CONCRETE TUBE AND FORMWORK DEVICE AND METHOD FOR PRODUCING SUCH A CONCRETE TUBE

    公开(公告)号:US20210138687A1

    公开(公告)日:2021-05-13

    申请号:US16492605

    申请日:2018-03-02

    申请人: Peri GmbH

    发明人: Werner Brunner

    IPC分类号: B28B21/06 B61B13/10

    摘要: The invention relates to a method for producing a concrete tube (12) for a hyperloop passenger transport system. The concrete tube (12) is concreted in situ by means of a formwork device (10). The formwork device (10) has a formwork carriage (34) which moves forwards during concreting. The formwork carriage (34) has an inner form (20) and an outer form (22) for shuttering the concrete tube (12). An interspace (24) between the inner form (20) and outer form (22) is filled, in particular continuously, with concrete (32). The solidified concrete tube (12) can be supported on pillars (58a, 58b) via bearings. The freshly solidified portion of the concrete tube (12) is preferably supported on the inside by inner rollers (52a, 52b) and on the outside by outer rollers (54a). In order to support the formwork carriage (34) on the pillars (58a, 58b), the formwork device (10) can have supporting rollers (56a, 56b). The invention further relates to the formwork device (10) for implementing the method and to the concrete tube (12) produced by the method for the hyperloop passenger transport system

    Sealing plug for closing an anchor hole in a concrete wall

    公开(公告)号:US10407926B2

    公开(公告)日:2019-09-10

    申请号:US15608933

    申请日:2017-05-30

    申请人: Peri GmbH

    摘要: A sealing plug has an elastic sleeve of thimble-like basic shape. A wound-up band of the sealing plug is inserted in the sleeve. The number of windings or turns of the band can be reduced by rotating the inner end of the band, wherein the outside diameter of the band, and hence the outside diameter of the elastic sleeve, widens. The band can be inserted in pretensioned state into the sleeve and can slacken after insertion into an anchor hole. The band can be expanded in the anchor hole beyond the slackened state of the band. The sealing plug further has a latching mechanism, which prevents back-rotation of the expanded sleeve. The sealing plug enables a radial expansion, and hence a sealing of anchor holes of different diameter, without shortening of the axial sealing surface of the sleeve.

    SCAFFOLDING ARRANGEMENT
    23.
    发明申请

    公开(公告)号:US20170292279A1

    公开(公告)日:2017-10-12

    申请号:US15094002

    申请日:2016-04-08

    申请人: Peri GmbH

    IPC分类号: E04G1/36 E04G1/38 E04G1/15

    CPC分类号: E04G1/38 E04G1/362 E04G27/00

    摘要: The invention relates to a scaffolding arrangement with a scaffolding assembled from individual scaffolding components for internal construction or maintenance work within a coker drum standing upright on the ground and which has a lower end portion with a cross-section which tapers in the direction of the longitudinal axis of the drum towards a closable opening at the lower end of the coker drum, the scaffolding comprising: a support section with several support posts each having a lower and an upper end, the support posts, with their lower ends being supported outside of the coker drum on the ground and each of them, through the opening provided on the lower end of the coker, extending in a vertical direction into the coker drum, wherein the support section comprises several support posts spaced from one another, a support frame comprising a plurality of support beams which are detachably connected to one another, the support frame being attached to and supported by said support section, a first working platform which is arranged on top of the support frame, the first working platform being preferably located within the tapered lower end portion of the coker drum; and a scaffold tower section having one or more further working platforms which is/are each arranged in an axial direction above the first working platform inside the coker drum. The vertical loads of the scaffolding as a whole, are solely transferred to the ground via the said support section of the scaffolding, which is fully self-supported. The invention further relates to a scaffolding for an aforesaid scaffolding arrangement (FIG. 1)

    Method for manufacturing a formwork element
    24.
    发明授权
    Method for manufacturing a formwork element 有权
    制造模板元件的方法

    公开(公告)号:US09279261B2

    公开(公告)日:2016-03-08

    申请号:US14446376

    申请日:2014-07-30

    申请人: Peri GmbH

    IPC分类号: E04G17/04 E04G9/06 E04G17/00

    摘要: A method for manufacturing a formwork element 10 for concrete structures, uses a formwork element having a base body 12 of hollow profile construction with an outer side 14 designed as a form lining. The base body 12 is formed by at least two interlocking sub-segments which are permanently connected to one another at their interlocking edge areas. The sub-segments, such as edge segment and intermediate segment 16, 18, which are advantageously produced through extrusion, are hooked to one another to form an inseparable unit in the connected state.

    摘要翻译: 一种用于制造混凝土结构的模板元件10的方法,使用具有中空型材构造的基体12的模板元件,其外侧14被设计成成型衬层。 基体12由至少两个在其互锁边缘区域彼此永久连接的互锁子段形成。 通过挤出有利地制造的诸如边缘段和中间段16,18的子段彼此钩挂以在连接状态下形成不可分离的单元。

    Method for implementing a rail-guided self-climbing formwork system with climbing rail extension pieces
    25.
    发明授权
    Method for implementing a rail-guided self-climbing formwork system with climbing rail extension pieces 有权
    实施轨道导轨自爬模板系统与攀岩轨道延伸件的方法

    公开(公告)号:US08673189B2

    公开(公告)日:2014-03-18

    申请号:US13677337

    申请日:2012-11-15

    发明人: Artur Schwoerer

    IPC分类号: E04G21/00 E04G11/28

    摘要: A method is proposed for constructing multi-story concrete structures using a rail-guided self-climbing formwork system. A climbing rail is thereby displaced in a vertical direction within lower and upper climbing shoes and a lower extension piece is positioned to extend vertically in a downward direction below a lower end of the climbing rail. The lower extension piece has a length which is less than the length of the climbing rail. The climbing rail is then displaced in the vertical direction until the lower extension piece is captured within the lower climbing shoe. The method simplifies construction of the lower stories of concrete structures.

    摘要翻译: 提出了一种使用轨道导向自爬模板构建多层混凝土结构的方法。 因此,攀爬轨道因此在上下爬坡鞋中沿垂直方向移动,并且下延伸件定位成在攀爬轨道下端下方向下延伸。 下延伸件的长度小于爬坡的长度。 然后,攀爬轨道在垂直方向上移动,直到下部延伸件被捕获在下部爬坡鞋内。 该方法简化了混凝土结构低层建筑。

    Panel formwork systems for forming T-shaped intersections using panel formwork elements with centrally lined up tie holes
    26.
    发明申请
    Panel formwork systems for forming T-shaped intersections using panel formwork elements with centrally lined up tie holes 审中-公开
    用于使用具有中心排列的连接孔的面板模板元件形成T形交叉的面板模板系统

    公开(公告)号:US20130119229A1

    公开(公告)日:2013-05-16

    申请号:US13723218

    申请日:2012-12-21

    申请人: Peri GmbH

    发明人: Artur Schwoerer

    IPC分类号: E04G11/08

    摘要: A panel formwork T-shaped arrangement has panel formwork elements 61, 62 directly bordering an intermediate panel formwork compensation element 53. The associated formlinings 61a, 53a, 62a are in one plane. These formlinings 61a, 53a, 62a delimit on one side the continuous wall 84 of the T-shaped intersection to be produced. The three components 61, 53, 62 are engaged from behind by a crossbar 85 for mechanical stabilization. The two formlinings 55a, 57a delimit on both sides the abutting wall 86 of the T-shaped intersection to be produced. The lateral outer edges 12 and 17 of the inner limb 56 and the panel formwork element 61 are aligned with respect to each other at the edge plane R. The outer edges 78 and 81 of the inner limb 58 and the panel formwork element 62 are also aligned with respect to each other at the edge plane R′.

    摘要翻译: 面板模板T形布置具有直接与中间板模板补偿元件53相邻的板模板元件61,62。相关联的模板61a,53a,62a在一个平面中。 这些组合板61a,53a,62a在一侧限定待生产的T形交叉的连续壁84。 三个部件61,53,62从后面由横杆85接合用于机械稳定。 两个成形衬片55a,57a在两侧限定要被制造的T形交叉的邻接壁86。 内肢56的横向外边缘12和17以及面板模板元件61在边缘平面R处相对于彼此对准。内肢58和面板模板元件62的外边缘78和81也是 在边缘平面R'处相对于彼此对准。

    Ceiling formwork system
    27.
    发明授权
    Ceiling formwork system 有权
    天花板模板系统

    公开(公告)号:US08313079B2

    公开(公告)日:2012-11-20

    申请号:US11988062

    申请日:2006-07-03

    申请人: Artur Schwoerer

    发明人: Artur Schwoerer

    IPC分类号: E04G11/00 E04G17/00

    CPC分类号: E04G11/483

    摘要: The invention relates to a ceiling formwork system comprising several formwork elements, the bottom face of which is provided with supports that can be coupled to heads of vertical props. At least some areas of the cross section of said supports are embodied in a C-shaped manner, with two legs extending from a basic section. One of the legs is designed as a supporting surface that is to rest on a head of a vertical prop while the head of a vertical prop is provided with fixing elements which engage into one respective recess of a supporting surface. Said recess is configured so as to selectively couple the support to the vertical prop in two directions that are offset relative to each other by 90° at the end of the supporting surface which faces away from the basic section.

    摘要翻译: 本发明涉及一种天花板模板系统,其包括多个模板元件,其底面设置有可联接到垂直道具的头部的支撑件。 所述支撑件的横截面的至少一些区域以C形的方式被实施,其中两个腿从基部延伸。 腿中的一个被设计为支撑表面,该支撑表面搁置在垂直支柱的头部上,而垂直支柱的头部设置有固定元件,该固定元件接合到支撑表面的一个相应的凹部中。 所述凹槽被构造成在支撑表面的远离基本部分的端部处相对于彼此相对偏移90°的两个方向选择性地将支撑件耦合到垂直支撑件。

    Anchor rod anchor system of a concrete wall form
    28.
    发明授权
    Anchor rod anchor system of a concrete wall form 有权
    锚杆锚杆系统的混凝土墙体形式

    公开(公告)号:US08220772B2

    公开(公告)日:2012-07-17

    申请号:US12449145

    申请日:2008-01-23

    申请人: Artur Schwoerer

    发明人: Artur Schwoerer

    IPC分类号: E04G17/065 E04G11/08

    CPC分类号: E04G17/0657

    摘要: A locking device (20,21) for an anchor rod (2) of an anchor system of a concrete wall form, has a screw nut element for screwing the anchor rod through a screw thread of the screw nut element. A dome plate can be fastened to a back of a form element (5,6) of the concrete wall form by means of fastening elements (30) and has a spherically shaped plate section with an opening in which the screw nut element is arranged so as to have radial play. The screw nut element has a groove-type radial seat which accommodates the edges of the opening in the spherical plate sections.

    摘要翻译: 用于混凝土墙壁形式的锚固系统的锚杆(2)的锁定装置(20,21)具有用于通过螺母元件的螺纹拧紧锚杆的螺母元件。 圆顶板可以通过紧固元件(30)固定在混凝土墙壁形式的形式元件(5,6)的后部,并且具有带有开口的球形板部分,螺母元件布置在该开口中 有径向游戏。 螺母元件具有容纳球形板部分中的开口的边缘的槽型径向座。

    Concrete shell system including clamping devices having diagonally guided wedges
    29.
    发明授权
    Concrete shell system including clamping devices having diagonally guided wedges 有权
    混凝土外壳系统包括具有对角导向楔的夹紧装置

    公开(公告)号:US08104738B2

    公开(公告)日:2012-01-31

    申请号:US10563405

    申请日:2004-07-02

    申请人: Artur Schwörer

    发明人: Artur Schwörer

    IPC分类号: E04G11/08 E04G17/00

    CPC分类号: E04G17/045 Y10T403/7062

    摘要: A turnbuckle device (12, 13, 14; 20; 35a, 35b, 35c; 44a, 44b, 44c) for clamping concrete shell elements (1, 2), having two claws (15a, 15b, 15c, 16a, 16b, 16c; 21, 22) and a wedge (17a, 17b, 17c; 23; 37a, 37b, 37c; 46a, 46b, 46c), the claws being displaceable toward one another in a clamping direction (34), the wedge being guided in the clamping device along a wedge guiding direction (33), and the scale of the propulsion of the wedge in the turnbuckle device determining the displacement of the claws, is characterized in that the wedge guiding direction and the clamping direction enclose an angle less than 90°. Mutual obstruction of the turnbuckle devices neighboring wedges is thus avoided.

    摘要翻译: 一种用于夹紧具有两个爪(15a,15b,15c,16a,16b,16c)的混凝土外壳元件(1,2)的螺丝扣装置(12,13,14; 20; 35a,35b,35c; 44a,44b,44c) ; 21,22)和楔形件(17a,17b,17c; 23; 37a,37b,37c; 46a,46b,46c),所述爪可沿着夹紧方向(34)彼此相对移动, 所述夹紧装置沿着楔形导向方向(33),以及所述楔形装置中所述楔形装置的推进尺度确定所述爪的位移,其特征在于,所述楔形导向方向和所述夹紧方向包围小于90°的角度 °。 因此避免了螺丝扣装置相邻楔形体的相互阻塞。

    GIRDER ELEMENT FOR CONCRETE FORMWORK COMPRISING A STRUCTURE FOR AUTOMATICALLY COMPENSATING BENDING STRAINS
    30.
    发明申请
    GIRDER ELEMENT FOR CONCRETE FORMWORK COMPRISING A STRUCTURE FOR AUTOMATICALLY COMPENSATING BENDING STRAINS 审中-公开
    包含自动补偿弯曲应变的结构的混凝土构件的GIRDER元件

    公开(公告)号:US20100115860A1

    公开(公告)日:2010-05-13

    申请号:US12451707

    申请日:2008-06-03

    申请人: Hans Braun

    发明人: Hans Braun

    IPC分类号: E04G11/48

    CPC分类号: E04G11/50 E04C3/005 E04G11/56

    摘要: A girder element (1; 21; 31; 41; 53-57) for concrete formwork comprises a girder (4) for receiving external forces (10), a tension rod (5) extending behind the girder (4) and at least one lengthwise adjustable tensioning device that is interposed between the girder (4) and the tie rod (5), the local distance between the girder (4) and the tie rod (5) being adjustable by means of said tensioning device. The invention is characterized in that the lengthwise adjustable tensioning device is configured as a lengthwise adjustable compensation device (6; 6a, 6b) which is motor driven to adjust the length of the compensation device (6; 6a, 6b). A measuring device is used to determine the position (x) of the girder (4) in the area of the compensation device (6; 6a, 6b) relative to a desired position (xs). A control device (12) is used to adjust the length (L) of the compensation device (6; 6a, 6b) depending on the position (x) of the girder (4). The girder element permits precise and cost-effective manufacture of any concrete structures.

    摘要翻译: 用于混凝土模板的梁元件(1; 21; 31; 41; 53-57)包括用于接纳外力(10)的梁(4),延伸到梁(4)后面的张力杆(5)和至少一个 长度可调的张紧装置,其插入在梁(4)和拉杆(5)之间,梁(4)和拉杆(5)之间的局部距离可通过所述张紧装置调节。 本发明的特征在于,纵向调节张紧装置被配置为纵向调节补偿装置(6; 6a,6b),其被马达驱动以调节补偿装置(6; 6a,6b)的长度。 测量装置用于确定在补偿装置(6; 6a,6b)相对于期望位置(xs)的区域中的梁(4)的位置(x)。 控制装置(12)用于根据大梁(4)的位置(x)来调节补偿装置(6; 6a,6b)的长度(L)。 大梁元件允许精确和成本有效地制造任何混凝土结构。