IPC분류정보
국가/구분 |
United States(US) Patent
등록
|
국제특허분류(IPC7판) |
|
출원번호 |
US-0962616
(2001-09-26)
|
우선권정보 |
FR-0012236 (2000-09-26) |
발명자
/ 주소 |
|
출원인 / 주소 |
- Societe Civile de Brevets Matiere
|
대리인 / 주소 |
Connolly Bove Lodge & Hutz LLP
|
인용정보 |
피인용 횟수 :
4 인용 특허 :
4 |
초록
▼
A molded concrete member has two facings, respectively active and passive, spaced from one another by a preselected distance, and between which is embedded a reinforcing cage. The cage has, on either side of a neutral axis, two layers, respectively active and passive, which are separated by a spacin
A molded concrete member has two facings, respectively active and passive, spaced from one another by a preselected distance, and between which is embedded a reinforcing cage. The cage has, on either side of a neutral axis, two layers, respectively active and passive, which are separated by a spacing. Each layer has at least one longitudinal solid bar of preselected cross-section, the spacing and the cross-section of the bars being determined in relation to loads to be applied, the two layers are respectively parallel to both facings of the molded element and are connected by transverse linking armoring.
대표청구항
▼
1. A construction element comprising: a moulded concrete member having two facings, respectively active and passive, spaced from one another by a preselected distance, and between which is embedded a reinforcing cage having, on either side of a neutral axis, two layers, respectively active and pa
1. A construction element comprising: a moulded concrete member having two facings, respectively active and passive, spaced from one another by a preselected distance, and between which is embedded a reinforcing cage having, on either side of a neutral axis, two layers, respectively active and passive, which are separated by a spacing, each layer having at least one longitudinal solid bar of preselected cross-section, said spacing and said cross-section of the bars being determined in relation to loads to be applied, said two layers being respectively parallel to both facings of said moulded element and being connected by transverse linking armouring; wherein each longitudinal bar of at least one layer of the reinforcing case being a flat bar with two flat faces and having preselected width and thickness, an external face turned towards a corresponding facing and an internal face turned towards the neutral axis, wherein said width and thickness are determined to provide said cross-section of the bar; and wherein said transverse linking armouring includes at least one elongated metal element, welded alternately on the internal faces of two corresponding flat bars, respectively of the active and of the passive layers, and wherein each facing of the molded element is placed at a preselected minimum encasing distance from the external face of the corresponding longitudinal flat bar, in order to provide the construction element with the thickness just necessary to provide a preselected strength; and further wherein the transverse linking armouring between two respectively active and passive longitudinal flat bars comprise at least one undulated band welded alternately on the internal faces of the flat bars. 2. A construction element according to claim 1, further wherein the thickness (H) of the element corresponding to the distance between the facings is equal to: H=h+b+e/2 wherein (h) is the distance, calculated in relation to the loads applied between the center of gravity of the said longitudinal flat bar and the facing of the element placed on the other side of the neutral axis; (b) is a required minimum encasing distance between the external face of the longitudinal flat bar and the corresponding facing of the element and (e) is the thickness of the longitudinal flat bar. 3. A construction element according to claim 1, wherein said reinforcing cage comprises at least two armouring sections centered on planes at right-angles to the facings of the element and connected by joining bars, wherein each section comprises at least two longitudinal flat bars spaced from one another and whereby the joining bars have metal bands transverse to the longitudinal flat bars and are welded to the internal faces of the flat bars. 4. A construction element according to claim 3, wherein the element has two substantially cylindrical curved faces and the longitudinal flat bars of each armouring section are curved so that their external faces are parallel, respectively to the corresponding facings of the element. 5. A construction element according to claim 1, wherein the transverse linking armouring between two respectively active and passive longitudinal flat bars comprise a series of distinct elements each composed of a band with two bent ends respectively on the internal faces of both longitudinal flat bars. 6. A construction element according to claim 1, wherein the element has two substantially cylindrical curved faces and the longitudinal flat bars of each armouring section are curved so that their external faces are parallel, respectively to the corresponding facings of the element.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.