11.09)4. (2010.11.29)5. (2010.12.11) 41 36. . OO 2010.10.07() 16:47 () 1 3, 13, 24 ( PVC : =50mm, t=1.8mm, L=1,550mm) (9001,500mm) . - (1.32m) ,- (1.32m) ( ) 43 37. ( : )44 38. . OO2010.10.26() 09:40 ( ) 1 5 ( 2229) , , . - , .- ( 5 ) . (, )45 39. 46 40. . OO O 2010.11.09() 10:45 () 1 2, 14 18 3 () 1 (H9.6m) . - 2m . , , . 47 41. 48 42. . OO 2010.11.29() 12:05 () 1 2, 25~30, 6 ( ) 2 (H60m) . - , . 49 43. (H60M) [ () ]50 44. . OO2010.12.11() 15:46() 1 5, 47~58 3 3 1 (2.4ton) , . - .51 45. (W2.4ton) 52 46. 1. (2010.10.06)2. (2010.10.14)3. (2010.10.29)4. (2010.11.20)5. (2010.12.06)53 47. . OO D/B 2010.10.06() 13:20() 1 3 2(H=3.6m) , (H2m) . - 2m , 2 1 ,- 55 48. 56 49. . OOOO2010.10.14() 10:20 () 1 , (H8.8m) . - , , . 57 50. 8.8m 58 51. . OOO 2010.10.29() 14:00() 1 1, 9 2 (H3.9m) . - 2 , . . 59 52. (H3.9m) 60 53. . OO 2010.11.20() 14:00() 1 1, 10 3 (3 ) (70cm1,100cm) 2 (H5m) 2010.11.21() . - 2m () , .61 54. [ (70cm1,100cm)]62 55. . OO 2010.12.06() 15:50() 1 7, 29~54 D 5 C D . - ( 30m) () . , , 2~3m 1 2 . 63 56. 64 57. (, )1. (2010.10.09)2. (2010.10.16)3. H-Beam (2010.10.26)4. (2010.11.06)5. (2010.11.11)65 58. . OO 2010.10.09 10:05( ) 1 1 (30 :330kg) , . - , , .67 59. 1 68 60. . OO 2010.10.16() 14:20 () 1 4 4 3 (H5m) . - 2m . , 2 .69 61. H5m ( ) ( )70 62. . H-Beam OO 2010.10.26() 13:30( ) 1 1 ( 1) H-Beam H-Beam , . - , , , .- H-Beam Lug ( ) , 2 , () .71 63. H-Beam() ( )72 64. . OO 2010.11.06() 07:10 () 1 3 1 3 (H7.5m) . - 2m , . 73 65. (H7.5m)74 66. . 2010.11.11() 15:00() 1 4 3 (3 ) P.P () (H5.7m) . - 2m 2 , , ( ) .- , , , . 75 67. (H5.7M) P.P ( )76 68. , , 1. (2010.10.07)2. 3 (2010.10.11)3. (2010.10.30)4. (2010.10.31)77 69. . OO 2010.10.07() 14:00() 1 5, 18 18 (H1.4m), 2010.10.17() . - , , .79 70. 80 71. . 3 OO 2010.10.11() 08:00( ) 1 3 1 1 , . - , ,- .81 72. ( ) ( 30cm)82 73. . OO 2010.10.30() 08:30() 1 4 (H14.3m) . - () , ,- , . 83 74. (H14.3M) ( )84 75. . OO 2010.10.31() 10:31 () 1 1 (H17.5m) . - , . 85 76. ( )86 77. 1. (2010.10.01)2. (2010.10.13)3. (2010.10.17)4. (2010.10.20)5. (2010.10.21)6. (2010.10.23)7. (2010.10.30)87 78. . OO 2010.10.01() 17:15 () 1 1 ( 12) 1 ( ) (H5m) . - 2m , . .89 79. 90 80. . OO 2010.10.13() 15:30() 1 1 , 1 (H-3001506.59mm) 2 (Deck Plate) (H=6m), . - , ,- . 91 81. 92 82. . OO OO 2010.10.17() 13:20() 1 5m , . - , ,- , .93 83. () ()94 84. . OO 2010.10.20() 14:05 () 1 2 1 1 (, 15mm) (H1.4m) . - 4.5m 2m , , . 95 85. () (, 15mm)[] 3.5M 4.5M 96 86. . OO 2010.10.21() 10:30() 1 2 (LeakTest) (FlexibleHose) (D=600mm) (6Bar) , (H23m) . - (Leak Test) .97 87. ( )98 88. . OO2010.10.23() 16:00() 1 4 1 3 (Pit) (H13.3m) . - , . 99 89. (3 ) 100 90. . OO 2010.10.30() 16:10() 1 3 A C (H10m) . - 2m ( ) . , .101 91. A C (H10m)102 92. 1. (2010.10.13)2. (2010.10.15)3. (2010.10.17)4. (2010.10.17)5. (2010.10.23)6. (2010.11.12)103 93. . OOOO OO2010.10.13() 10:20 () 1 1 . - . . 105 94. 106 95. . OO 2010.10.15() 09:00() 1 1,650 () 7.5m . - , , - . 107 96. 108 97. . OO 2010.10.17() 11:16() 1 L=10.94km [ (Girder)] () (++) (H13m) . - ( ) , . , 109 98. () ()110 99. . OO 2010.10.17() 16:00( ) 1 (L=290m) ( 2Ton) , . - , .- , .111 100. () ()112 101. . OO 2010.10.23() 11:00 () 1 L=11.1km () . - , , , . , .113 102. ()114 103. . OO 2010.11.12() 16:50 () 1 (=300mm) 36m 2.1m (PE, =300mm) . , . 1 : 1 1 : 1.5 1 : 0.5 1 : 1 115 104. 1.8~2.10.9~1.0 116 105. 1. (LP) (2010.10.09)2. (2010.10.13)3. (2010.11.02)117 106. . (LP) 765kv 2010.10.09() 10:30 () 1 L=7.97km( 15) ( ) (LP) . - ,- . , , . 119 107. (Liner Plate) 120 108. . 2010.10.13() 09:20 () 1 2 , . - , , .121 109. 122 110. . OOOO 2010.11.02() 09:50 1 154KV 46 #00 () (0.6m3) 20m , . - , , , , . 123 111. ( )124 112. ! 125 113. 1. (1) () .(2) () () , ,, , .(3) () , .(4) () , (, ) .(5) ( ) , ,, .(6) () , , .(7) () , , , , .(8) .127 114. (9) , , , . (10) . (11) ( ) , , , ,, , . (12) . (13) . (14) . (15) . (16) . (17) . (18) . (19) , .128 115. (20) , , , , .(21) () , , , .(22) (, ) , . 129 116. 2. . (1) , . (2) . . (1) 1 1 . (2) 1 . (3) .() , , , , () () 1 (, ) . (1) .() () 130 117. () () . () () () () . () () () . () () () () , () .(2) , , , .(3) () () . () (), () . () ( 60cm) , .(4) ( ), . () ( ) . () . 131 118. () . (5) . , , , . (6) , .132 119. 032 5100-578512-8852 34-4 02828-1655828-1659 49-6 () 14,15 023783-8336 3783-8339 1 10 7,8 033 815-1032243-8317 513-3 2033 655-1869655-1867 1001 15 051 520-0546522-2408 1 1486-49 052 226-0535260-5441 615-8 2,4 055 269-0530269-0592 7-3 055 371-7562372-6916 1440-1 4 053 609-0535421-8624 2 50-3 19,20 054 271-2062271-2049 124-4 054 478-8044453-0107 92-60 032 570-7245575-7287 491 031 259-7147259-7140 906-5 13 031 828-1923878-5739 801-1 1 031 481-7523410-0047 729-2 031 785-3356785-3332 106-2 4 032 6806-532681-6533 538-3 3 062 949-8725943-8279 1589-1 8,9 063 240-8543240-8559 1 807-8 4 061 689-4943689-4992 1285 064 797-7512797-7518 251-1 2,3 042 620-5623625-3213 104-7 043 2307-134236-0373 1171 3 041 570-3454566-8908 492-3 3 120. ,, . . . .T E L : 032-510-0578, 0621~0628FAX : 032-512-8852 . : 2011 3 : : 478 ( 34-4) TEL : 032)510-0578,0621~0628 FAX : 032)512-8852 : 02)734-3713 2011--171 121. 2011--171 122. 2011--171