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2、tructural bonding agents for concrete structures 1 . 2 . . KS F 2403, KS F 2425, KS F 2476, KS F 4923, KS F 8009, KS L 6003, KS M ISO 10364, 3 3.1 40 mm40 mm160 mm 100 mm100 mm400 mm 3.2 KS F 8009 60 . 3.3 120 1 . 3.4 KS F 2760: 2007 2 KS F 2476 7.2.1 1 000 kN 1 % . 4 , . (202) (6520) % . 5 5.1 ( .)
3、 . , . 5.1.1 3 . 5.1.2 (505) MPa( 8 mm 10 mm) KS F 2425 2 . KS F 2403 . 8 mm 40 mm40 mm160 mm 10 mm 100 mm 100 mm400 mm (202) , 90 % 24 27 . KS L 6003 80 ( ), . 5.1.3 . 5.1.3 5.1.3.1 (202) (6520) % 48 . 5.1.3.2 (202) 48 (202) (6520) % 15 . 5.1.4 1 1 5.1.2 KS F 4923 5.3.4 . 1 mm 2 mm KS F 2760: 2007
4、3 3 ( ). 2 1) 1 mm . (202) , (6510) % 7 . . : mm 1 : mm 2 1) 40 mm40 mm160 mm . KS F 2760: 2007 4 5.1.5 5.1.4 (40 mm40 mm 100 mm100 mm) (2 400200) N/s . . 5.1.6 . , . A AB B 5.1.7 . 100 mm100 mm400 mm 000403Ffb= fb : (MPa) F : (N) 40 mm40 mm160 mm 40063Ffb= fb : (MPa) F : (N) 5.2 5.2.3 . , . 5.2.1 K
5、S F 2760: 2007 5 3 . 5.2.2 5.1.2 . 5.2.3 5.2.2 KS L 6003 150 . 1 . 2 KS M ISO 10364 5. 5.1.2 (505) MPa 40 mm40 mm 100 mm100 mm . KS F 2476 7.3 . 24 (202) 27 . . : mm 3 5.2.4 5.1.4 (40 mm40 mm 100 mm100 mm) (2 400200) N/s . . 5.2.5 . . KS F 2760: 2007 6 A AB B C AC 5.2.6 5.1.7 . 6 . a) , , b) c) d) e
6、) f) g) h) i) j) KS F 2760: 2007 7 KS F 2760: 2007 . 1 ( .) . , 2006 KS F 2761 . . . 2 2.1 . 2.2 6 , 3 . BS EN 12615 prEN 1766, EN 196 1 . 2.3 ( , ) . , . BS EN 1766( , ) . BS EN 1766 (505) N/mm2( 8 mm 10 mm) . MC(0,40) . KS F 2403 , . ASTM C 882 60 60 . BS EN 12615 . KS F 2760: 2007 8 . P P , P PN
7、PV . ASTM C 882 P P/A , PN PV . BS EN 12615 PV PV/A , . (PN) (PV) P 60 . 3 ASTM C 881 ( ) 7 Type . Type Type I , Type II , Type III Type IV , Type V , Type VI , Type VII 135513 7017 (02)60094114 (02)600948878 http:/ Korean Agency for Technology and Standards http:/www.kats.go.kr KS F 2760: 2007 KSKSKS SKSKS KSKS SKS KS SKS KSKS SKSKS KSKSKS Measurement of the slant shear strength of structural bonding agentsfor concrete structures ICS 91.100.30