고력볼트 접합부표면의 방식도장변수에 따른 체결력 평가
Evaluation on Clamping Force of High Strength Bolts By Coating Parameters of Faying Surfaces
0
조회
0
다운로드
1
인용
0
참고문헌
키워드
초록
Clamping force of a high strength bolt is reduced by a certain period of time after the initial set-up. In case of special treatments on faying surfaces such as protective coating, clamping force is relaxed more severely. Tests for slip critical joints subject to various faying surface parameters were conducted. Five different surface treatments were tested including mill scale surface, blast surface, rust surface and coated surfaces. Each specimen was composed of F10T M20 of high strength bolts and steel plates. Based on the result of slip coefficient test,blast treatment surface showed 0.59, rust treatment surface showed 0.54 and inorganic zinc treatment surface exhibited 0.44. Clean mill treatment surface and red lead paint treatment surface were 0.23, 0.21 respectively. It is identified that the slip coefficient in Korean structural design guide should be determined for various surface conditions. Subsequently from long term relaxation test of ASTM A 490 high strength bolts, relaxation of no-coated surfaces such as blast, clean mill, rust treatment, the loss of initial clamping load was 10.5%, 13.6% and 7.9%for 1,000 hours, while the loss of initial clamping force was reached as 15.0%, 18.7% more than the required redundancy 10% in case of inorganic zinc and red lead painted treatment. It is required that the limit of relaxation on coated faying surface should be established separately for various surfaces.
Abstract
Clamping force of a high strength bolt is reduced by a certain period of time after the initial set-up. In case of special treatments on faying surfaces such as protective coating, clamping force is relaxed more severely. Tests for slip critical joints subject to various faying surface parameters were conducted. Five different surface treatments were tested including mill scale surface, blast surface, rust surface and coated surfaces. Each specimen was composed of F10T M20 of high strength bolts and steel plates. Based on the result of slip coefficient test,blast treatment surface showed 0.59, rust treatment surface showed 0.54 and inorganic zinc treatment surface exhibited 0.44. Clean mill treatment surface and red lead paint treatment surface were 0.23, 0.21 respectively. It is identified that the slip coefficient in Korean structural design guide should be determined for various surface conditions. Subsequently from long term relaxation test of ASTM A 490 high strength bolts, relaxation of no-coated surfaces such as blast, clean mill, rust treatment, the loss of initial clamping load was 10.5%, 13.6% and 7.9%for 1,000 hours, while the loss of initial clamping force was reached as 15.0%, 18.7% more than the required redundancy 10% in case of inorganic zinc and red lead painted treatment. It is required that the limit of relaxation on coated faying surface should be established separately for various surfaces.
참고문헌 (9)
- Arch. Inst. of Japan, "Guidebook on Design and Fabrication of High Strength Bolted Connections", pp.111~ (2003), Arch. Inst. of Japan
- "ASTM F 2280-06", ASTM International, 150~ (2006)
- K. Frank, "FHWA", RD-81, US Depart. of Transportation, Federal Highway Association, pp.1981, 29~
- G. L. Kulak, "Guide to Design Criteria for Bolted and Riveted Joints, 2nd Ed", pp.61~ (2001), AISC Inc
- J. Yang, , J. Bridge Eng, 5, pp.99~ (2000)
- 김진호, "고력볼트 마찰접합부의 설계기준 및 내력에 관한 연구", 대한건축학회논문집 구조계, 19(4), pp.27~36 (2003), 대한건축학회
- 나환선, "Method for Estimating the Clamping Force of High Strength Bolts Subjected to Temperature Variation", International Journal of STEEL STRUCTURES, 9(2), pp.123~130 (2009), 한국강구조학회
- 나환선, "Evaluating Relaxation of High-strength Bolts by Parameters on Slip Faying Surfaces of Bolted Connections", International Journal of STEEL STRUCTURES, 10(3), pp.295~303 (2010), 한국강구조학회
- Y. M. Park, , J. Korean Steel Struc, 12, pp.167~ (2000)
