[특허]Storage tank with flexible shear pad

The Crom Corporation

검색어에 아래의 연산자를 사용하시면 더 정확한 검색결과를 얻을 수 있습니다.
검색연산자

검색도움말
검색연산자	기능	검색시 예
()	우선순위가 가장 높은 연산자	예1) (나노 (기계 \| machine))
공백	두 개의 검색어(식)을 모두 포함하고 있는 문서 검색	예1) (나노 기계) 예2) 나노 장영실
\|	두 개의 검색어(식) 중 하나 이상 포함하고 있는 문서 검색	예1) (줄기세포 \| 면역) 예2) 줄기세포 \| 장영실
!	NOT 이후에 있는 검색어가 포함된 문서는 제외	예1) (황금 !백금) 예2) !image
*	검색어의 *란에 0개 이상의 임의의 문자가 포함된 문서 검색	예) semi*
""	따옴표 내의 구문과 완전히 일치하는 문서만 검색	예) "Transform and Quantization"

과학기술 지식인프라 ScienceON

연합인증

연합인증 가입 기관의 연구자들은 소속기관의 인증정보(ID와 암호)를 이용해 다른 대학, 연구기관, 서비스 공급자의 다양한 온라인 자원과 연구 데이터를 이용할 수 있습니다.

이는 여행자가 자국에서 발행 받은 여권으로 세계 각국을 자유롭게 여행할 수 있는 것과 같습니다.

연합인증으로 이용이 가능한 서비스는 NTIS, DataON, Edison, Kafe, Webinar 등이 있습니다.

한번의 인증절차만으로 연합인증 가입 서비스에 추가 로그인 없이 이용이 가능합니다.

다만, 연합인증을 위해서는 최초 1회만 인증 절차가 필요합니다. (회원이 아닐 경우 회원 가입이 필요합니다.)

연합인증 절차는 다음과 같습니다.

최초이용시에는
ScienceON에 로그인 → 연합인증 서비스 접속 → 로그인 (본인 확인 또는 회원가입) → 서비스 이용

그 이후에는
ScienceON 로그인 → 연합인증 서비스 접속 → 서비스 이용

연합인증을 활용하시면 KISTI가 제공하는 다양한 서비스를 편리하게 이용하실 수 있습니다.

특허 상세정보

MyON담기

내보내기 페이스북 공유 트위터 공유 카카오톡 공유

Storage tank with flexible shear pad

특허상세정보
국가/구분	United States(US) Patent 등록
국제특허분류(IPC7판)	B65D-090/08 E04H-007/20
미국특허분류(USC)	220/565; 052/223.2; 052/223.3
출원번호	US-0468617 (2009-05-19)
등록번호	US-8684220 (2014-04-01)
발명자 / 주소	Harvey, Kenneth Ryan
출원인 / 주소	The Crom Corporation
대리인 / 주소	Stinson Leonard Street LLP
인용정보	피인용 횟수 : 0 인용 특허 : 12

초록
▼

A concrete storage tank structure comprises a tank including a floor slab having a periphery and a wall having inner and outer faces extending upwardly from the floor slab at a position adjacent the periphery of the latter. The tank structure further includes a shear pad extending outwardly away from the tank from a position adjacent a lower portion of the outer face of the wall. The shear pad and the tank are positioned relative to one another in such a way that a space is provided therebetween and a number of elongated flexible connecting elements are arranged so as to extend through the space in interconnecting relationship relative to the shear pad and the tank. A strip of resilient neoprene elastomeric material is disposed in the space. The shear pad is thus flexibly attached to the tank in such a way that the forces imposed on the wall of the tank by the shear pad during movement of the tank during use are minimized.

대표
청구항
▼

1. A storage tank structure that is resistant to sliding or damage when subjected to external forces imposed thereon as a result of backfilling or movement of adjacent earth comprising: a storage tank including (1) a floor slab lying on a ground surface and having a periphery, and (2) a wall extending upwardly from a position on said floor slab adjacent said periphery, said wall having an outer face;a shear pad extending outwardly away from said tank from a position adjacent a lower portion of said outer face,said shear pad and said tank being positioned relative to one another in such a way that a space is provided therebetween,a plurality of elongated flexible connecting elements extending through said space in a direction outwardly away from said outer face, said elements being disposed in interconnecting relationship relative to the shear pad and the tank,said space being disposed outwardly of said periphery in a position to provide room for flexing of the shear pad relative to the tank when said external forces are imposed on the tank. 2. A storage tank structure as set forth in claim 1, wherein said wall and said floor slab are monolithic. 3. A storage tank structure as set forth in claim 1 or claim 2, wherein said shear pad and said floor slab are generally coplanar. 4. A storage tank structure as set forth in claim 1, wherein said tank structure includes a resilient elastomeric material disposed in said space, and wherein said flexible connecting elements extend through said elastomeric material. 5. A storage tank structure as set forth in claim 1, wherein said flexible connecting elements comprise steel cables. 6. A storage tank structure as set forth in claim 1, wherein said flexible connecting elements are provided with a corrosion resistant coating. 7. A storage tank structure as set forth in claim 5, wherein said flexible connecting elements are provided with a corrosion resistant coating. 8. A storage tank structure as set forth in claim 1, wherein said tank and said shear pad are each constructed of concrete and wherein a plurality of said flexible connecting have one end embedded in said shear pad and an opposite end embedded in said tank. 9. A storage tank structure as set forth in claim 3, wherein said tank and said shear pad are each constructed of concrete and wherein a plurality of said flexible connecting have one end embedded in said shear pad and an opposite end embedded in said tank. 10. A storage tank structure as set forth in claim 9, wherein said flexible connecting elements comprise steel cables. 11. A storage tank structure as set forth in claim 10, wherein said flexible connecting elements are provided with a corrosion resistant coating. 12. A storage tank structure as set forth in claim 11, wherein said tank structure includes a resilient elastomeric material disposed in said space, and wherein said flexible connecting elements extend through said elastomeric material. 13. A storage tank structure as set forth in claim 1 or claim 2, wherein said wall is generally cylindrical. 14. A method for construction of a storage tank structure that is resistant to sliding or damage when subjected to external forces imposed thereon as a result of backfilling or movement of adjacent earth comprising: erecting a storage tank including a floor slab having a periphery and a wall extending upwardly from said floor slab at a position on the floor slab adjacent said periphery, said wall having an outer face, said floor slab lying on a ground surface;forming a shear pad and positioning the same so as to extend outwardly away from said tank from a position adjacent a lower portion of said outer face and so as to provide a space between the shear pad and the tank; andsupplying an elongated flexible connecting element and arranging the same (1) so as to extend through said space in a direction outwardly away from said outer face and (2) in interconnecting relationship relative to the shear pad and the tank,said space being disposed outwardly of said periphery in a position to provide room for flexing of the shear pad relative to the tank when said external forces are imposed on the tank. 15. A method for construction of a storage tank structure that is resistant to sliding or damage as set forth in claim 14, wherein said wall and said floor slab are formed monolithically. 16. A method for construction of a storage tank structure that is resistant to sliding or damage as set forth in claim 14 or claim 15, wherein said shear pad and said floor slab are generally coplanar. 17. A method for construction of a storage tank structure that is resistant to sliding or damage as set forth in claim 14, wherein said tank structure includes a resilient elastomeric material disposed in said space, and wherein said flexible connecting elements extend through said elastomeric material. 18. A method for construction of a storage tank structure that is resistant to sliding or damage as set forth in claim 14, wherein said flexible connecting elements comprise steel cables. 19. A method for construction of a storage tank structure that is resistant to sliding or damage as set forth in claim 14, wherein said flexible connecting elements are provided with a corrosion resistant coating. 20. A method for construction of a storage tank structure that is resistant to sliding or damage as set forth in claim 18, wherein said flexible connecting elements are provided with a corrosion resistant coating. 21. A method for construction of a storage tank structure with that is resistant to sliding or damage as set forth in claim 14, wherein said tank and said shear pad are each constructed of concrete and wherein said flexible connecting element has one end embedded in said shear pad and an opposite end embedded in said tank. 22. A method for construction of a storage tank structure that is resistant to sliding or damage as set forth in claim 16, wherein said tank and said shear pad are each constructed of concrete and wherein said flexible connecting element has one end embedded in said shear pad and an opposite end embedded in said floor slab. 23. A method for construction of a storage tank structure that is resistant to sliding or damage as set forth in claim 21, wherein said flexible connecting elements comprise steel cables. 24. A method for construction of a storage tank structure that is resistant to sliding or damage as set forth in claim 23, wherein said flexible connecting elements are provided with a corrosion resistant coating. 25. A method for construction of a storage tank structure that is resistant to sliding or damage as set forth in claim 24, wherein said tank structure includes a resilient elastomeric material disposed in said space, said flexible connecting elements extending through said elastomeric material. 26. A method for construction of a storage tank structure that is resistant to sliding or damage as set forth in claim 14 or claim 15, wherein said wall is generally cylindrical. 27. A storage tank structure that is resistant to sliding or damage when subjected to external forces imposed thereon as a result of backfilling or movement of adjacent earth comprising: a tank including (1) a floor slab lying on a ground surface and having a periphery, and (2) a wall extending upwardly from a position on said floor slab adjacent said periphery, said wall having an outer face; anda shear pad extending in a direction outwardly away from said tank from a position adjacent a lower portion of said outer face,wherein said shear pad and said tank being positioned relative to one another in such a way that a space is provided therebetween,said shear pad being flexibly attached to said tank by elongated flexible structure extending through said space between the tank and the shear pad in said direction, said elongated flexible structure being arranged to facilitate independent movement of the shear pad relative to the tank during shifting of the tank and such that any forces imposed on the wall of the tank are minimized when the tank is subjected to said external forces, andsaid space being disposed outwardly of said periphery in a position to provide room for flexing of the shear pad relative to the tank when said external forces are imposed on the tank.

이 특허에 인용된 특허 (12)

IPC 상위 출원인

내보내기

상세정보
내보내기 구분	파일저장 인쇄 메일전송
구성항목	관리번호, 국가코드, 자료구분, 상태, 출원번호, 출원일자, 공개번호, 공개일자, 등록번호, 등록일자, 발명명칭(한글), 발명명칭(영문), 출원인(한글), 출원인(영문), 출원인코드, 대표IPC 관리번호, 국가코드, 자료구분, 상태, 출원번호, 출원일자, 공개번호, 공개일자, 공고번호, 공고일자, 등록번호, 등록일자, 발명명칭(한글), 발명명칭(영문), 출원인(한글), 출원인(영문), 출원인코드, 대표출원인, 출원인국적, 출원인주소, 발명자, 발명자E, 발명자코드, 발명자주소, 발명자 우편번호, 발명자국적, 대표IPC, IPC코드, 요약, 미국특허분류, 대리인주소, 대리인코드, 대리인(한글), 대리인(영문), 국제공개일자, 국제공개번호, 국제출원일자, 국제출원번호, 우선권, 우선권주장일, 우선권국가, 우선권출원번호, 원출원일자, 원출원번호, 지정국, Citing Patents, Cited Patents
저장형식	Text(ASCII format) Excel format PIAS분석(.xls)
메일정보	받는사람 (필수) @ 보내는사람 (선택) @ 제목 내용 KISTI 검색결과 이메일 서비스
안내	> 총 건의 자료가 검색되었습니다. > 다운받으실 자료의 인덱스를 입력하세요. (1-10,000) > 검색결과의 순서대로 최대 10,000건 까지 다운로드가 가능합니다. > 데이타가 많을 경우 속도가 느려질 수 있습니다.(최대 2~3분 소요) > 다운로드 파일은 UTF-8 형태로 저장됩니다. 파일의 내용이 제대로 보이지 않을실 때는 웹브라우저 상단의 보기 -> 인코딩 -> 자동선택 여부를 확인하십시오 > ~ > Text(ASCII format) Excel format

과학기술 지식인프라 ScienceON

ScienceON Chatbot

연합인증

특허 상세정보

Storage tank with flexible shear pad

초록
▼

대표
청구항
▼

이 특허에 인용된 특허 (12)

IPC 상위 출원인

과제정보

상세정보조회

원문조회

IPC 상세정보(version : 201201)

연구과제 성과물(0)

참여연구원의 다른 문헌(0)

처리중입니다.

잠시만 기다려주세요.

ScienceON Chatbot

연합인증

특허 상세정보

Storage tank with flexible shear pad

초록 ▼

대표청구항 ▼

이 특허에 인용된 특허 (12)

IPC 상위 출원인

과제정보

상세정보조회

원문조회

IPC 상세정보(version : 201201)

연구과제 성과물(0)

참여연구원의 다른 문헌(0)

처리중입니다.

잠시만 기다려주세요.

초록
▼

대표
청구항
▼