GRIP REINFORCING BAR AND METHOD OF PRODUCING SAME
    1.
    发明申请
    GRIP REINFORCING BAR AND METHOD OF PRODUCING SAME 审中-公开
    GRIP增强棒及其生产方法

    公开(公告)号:US20150135629A1

    公开(公告)日:2015-05-21

    申请号:US14401924

    申请日:2013-05-17

    Applicant: Marcel Matiere

    Inventor: Marcel Matiere

    Abstract: A reinforcing bar with improved adherence for reinforced concrete component, consists of a metal profile section (1) in the form of a flattened strip of rectangular cross section with two opposite wide faces (10, 10′) on which longitudinally separated projecting anchoring portions are formed.

    Abstract translation: 具有改进的钢筋混凝土构件粘附性的钢筋由具有两个相对的宽面(10,10')的扁平带状的矩形横截面形状的金属型材截面(1)组成,纵向分离的突出锚固部分 形成。

    Reinforcing cage for an armored concrete element
    2.
    发明授权
    Reinforcing cage for an armored concrete element 有权
    用于装甲混凝土构件的加固笼

    公开(公告)号:US06701688B2

    公开(公告)日:2004-03-09

    申请号:US09962616

    申请日:2001-09-26

    Applicant: Marcel Matiere

    Inventor: Marcel Matiere

    CPC classification number: E04C5/065 E04C5/064 F16L9/08

    Abstract: 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.

    Abstract translation: 模制的混凝土构件具有分别有效和无源的两个面板,彼此隔开预定的距离,并且之间嵌有一个加强笼。 笼子在中性轴的任一侧具有两层,分别是主动和被动的,间隔开。 每个层具有至少一个预选横截面的纵向实心条,条的间距和横截面相对于要施加的载荷确定,两个层分别平行于模制元件的两个面,并且是 通过横向连接装甲连接。

    Modular construction system for a covered structure
    3.
    发明授权
    Modular construction system for a covered structure 失效
    覆盖结构的模块化施工系统

    公开(公告)号:US4685829A

    公开(公告)日:1987-08-11

    申请号:US887107

    申请日:1986-07-02

    Applicant: Marcel Matiere

    Inventor: Marcel Matiere

    CPC classification number: E02D29/045 F16L9/22

    Abstract: The invention relates to a modular construction system for a covered structure of large section produced by assembling prefabricated elements, namely floor elements (1), side elements (2) placed on each side of the floor, and roof elements (4).The structure according to the invention is composed of at least two juxtaposed passage sections (S, S') having parallel axes (0, 0'), each bounded at the bottom by a floor element (1, 1') and at the top by a roof element (4, 4') and, at the sides, on the outside by a side element (2, 2') and on the inside by at least one intermediate pier (6) supported on the ground by means of a sole piece (7) interposed between the adjacent longitudinal sides (11, 11') of the two floor elements (1, 1') which frame it, said pier (6) being provided at the top with a longitudinal member (5) comprising two side walls (52) diverging in V-shape to form on each side of a median plane P1 two support surfaces (53) in the form of concave grooves on which rest the adjacent longitudinal sides (41) of the two roof elements (4, 4') framing the intermediate pier (6).

    Abstract translation: PCT No.PCT / FR85 / 00310 Sec。 371日期:1986年7月2日 102(e)日期1986年7月2日PCT提交1985年11月4日PCT公布。 出版物WO86 / 02967 日期:1986年5月22日本发明涉及一种用于通过组装预制构件(即地板元件(1)),放置在地板每侧的侧构件(2)以及屋顶元件 (4)。 根据本发明的结构由具有平行轴线(0,0')的至少两个并置的通道部分(S,S')组成,每个通道部分在底部由地板元件(1,1')和顶部 通过一个屋顶元件(4,4'),并且在侧面在侧面通过侧面元件(2,2')在外侧上并且在内侧上由至少一个支撑在地面上的中间码头(6)借助于 底板(7)插入在两个框架构件的两个地板元件(1,1')的相邻的纵向侧面(11,11')之间,所述墩子(6)在顶部设置有纵向构件(5),所述纵向构件(5)包括 两个侧壁(52)以V形分叉形成在中间平面P1的两侧上,两个支撑表面(53)为凹槽,其中两个屋顶元件(4)的相邻纵向侧面 ,4')构成中间码头(6)。

    METHOD FOR PRODUCING A REINFORCED CONCRETE PART, AND THUS-PRODUCED PART
    4.
    发明申请
    METHOD FOR PRODUCING A REINFORCED CONCRETE PART, AND THUS-PRODUCED PART 审中-公开
    生产加固混凝土部件的方法,以及生产部件的方法

    公开(公告)号:US20110244211A1

    公开(公告)日:2011-10-06

    申请号:US13133555

    申请日:2009-12-09

    Applicant: Marcel Matiere

    Inventor: Marcel Matiere

    CPC classification number: E04C5/03 E04C5/0604 Y10T428/249923

    Abstract: A method for producing a reinforced concrete part, having a tensioned portion subjected to pull stresses and tending to stretch under the load, and which includes a reinforcing frame with at least one tensioned longitudinal bar rigidly connected to the concrete by an adhesive connection that determines a tangential adhesive stress along the bar that varies on the basis of applied pull stresses. Each tensioned longitudinal bar has, on at least one portion of the length thereof, a discontinuous series of spaced blocking areas that each include a plurality of elements for anchoring into the concrete and which are separated from each other by a series of sliding areas, in each of which an increase in the adhesion stress above a limit value causes the bar to disengage, without disrupting the concrete, on at least a portion of the length between the two blocking areas with an extension of the bar corresponding to applied pull stresses, the extension being distributed over the entire length of the disengaged portion of the bar.

    Abstract translation: 一种用于生产钢筋混凝土部件的方法,其具有经受拉应力并且倾向于在负载下拉伸的张紧部分,并且其包括加强框架,所述加强框架具有至少一个张紧的纵向杆,其通过粘合剂连接刚性地连接到混凝土, 沿着棒的切向粘合应力基于所施加的拉应力而变化。 每个张紧的纵向杆在其长度的至少一部分上具有不连续的一系列间隔开的阻挡区域,每个区域包括多个用于锚固到混凝土中并且通过一系列滑动区域彼此分离的元件, 其中每个粘附应力都高于极限值,导致杆在不破坏混凝土的情况下脱离两个阻挡区域之间的长度的至少一部分,其中杆的延伸部对应于施加的拉应力, 延伸部分布在杆的脱离部分的整个长度上。

    Sealed and resistant tank
    5.
    发明授权
    Sealed and resistant tank 失效
    密封和耐油罐

    公开(公告)号:US06874651B2

    公开(公告)日:2005-04-05

    申请号:US10468100

    申请日:2002-02-15

    Applicant: Marcel Matiere

    Inventor: Marcel Matiere

    CPC classification number: E04H4/0087 E04H7/18

    Abstract: The invention concerns a tank for a fluid product, having a bottom (4) and a resistant side wall (10) composed of juxtaposed prefabricated panels (1) each comprising a wall element (2) covered, on an internal face (22), with a continuous sealing sheet (3) extended by three sections (33, 33′, 34) which cover respectively the lateral sides (23, 23′) and the lower side (24) of the wall element (2) and overlap on the outside of the wall (10). Said panels are placed on a slab (4) covered with a sealing sheet (42) and the adjacent overlapping sections of the sealing sheets (3, 42) covering the set of the panels (1) and the bottom (4) are connected together in a sealed fashion.Such a tank which is easy to build and to maintain, can contain drinking water or a polluting product.

    Abstract translation: 本发明涉及一种用于流体产品的罐,具有底部(4)和由并置的预制板(1)组成的阻力侧壁(10),每个板包括覆盖在内表面(22)上的壁元件(2) 具有分别覆盖壁元件(2)的侧面(23,23')和下侧(24)的三个部分(33,33',34)延伸的连续密封片(3),并且重叠在 在墙外(10)。 所述面板放置在覆盖有密封片(42)的板坯(4)上,并且覆盖该组面板(1)和底部(4)的密封片(3,42)的相邻重叠部分连接在一起 这种容易建造和维护的罐子可以容纳饮用水或污染产品。

    Conduit for the circulation of fluid
    6.
    发明授权
    Conduit for the circulation of fluid 失效
    导管用于流体的流通

    公开(公告)号:US5904185A

    公开(公告)日:1999-05-18

    申请号:US765422

    申请日:1996-12-30

    Applicant: Marcel Matiere

    Inventor: Marcel Matiere

    CPC classification number: F16L9/22 E02B9/06 E02D29/05 Y02E10/22 Y02P70/525

    Abstract: A conduit for the circulation of fluid under pressure comprising a tubular enclosure delimited by a thin wall and fixed on a rigid base slab of molded material. The upper part of the enclosure comprises, in cross-section, at least three thin wall segments, including two lateral segments each extending from a lower side to an upper side, and at least one upper segment closing the enclosure by connecting the upper sides of the lateral segments. Each lateral thin wall segment is joined to a rigid support element of molded material fixed at its base to the corresponding side of the slab and comprising an inner surface conjugate with that of the lateral segment onto which the latter is applied. The inner surface extends from the level of the upper surface of the slab as to a level sufficient to maintain the rigidity of the lateral segment over its entire height.

    Abstract translation: PCT No.PCT / FR95 / 00868 Sec。 371日期1996年12月30日第 102(e)日期1996年12月30日PCT提交1995年6月28日PCT公布。 公开号WO96 / 00867 日期1996年1月11日用于在压力下流体流体的管道,包括由薄壁限定并固定在模制材料的刚性基底板上的管状外壳。 外壳的上部截面包括至少三个薄壁段,包括两个从下侧延伸到上侧的横向段,以及至少一个上部段,其通过将 横向段。 每个横向薄壁部分连接到模制材料的刚性支撑元件,该刚性支撑元件固定在其基部处的板坯的相应侧部,并且包括内表面与外侧部分的外表面共轭。 内表面从板的上表面延伸到足以维持横向段在其整个高度上的刚度的水平。

    Conduit for circulation of fluid under pressure
    7.
    发明授权
    Conduit for circulation of fluid under pressure 失效
    用于在压力下流体流通的管道

    公开(公告)号:US06484758B2

    公开(公告)日:2002-11-26

    申请号:US09289183

    申请日:1999-04-09

    Applicant: Marcel Matiere

    Inventor: Marcel Matiere

    CPC classification number: E02D27/46 E02B9/06 E02D29/05 F16L9/22 Y02E10/22

    Abstract: The invention relates to a conduit for circulation of fluid comprising a sealed pipe (A) fixed to a rigid supporting body (B) comprising a horizontal base having a lower face bearing on a laying surface (C) and two lateral wings going up vertically along the sites of the lower section of the pipe (A), said supporting body (B) comprising, on either side of the tubular enclosure (A), a single-piece portion (31, 31′) having, as a transversal section, a L-shaped profile comprising a substantially vertical branch (32) forming the wing extending along the corresponding side of the enclosure (A) and a substantially horizontal branch (33) extending beneath the former in order to form at least a portion of the base (3) of the supporting body (B) resting on the ground (C).

    Abstract translation: 本发明涉及一种用于流体循环的导管,其包括固定到刚性支撑体(B)的密封管(A),该密封管(A)包括在铺设表面(C)上具有下表面轴承的水平基座和沿着垂直方向垂直升起的两个侧翼 管(A)的下部的位置,所述支撑体(B)在管状外壳(A)的任一侧上包括具有作为横向截面的单件部分(31,31'), L形轮廓,其包括形成沿壳体(A)的相应侧延伸的基本上垂直的分支(32),以及在成形器下方延伸的基本上水平的分支(33),以形成基部的至少一部分 (B)的地面(3)位于地面(C)上。

    Semi-buried structure formed on a mountainside
    8.
    发明授权
    Semi-buried structure formed on a mountainside 失效
    在山上形成的半结构结构

    公开(公告)号:US5199819A

    公开(公告)日:1993-04-06

    申请号:US719008

    申请日:1991-06-21

    Applicant: Marcel Matiere

    Inventor: Marcel Matiere

    CPC classification number: E04B7/08 E01F7/045

    Abstract: A process for the construction of a semi-buried structure for the protection of a subgrade formed on a mountainside, and the structure thus constructed. The structure consists entirely of precast concrete elements forming a succession of adjacent sections, each consisting of three precast elements, respectively an upper covering element bearing, via longitudinal articulations, on two side elements comprising, respectively, a solid wall on the uphill side and at least one pillar on the downhill side, and each provided with a widened footing enabling the element simply to be placed on the ground, and with an upper portion in the form of a stringer on which are formed longitudinal portions for the articulated bearing of the corresponding lateral edge of the covering element. The invention applies, in particular, to the protection of highways or railroad tracks in mountainous locations.

    Abstract translation: 用于建造用于保护在山腰上形成的路基的半埋式结构的方法以及如此构造的结构。 该结构完全由预制混凝土构件组成,该混凝土构件形成一连串的相邻区段,每个预制构件分别由三个预制构件组成,分别通过纵向铰接件在上部侧部元件上分别具有上部覆盖件轴承,该两个侧部元件分别包括上坡侧的实心壁和 在下坡侧具有至少一个支柱,并且每个都设置有加宽的基脚,使得该元件能够简单地放置在地面上,并且具有形成纵梁形式的上部,其上形成有相应的铰接轴承的纵向部分 覆盖元件的侧边缘。 本发明尤其适用于在山区保护高速公路或铁路轨道。

    Underground tubular structural system and process for producing it
    9.
    发明授权
    Underground tubular structural system and process for producing it 失效
    地下管道结构体系及其生产工艺

    公开(公告)号:US5092710A

    公开(公告)日:1992-03-03

    申请号:US506288

    申请日:1990-04-06

    Applicant: Marcel Matiere

    Inventor: Marcel Matiere

    CPC classification number: F16L9/22 E03F3/04 E03F5/022 F16L9/18

    Abstract: An underground tubular structural system capable of having a very large cross section, for the construction of urban or rural conduits, underground passages and other civil engineering installations. At least two conduits (S1) (S2), namely a high conduit (S2) and a low conduit (S1), are superposed and at least the high conduit is formed in cross section by at least two prefabricated elements, namely a lower element (4) (6) in the shape of an inverted U capping the low conduit (S1) and bearing along two lateral sides (14) of the latter and an upper covering element (2') (5) capping the lower element (4) (6) of the high conduit and closing the section (S2) towards the top. One or more supplementary conduits can easily be added to an already existing conduit.

    Abstract translation: 一种能够具有非常大横截面的地下管状结构系统,用于城市或农村管道的建设,地下通道和其他土木工程设施。 至少两个导管(S1)(S2),即高导管(S2)和低导管(S1)重合,并且至少高导管至少由两个预制元件形成横截面,即下部元件 (4)(6)以倒U的形式封盖低导管(S1)和沿其后部的两个侧面(14)的轴承,以及覆盖下部元件(4)的上部覆盖元件(2')(5) )(6),并将部分(S2)朝向顶部关闭。 一个或多个辅助管道可以容易地添加到已经存在的管道中。

    Underground tubular structural system and process for producing it
    10.
    发明授权
    Underground tubular structural system and process for producing it 失效
    地下管状结构体系及其生产工艺

    公开(公告)号:US5281053A

    公开(公告)日:1994-01-25

    申请号:US838681

    申请日:1992-02-21

    Applicant: Marcel Matiere

    Inventor: Marcel Matiere

    CPC classification number: F16L9/22 E03F3/04 E03F5/022 F16L9/18

    Abstract: An underground tubular structural system capable of having a very large cross section, for the construction of urban or rural conduits, underground passages and other civil engineering installations. At least two conduits (S1) (S2), namely, a high conduit (S2) and a low conduit (S1), are superposed and at least the high conduit (S2) is formed in cross section by at least two prefabricated elements, namely a lower element (4) (6) in the shape of an inverted U capping the low conduit (S1) and bearing along two lateral sides (14) of the latter and an upper covering element (2') (5) capping the lower element (4) (6) of the high conduit and closing the section (S2) towards the top. One or more supplementary conduits can easily be added to an already existing conduit.

    Abstract translation: 一种能够具有非常大横截面的地下管状结构系统,用于城市或农村管道的建设,地下通道和其他土木工程设施。 至少两个导管(S1)(S2),即高导管(S2)和低导管(S1)重合,并且至少高导管(S2)通过至少两个预制构件的横截面形成, 即倒U形状的下部元件(4)(6),其覆盖低导管(S1)并沿着后者的两个横向侧面(14)延伸,并且上部覆盖元件(2')(5) 下部元件(4)(6),并将部分(S2)朝向顶部关闭。 一个或多个辅助管道可以容易地添加到已经存在的管道中。

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