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+82-10-7515-3761 ÀúÀåÅÊÅ© ¾ÓÄ«º¼Æ® ÃÖÀû¼³°è¿¡ °üÇÑ °íÂû {A study for optimized Anchor bolt design for Storage Tank} (ÃÖÃÊ ÀÛ¼º : 2016.08.01., ÃÖÁ¾ ¼öÁ¤ÀÏ : 2016.08.07.) ÀúÀÚ : RYU-CHANG MYONG / P.E (±â¼ú»ç ·ùâ¸í / °Ç¼³±â°è±â¼ú
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·Î ³ªÅ¸³»°í ÀÖÀ½À» ¾Ë ¼ö ÀÖ´Ù. ÁÖÁ¦¾î : API 650, Storage Tank, Anchor bolt, Anchor bolt
sizing, base plate thickness ÀúÀåÅÊÅ©, ¾ÓÄ«º¼Æ®¼³°è, ¾ÓÄ«º¼Æ®±Ô°Ý, ¾ÓÄ«º¼Æ® ¿ä±¸±æÀÌ, ¾Ó
Ä«º¼Æ® ¸Å¼³±íÀÌ ABSTRACT: Generally, Strage Tank design conform to related
regulation such as API 650 or AISC Standards, However,
Anchor bolt design should be performed considering the
effects on other design components of base plate and Civil
construction design. Unless otherwise reasonable design, it
makes that much more cost rather than expected cost and
delivery. Therefore this paper describes the important of
design consideration for Anchor Bolt sizing and what is
required for determination of its size. Especially, this
paper focus on how is the related to Anchor bolt load of
wind and seismic where anchor bolt is not required for some
case of storage tank condition and thereby also, we can get
an optimum size of anchor bolt and quantity as well as base
plate thickness. Particularly, here is the more important
thing, the required thickness of base plate is nearly
similar to diameter of anchor bolt. And also required embed
length of anchor bolt is approximately 12 times bolt
diameter of which effect length is 4 times of that. *********************************************¸ñ Â÷
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