Formwork assembly for a poured concrete structure
    1.
    发明授权
    Formwork assembly for a poured concrete structure 失效
    用于浇注混凝土结构的模板组件

    公开(公告)号:US4742985A

    公开(公告)日:1988-05-10

    申请号:US798749

    申请日:1985-11-15

    Applicant: Hugo Mathis

    Inventor: Hugo Mathis

    CPC classification number: E04G9/06 E04G11/062 E04G11/065 E04G11/12

    Abstract: A formwork assembly for a poured concrete structure includes a plurality of formwork panels and girder-like members for supporting the panels. The panels comprise a concrete surface forming sheet and laterally spaced flange-like support members on the outside surface of the panel. The panel sheet is formed of an elastically deformable material so that the panel can follow the configuration of a curved surface of the concrete structure. The support members on the panels are notched or recessed at their ends so that the aligned support members on adjoining panels form a cutout to which the girder-like member is secured.

    Abstract translation: 用于浇注混凝土结构的模板组件包括多个模板和用于支撑板的梁状构件。 面板包括混凝土表面形成片和在面板的外表面上的横向隔开的凸缘状支撑构件。 面板由可弹性变形的材料形成,使得面板可以跟随混凝土结构的曲面的构造。 面板上的支撑构件在其端部处被切口或凹陷,使得邻接面板上的对准的支撑构件形成切口,大梁状构件固定到该切口。

    Formwork component
    2.
    发明授权
    Formwork component 失效
    模板组件

    公开(公告)号:US5375810A

    公开(公告)日:1994-12-27

    申请号:US38532

    申请日:1993-03-29

    Applicant: Hugo Mathis

    Inventor: Hugo Mathis

    CPC classification number: E04G17/04 E04G17/14

    Abstract: A formwork component for the erection of cast structural walls, particularly for the erection of concrete walls. The formwork components includes a formwork plate with stiffening elements, for example, frames or girders, being mounted at the rear side of the formwork plate. Rails are provided on at least two oppositely located edges of the formwork plate. When several formwork plates are located next to each other or one above the other, the rails are located next to each other. The rails are connected by connecting elements, such as screws, clamps, or braces. Positioning, elements are provided on the rails. The positioning elements are projections and abutments which receive the projections and have a shape corresponding to that of projections.

    Abstract translation: 用于建造铸造结构墙的模板部件,特别是用于竖立混凝土墙壁。 模板部件包括具有加强元件(例如,框架或桁架)的模板,安装在模板的后侧。 轨道设置在模板的至少两个相对定位的边缘上。 当多个模板相邻或彼此靠近放置时,轨道彼此相邻。 轨道通过连接元件连接,例如螺钉,夹具或支架。 定位,元件设在轨道上。 定位元件是接收突起并且具有与突起相对应的形状的突起和基台。

    Method of forming a circumferentially closed concrete wall having the same cross-section over the entire height thereof
    3.
    发明授权
    Method of forming a circumferentially closed concrete wall having the same cross-section over the entire height thereof 失效
    在其整个高度上形成具有相同横截面的周向封闭混凝土墙的方法

    公开(公告)号:US06921501B2

    公开(公告)日:2005-07-26

    申请号:US10288872

    申请日:2002-11-06

    Applicant: Hugo Mathis

    Inventor: Hugo Mathis

    CPC classification number: E04G11/28

    Abstract: A method of forming a circumferentially closed wall having the same cross-section over its entire length included providing at least two circumferentially closed inner falseworks each formed of circumferentially closed inner part and a circumferentially closed climbing strip releasably securable to an upper end of the main part. A concrete wall is formed in a plurality of concrete-placing steps, with use of the inner falseworks in more than one step. In a first concrete-placing step, an initial section of a concrete wall is formed. In each subsequent concrete-placing step, a circumferentially closed concrete wall section is formed on an upper end of an already formed section of the concrete wall.

    Abstract translation: 在其整个长度上形成具有相同横截面的周向闭合的壁的方法包括提供至少两个周向封闭的内部工件,每个圆周闭合的内部工件由周向封闭的内部部分形成,并且周向封闭的攀爬条可释放地固定到主要部分的上端 。 在多个混凝土浇筑步骤中形成一个混凝土墙,其中使用内部脚手不止一个步骤。 在第一混凝土浇筑步骤中,形成混凝土壁的初始部分。 在每个随后的混凝土浇筑步骤中,在混凝土墙的已经形成的部分的上端上形成周向封闭的混凝土壁部分。

    Formwork arrangement for erecting a structural wall
    4.
    发明授权
    Formwork arrangement for erecting a structural wall 失效
    形成结构墙的工作安排

    公开(公告)号:US5109953A

    公开(公告)日:1992-05-05

    申请号:US698132

    申请日:1991-05-10

    Applicant: Hugo Mathis

    Inventor: Hugo Mathis

    CPC classification number: E04G11/28

    Abstract: A formwork arrangement for erecting a structural wall of castable material, for example, of concrete. The arrangement includes at least one work platform and formwork plates which have a large surface area. For erecting the structural wall, the formwork plates and the work platform are progressively vertically raised by the height of the formwork plates. A support frame which extends parallel to the platform is provided above the formwork plates of a formwork section. Horizontally extending rails which are horizontally spaced from each other are mounted on the support frame. The rails can be swiveled about a vertical axis. A carriage is slidably mounted on each of the rails. Each carriage has a suspended anchor member on a side facing the formwork plate. The anchor member can be connected to an upper edge of the formwork plates.

    Abstract translation: 用于竖立可浇注材料(例如混凝土)的结构壁的模板布置。 该装置包括至少一个具有大表面积的工作平台和模板。 为了竖立结构墙,模板和工作平台由模板的高度逐渐垂直升高。 平行于平台延伸的支撑框架设置在模板部分的模板上方的上方。 水平间隔开的水平延伸的导轨安装在支撑架上。 轨道可以围绕垂直轴线旋转。 滑架可滑动地安装在每个导轨上。 每个托架在面向模板的一侧具有悬挂的锚定构件。 锚定构件可以连接到模板的上边缘。

    Method of lowering a floating body of a floating foundation
    5.
    发明授权
    Method of lowering a floating body of a floating foundation 失效
    降低浮动基础浮体的方法

    公开(公告)号:US06773207B2

    公开(公告)日:2004-08-10

    申请号:US10365792

    申请日:2003-02-12

    Applicant: Hugo Mathis

    Inventor: Hugo Mathis

    CPC classification number: B63B21/502

    Abstract: A method of lowering a floating body of a floating foundation and carrying a structure projecting above the water surface to an end position located beneath the water level, includes threading, through each of the upwardly projecting tubes, which are secured to the floating body above-through-openings formed in the floating body, a cable or a rod and connecting the cable or rod to a set-in-ground anchor, lowering the floating body, with the uptake devices provided at the free ends of the tubes, to the end position of the floating body beneath the water surface against buoyancy of the floating body, and fixidly securing the cables or rods, in the end position of the floating body, to the floating body and cutting off sections of the cables and rods above fixation points of the cables and rods with the floating body and removing the tubes.

    Abstract translation: 一种降低浮动基座的浮体并将突出在水面上方的结构放置在位于水位下方的终端位置的方法包括穿过每个向上突出的管,其被固定到浮体上, 在浮体中形成的通孔,电缆或杆,并且将电缆或杆连接到固定在地锚固体上,使得设置在管的自由端处的吸收装置降低浮体,到达终端 浮体在水面下方的位置抵抗浮体的浮力,并将浮体的终端位置的电缆或杆固定在浮体上,并将电缆和杆的断面部分固定在 电缆和带有浮体的杆,并移除管。

    Concrete form shuttering
    6.
    发明授权
    Concrete form shuttering 失效
    混凝土模板

    公开(公告)号:US4917346A

    公开(公告)日:1990-04-17

    申请号:US163821

    申请日:1988-02-17

    Applicant: Hugo Mathis

    Inventor: Hugo Mathis

    CPC classification number: E04G11/28

    Abstract: A form for erecting structures having an plan shape, any generatrix and possibly changing wall thickness includes an inner form (1) and an outer form (2). Circumferentially closed support rings (5,6) are arranged horizontally spaced from the inner form as well as from the outer form. Radially aligned sleeves (35) are provided in the support rings (5,6). Threaded spindles (7,8) are slidably but fixedly held in the sleeves (35). One end of each threaded spindle (7,8) engages form carriers (11,12) which rest against the form carriers (3,4). The inclination of the form plates (3,4) or the wall thickness of the structure to be erected can thus be adjusted. Web members (13,14) are provided between the form plates (3,4) in circumferential direction of the form, the web members engaging over the form plate edges at the rear sides thereof. The web members have a support (15,16) on the surface facing the structure in the region between the side edges of the spaced-apart form plates (3,4). The thickness of the support (15,16) corresponds approximately to the thickness of the form plates (3,4).

    Abstract translation: PCT No.PCT / EP87 / 00309 Sec。 371日期1988年2月17日 102(e)日期1988年2月17日PCT Filted 1987年6月12日PCT公布。 第WO87 / 07922号公报 日期为1987年12月30日。一种具有平面形状,任何母线和可能变化的壁厚的结构的形式包括内部形式(1)和外部形式(2)。 周向闭合的支撑环(5,6)与内部形式以及外部形式水平间隔地布置。 径向对准的套筒(35)设置在支撑环(5,6)中。 螺纹主轴(7,8)可滑动但固定地保持在套筒(35)中。 每个螺纹心轴(7,8)的一端与形成托架(3,4)连接。 因此,可以调整形成板(3,4)的倾斜度或者要架设的结构的壁厚。 网状构件(13,14)在形状的圆周方向上设置在模板(3,4)之间,腹板构件在其后侧与模板边缘接合。 腹板构件在面向间隔开的形式板(3,4)的侧边缘之间的区域中的结构的表面上具有支撑件(15,16)。 支撑件(15,16)的厚度大致对应于模板(3,4)的厚度。

    Panel for a round form
    7.
    发明授权
    Panel for a round form 失效
    面板圆形

    公开(公告)号:US07494106B2

    公开(公告)日:2009-02-24

    申请号:US11011134

    申请日:2004-12-15

    Applicant: Hugo Mathis

    Inventor: Hugo Mathis

    CPC classification number: E04G11/065

    Abstract: A form panel for a round form comprises a form skin, on a backside of which vertically extending profile rails are disposed, with which horizontally extending curved shaping bars are detachably connected. The shaping bars are each formed by at least two, preferably at least four, cast elements, each of which extends over a large portion of a longitudinal extent of the shaping bars and which are held together by shoes, and, due to a curvature-dependent offset between the cast elements in a longitudinal direction of the shaping bars in each instance at least one, preferably at least two, of the cast elements extend up to a particular front-side end of the shaping bars.

    Abstract translation: 用于圆形的形式面板包括形成表皮,其背面设置有垂直延伸的轮廓轨道,水平延伸的弯曲成形条可拆卸地连接。 成形条各自由至少两个,优选至少四个铸造元件形成,每个铸造元件在成形条的纵向范围的大部分上延伸并且由鞋保持在一起,并且由于曲率 - 在各种情况下,成形条的纵向方向上的铸造元件之间的依赖偏移至少一个,优选至少两个的铸造元件延伸到成形条的特定前侧端。

    Formwork element of a round formwork
    8.
    发明申请
    Formwork element of a round formwork 失效
    圆形模板的模板元素

    公开(公告)号:US20050127268A1

    公开(公告)日:2005-06-16

    申请号:US11011134

    申请日:2004-12-15

    Applicant: Hugo Mathis

    Inventor: Hugo Mathis

    CPC classification number: E04G11/065

    Abstract: A formwork element of a round formwork comprises a form skin (1), on the backside of which vertically extending profile rails (3, 4) are disposed, with which horizontally extending curved shaping bars (13) are detachably connected. The shaping bars (13) are each formed by at least two, preferably at least four, cast elements (14), each of which extends over a large portion of the longitudinal extent of the shaping bar (13), and which are held together by shoes (15), and, due to a curvature-dependent offset (v) between the cast elements (14) in the longitudinal direction of the shaping bar (13) in each instance at least one, preferably at least two, of the cast elements (14) extend up to the particular front-side end (16, 17) of the shaping bar (13).

    Abstract translation: 圆形模板的模板元件包括形成表皮(1),其背面设置有垂直延伸的轮廓轨道(3,4),水平延伸的弯曲成形条(13)可拆卸地连接在其上。 成型条(13)各自由至少两个,优选至少四个铸造元件(14)形成,每个铸造元件(14)在成形条(13)的纵向范围的大部分上延伸,并且彼此保持在一起 通过鞋(15),并且由于在成形条(13)的纵向方向上的铸造元件(14)之间的曲率依赖偏移(v),在每种情况下至少一个,优选至少两个 铸造元件(14)延伸到成形条(13)的特定前侧端(16,17)。

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