KS F 4034-2012 Prestressed concrete hollow cored panels《空心预应力混凝土面板》.pdf

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1、 KSKSKSKSKSKSKSK KSKSKS KSKSK KSKS KSK KS KS F 4034 KS F 4034:2012 2012 5 10 http:/www.kats.go.krKS F 4034:2012 : ( ) ( ) ()ANC () LH ( ) : (http:/www.standard.go.kr) : :1979 12 24 :2012 5 10 2012-0190 : : ( 02-509-7274) (http:/www.kats.go.kr). 10 5 , . KS F 4034:2012 i 1 1 2 1 3 1 3.1 .1 3.2 .1 3.3

2、 2 3.4 2 3.5 .2 4 2 4.1 .2 4.2 3 5 .3 6 3 6.1 .3 6.2 .4 7 5 7.1 .5 7.2 .5 8 6 8.1 6 8.2 .6 9 7 9.1 , 7 9.2 7 9.3 7 9.4 PC 7 10 7 KS F 4034:2012 Prestressed concrete hollow cored panels 1 , (空洞 ) ( .) . 2 . . ( ) . KS D 3503, KS D 3504, KS D 3505, PC KS D 3527, KS D 3552, KS D 7002, PC PC KS D 7017,

3、KS F 2273, KS F 2403, KS F 2405, KS F 2525, KS F 2527, KS F 2534, KS F 2808, KS L 5201, KS Q ISO 10725, 3 3.1 KS L 5201 . 3.2 KS F 4034:2012 2 3.2.1 , , , . 3.5 PC , . 3.2.2 KS F 2527 . KS F 2525 S 13(6 ), S 5(7 ) . , 3.2.1 . 3.2.3 KS F 2534 . 3.3 , , , , . 3.4 . 3.5 PC , PC , PC ( PC .), , , . a) K

4、S D 7002 PC PC , .1)b) KS D 3505 PC c) KS D 3504 d) KS D 3527 e) KS D 3503 f) KS D 3552 g) KS D 7017 4 4.1 . a) PC , , , . , , . PC PC 75 % PC 85 % . PC 70 % PC 80 % . b) . c) 24.5 MPa 1.7 , PC . 1) 3 PC KS F 4034:2012 3 d) PC 2 cm . e) 28 39.2 MPa . 4.2 , . 5 a) b) . a) 1 . 1 S W b) (Pe/A)2) 2 . 2

5、MPa 30 2.94 45 4.41 6 6.1 . a) 3 . 2) Pe PC , A ( .) KS F 4034:2012 4 3 : mm 120 3 000 3 500 4 000 150 4 500 600 200 6 000 100 2 500 3 000 3 500 110 2 500 3 000 3 500 150 4 000 4 500 200 5 000 6 000 1 000 250 6 500 7 500 100 2 500 3 000 3 500 120 2 500 3 000 3 500 150 4 000 4 500 200 5 000 6 000 1 2

6、00 250 6 500 7 500 100 3 000 150 4 500 200 6 000 (S) 2 400 250 7 500 120 5 000 6 000 600 150 8 000 9 000 100 5 000 6 000 110 5 000 6 000 1 000 150 8 000 9 000 100 5 000 6 000 120 5 000 6 000 1 200 150 8 000 9 000 100 6 000 (W) 2 400 150 9 000 b) , 4 . 4 : mm 70 100 110 120 150 200 250 300 c) . 6.2 5

7、 . , 1 mm 8 mm . KS F 4034:2012 5 5 : mm 4 2 5 7 7.1 , , . 7.2 8. , 6 . 6 mm a( 1 m)kNm a( 1 m)kNm MPa m2K/W () dB 70 30 45 5.9 7.8 9.8 12.7 0.25 38 100 30 45 11.8 18.6 19.6 32.3 110 30 45 12.7 23.5 21.6 39.2 120 30 45 15.7 26.5 26.5 47.1 0.29 40 150 30 45 25.5 46.1 42.2 76.5 0.29 45 200 30 45 50.0

8、75.5 83.4 125.5 0.36 50 250 30 45 80.4 101.0 134.4 168.7 (S) 300 30 45 103.0 152.0 171.6 255.0 49 0.40 52 70 30 45 4.9 5.9 5.9 6.9 0.25 38 100 30 45 8.8 13.7 9.8 15.7 110 30 45 9.8 15.7 11.8 18.6 120 30 45 11.8 17.7 13.7 20.6 0.29 40 (W) 150 30 45 17.7 27.5 20.6 32.4 4.9 0.29 45 a KS F 4034:2012 6 1

9、 30 , 1 2 . 2 KS F 2273 7.5( ) . , 20 . 3 KS F 2808 . , 500 Hz . 4 . 8 8.1 KS F 2273 7.9( ) . a) l 20 . l 1/2 . b) Pc . +=8812cclWlPbI Ic : ( 1 m )(kN m) Pc : (kN) b : (m) l : (m) W : (kN/m) c) Pm . +=8812mblWlPbI Ib : ( 1 m )(kN m) Pm : (kN) b : (m) l : (m) W : (kN/m) d) 2 6 , . , , . 8.2 KS F 2273

10、 7.8( ) . a) . b) . KS F 4034:2012 7 9 , , , PC . 9.1 , , . 9.2 . a) KS Q ISO 10725 150 m3 , 6 KS F 2403 . KS F 2403 . KS F 2405 , 28 3 7 . , . 28 . 7 3 MPa 24.5 1.6 0.166 7 1.6 1.7( ) 1.6 28 39.2 1.6 b) . 9.3 6 1 , 7.2 8. . 9.4 PC 9.4.1 PC . 9.4.2 PC 3) 3 mm , 10 mm . 10 3) . KS F 4034:2012 8 10.1 , , . . S 30 150 1 000 3 500 4) 10.2 , , . 4) mm . 153787 1 92 3(13) (02)26240114 (02)262401489 http:/ Korean Agency for Technology and Standards http:/www.kats.go.kr KS F 4034:2012 KSKSKS SKSKS KSKS SKS KS SKS KSKS SKSKS KSKSKS Prestressed concrete hollow cored panels ICS 91.100.30

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