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公开(公告)号：US4685829A
公开(公告)日：1987-08-11
申请号：US887107
申请日：1986-07-02
申请人： Marcel Matiere
发明人： Marcel Matiere
IPC分类号： E01F5/00 , E02D29/045 , E04B1/32 , F16L1/038 , F16L9/22
CPC分类号： E02D29/045 , F16L9/22
摘要： 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).
摘要翻译： 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）。
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公开(公告)号：US5199819A
公开(公告)日：1993-04-06
申请号：US719008
申请日：1991-06-21
申请人： Marcel Matiere
发明人： Marcel Matiere
摘要： 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.
摘要翻译： 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。
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公开(公告)号：US5092710A
公开(公告)日：1992-03-03
申请号：US506288
申请日：1990-04-06
申请人： Marcel Matiere
发明人： Marcel Matiere
摘要： 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.
摘要翻译： 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。
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公开(公告)号：US5281053A
公开(公告)日：1994-01-25
申请号：US838681
申请日：1992-02-21
申请人： Marcel Matiere
发明人： Marcel Matiere
摘要： 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.
摘要翻译： 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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公开(公告)号：US5180254A
公开(公告)日：1993-01-19
申请号：US772242
申请日：1991-10-07
申请人： Marcel Matiere
发明人： Marcel Matiere
摘要： A fluid-conveying conduit of large cross section for conveying fluid under high pressure, formed by assembling on a laying surface a plurality of prefabricated longitudinal elements placed in sequence and comprising, in transverse section, a lower base and a vault having two lateral edges connected to the base by sealingly joining longitudinal members. The longitudinal joining members consist of two parallel metallic profiled members rigidly connected to one another by at least one crosspiece and fixed to a slab forming the base of the conduit, and the vault consists of at least one thin wall element and is sealingly fixed by its two lateral edges along two longitudinal profiled members.
摘要翻译： 一种用于在高压下输送流体的大横截面的流体输送导管，其通过在铺设表面上组装多个预先布置的纵向元件而形成，所述多个预制纵向元件依次放置，并且在横截面中包括连接有两个侧边缘的下基部和拱顶 通过密封地连接纵向构件到基座。 纵向连接构件由两个平行的金属构件构成，两个平行的金属构件通过至少一个横档彼此刚性连接并固定到形成导管底部的平板上，拱顶由至少一个薄壁构件组成，并由其密封地固定 沿着两个纵向剖面构件的两个侧边缘。
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公开(公告)号：US4869294A
公开(公告)日：1989-09-26
申请号：US157157
申请日：1988-02-11
申请人： Marcel Matiere
发明人： Marcel Matiere
CPC分类号： F16L9/22 , E02D29/045 , E03F3/04 , E21D11/08
摘要： A buried conduit consisting, in transverse cross-section, of a lower component (2) and a covering upper component (1) which bears on the upper part of the side walls (22) of the lower component (2) by means of lengthwise bearing members (3). According to the invention, the upper component (1) forms an arched vault made so as to have sufficient flexibility to distort slightly under the effect of the forces to which it is subjected, and the lower component (2) is made so as to resist, without distortion, the forces transmitted by the ground and by the upper component (1), both components being fixed to each other along the lengthwise bearing members (3) and the latter consisting of socket joints, so as to permit the bearing parts of the distortable upper component to pivot without sliding relative to the undistortable lower component.
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公开(公告)号：US4693635A
公开(公告)日：1987-09-15
申请号：US522169
申请日：1983-07-15
申请人： Marcel Matiere
发明人： Marcel Matiere
IPC分类号： E04H7/26 , E04H20060101 , E04H7/28 , E04H7/30 , E04H9/10 , E04H9/12 , E21D20060101 , E21D11/08 , E21D11/15 , F16L20060101 , F16L9/22 , E03F3/00 , E21D11/00
摘要： A method for producing cylindrical hollow bodies bearing on the ground along one generatrice, of large cross sectional area, by assembling on site previously prepared longitudinal components.The method consists in determining by calculation the optimum cross-sectional profile of said hollow body as a function of known parameters concerning the site, conditions of use of said hollow body and its inherent characteristics; divising said optimum cross-sectional profile into adjacent sections each corresponding to a longitudinal component of the hollow body and together providing a substantially continuous interior surface; and giving the transverse wall section of at least some of said components a variable thickness for adapting the latter component to the stresses to be exerted thereon.
摘要翻译： PCT No.PCT / FR82 / 00177 Sec。 371日期1983年7月15日 102（e）日期1983年7月15日PCT提交1982年10月29日PCT公布。 出版物WO83 / 01823 日期：1983年5月26日。一种用于生产圆形中空体的方法，该方法通过在现场预先制备的纵向部件上组装而沿着具有大截面积的一个主体在地面上承载。 该方法包括通过计算确定所述中空体的最佳横截面轮廓作为关于所述中空体的部位，使用条件及其固有特性的已知参数的函数; 将所述最佳横截面轮廓划分成相应的部分，每个对应于所述中空体的纵向部分并且一起提供基本上连续的内表面; 并且给予所述部件中的至少一些部件的横壁部分具有可变的厚度，以使后者部件适应于施加在其上的应力。
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公开(公告)号：US11199000B2
公开(公告)日：2021-12-14
申请号：US13133555
申请日：2009-12-09
申请人： Marcel Matiere
发明人： Marcel Matiere
摘要： 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.
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公开(公告)号：US5061121A
公开(公告)日：1991-10-29
申请号：US507232
申请日：1990-04-10
申请人： Marcel Matiere
发明人： Marcel Matiere
CPC分类号： E02B9/06 , F16L9/22 , Y02E10/22 , Y02P70/525
摘要： A fluid-conveying conduit of large cross section, formed by assembling on a laying surface a plurality of prefabricated longitudinal elements placed in sequence and comprising, in transverse section, a lower base and a vault having two lateral edges connected to the base by sealingly joining longitudinal members, which consist of two parallel metallic profiled members rigidly connected to one another by at least one crosspiece and fixed to a slab forming the base of the conduit, and the vault consists of at least one thin wall element and is sealingly fixed by its two lateral edges along two longitudinal profiled members. The invention applies especially to the construction of conduits for conveying fluid under pressure, for example for water conveyance, urban heating or penstocks.
摘要翻译： 一种大截面的流体输送导管，其通过在铺设表面上组装多个预制的纵向元件而形成，所述多个预制纵向元件依次放置，并且横截面包括下底座和拱顶，所述底座和拱顶具有通过密封连接 纵向构件，其由两个平行的金属构件构成，两个平行的金属构件通过至少一个横档彼此刚性地连接并且固定到形成导管的底部的平板上，并且拱顶由至少一个薄壁构件组成，并且由它的密封固定 沿着两个纵向剖面构件的两个侧边缘。 本发明特别适用于在压力下输送流体的管道的构造，例如用于输水，城市供热或管道。
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10.发明授权Enclosed structures of very large cross-section, such as conduits, silos or shelters 失效封闭结构非常大的横截面，如导管，筒仓或避难所
公开(公告)号：US4836714A
公开(公告)日：1989-06-06
申请号：US058567
申请日：1987-06-05
申请人： Marcel Matiere
发明人： Marcel Matiere
IPC分类号： E01F5/00 , E03F3/06 , E04H7/28 , E04H7/30 , E04H9/12 , E21D9/00 , E21D11/08 , E21D11/10 , E21D11/15 , F16L9/22
摘要： Enclosing structures having tubular sections which are elliptical in cross-section, each section being an assembly of prefabricated components corresponding to a portion of the cross-section of the tubular section and including side components and a vault forming upper component, and optionally a base component, the side components having stabilizing members at their lowermost ends, joints being provided to integrally interconnect the components to form a unitary structure.
摘要翻译： 具有横截面为椭圆形的管状部分的封闭结构，每个部分是与管状部分的横截面的一部分相对应的预制部件的组件，并且包括侧部部件和拱顶形成上部部件，以及任选的基部部件 侧组件在其最下端具有稳定构件，提供连接件以使部件整体地互连以形成整体结构。
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