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公开(公告)号：US07559176B2
公开(公告)日：2009-07-14
申请号：US10531621
申请日：2003-10-14
申请人： David S. Foell , William M. Bjerke
发明人： David S. Foell , William M. Bjerke
IPC分类号： E04B2/54
CPC分类号： E04B2/8629 , E04B2002/867 , E04B2002/8688
摘要： A formwork assembly is adapted to receive concrete to produce structures such as wall structures. The formwork includes PVC tubular form elements having recessed female engagement portions. The female engagement portions are adapted to receive respective male engagement portions. An octagonal form element has a female engagement portion positioned at each vertex between adjacent sides. A recessed female engagement portion is closed to the interior of the form element but open to the exterior of the form element. Thus, the form element includes a plurality of vertices open to the exterior. The form elements also include male engagement portions at an open side. Wall panels, corner panels, and joint connectors can also include male engagement portions. The male engagement portions and female engagement portions are adapted to mate to form a formwork arrangement having a substantially flat exterior wall. A formwork assembly can additionally include concrete flow apertures and insulation
摘要翻译： 模板组件适于接收混凝土以产生诸如墙壁结构的结构。 模板包括具有凹入的凹形接合部分的PVC管形元件。 阴接合部分适于接收相应的阳接合部分。 八角形元件具有位于相邻侧之间的每个顶点处的阴啮合部分。 凹形的凹形接合部分封闭到形式元件的内部，但是通向形式元件的外部。 因此，形式元件包括对外部开放的多个顶点。 形式元件还包括在开口侧的阳接合部分。 墙板，角板和接头连接器也可以包括阳接合部分。 阳接合部分和阴接合部分适于配合以形成具有基本上平坦的外壁的模板装置。 模板组件还可以包括混凝土流动孔和绝缘体
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公开(公告)号：US5553430A
公开(公告)日：1996-09-10
申请号：US293038
申请日：1994-08-19
IPC分类号： E01D11/00 , E04B1/16 , E04B2/02 , E04B2/38 , E04B2/52 , E04B2/86 , E04B5/36 , E04B7/20 , E04C3/28 , E04C3/36 , E04B2/00 , E04B5/00
CPC分类号： E04B2/52 , E01D11/00 , E04B1/161 , E04B2/38 , E04B5/36 , E04B7/20 , E04C3/28 , E04C3/36 , E04B2/8629 , E04B2/8641 , E04B2002/0232 , E04B2002/0265
摘要： A method and apparatus for erecting building structures is presented. A plurality of wall panels are interconnected with each other in an array by column connectors interposed therebetween. Wall caps are then placed upon top surface portions of the wall panels and column connectors. Floor panels are then joined to the wall caps, with the floor panel forms having cavities to form headers over supporting wall panels and purlins between supporting wall panels. Rebar is placed into selected wall panels, purlins, and headers. Concrete is then deposited into selected ones of the wall panels and over the floor forms, filling the purlin and header cavities. Subsequently, a new array of wall panels and column connectors is erected on top of the poured concrete and the process is repeated to erect subsequent stories of the building.
摘要翻译： 提出了建筑结构竖立方法和装置。 多个壁板通过插入其间的列连接器以阵列彼此互连。 然后将壁盖放置在墙板和柱连接器的顶表面部分上。 然后将地板接合到壁盖，其中地板镶板具有空腔，以在支撑壁板之间的支撑壁板和pur条上形成集管。 钢筋放置在选定的墙板，pur条和头部。 然后将混凝土沉积到选定的墙板和地板形式中，填充pur条和集管腔。 随后，在倾倒的混凝土的顶部竖立着一组新的墙板和柱连接器，并重复该过程以竖立建筑物的后续故事。
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公开(公告)号：US5533221A
公开(公告)日：1996-07-09
申请号：US383882
申请日：1995-02-06
IPC分类号： E01D11/00 , E04B1/16 , E04B2/02 , E04B2/38 , E04B2/52 , E04B2/86 , E04B5/36 , E04B7/20 , E04C3/28 , E04C3/36 , E01D21/00
CPC分类号： E04B7/20 , E01D11/00 , E04B1/161 , E04B2/38 , E04B2/52 , E04B5/36 , E04C3/28 , E04C3/36 , E04B2/8629 , E04B2/8641 , E04B2002/0232 , E04B2002/0265
摘要： A method and apparatus for building bridges from one location to another, and in which the construction activity takes place primarily at such terminal locations. Forms are assembled at one of the locations, such forms establishing the characteristics of the bridge deck to be built. When the forms are completed, they are elevated and suspended upon cables passing between the two locations. The forms are then pulled from one location toward the other, sequentially engaging with previously built and positioned forms until an entire complement of such forms extends between the two locations. The forms are then filled with concrete and finished. The forms provide an exterior finished surface for the bridge structure.
摘要翻译： 一种用于从一个位置到另一个位置建造桥梁的方法和装置，并且其中主要在这样的终端位置进行施工活动。 表格在其中一个地点组装，这种形式确定了要建造的桥面板的特点。 当表单完成时，它们被升高并悬挂在两个位置之间的电缆上。 然后将形式从一个位置拉向另一个位置，顺序地与先前构建的和定位的形式接合，直到这种形式的整个补充在两个位置之间延伸。 然后用混凝土填充表格并完成。 这些形式提供了用于桥梁结构的外部完成表面。
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公开(公告)号：US08322115B2
公开(公告)日：2012-12-04
申请号：US10531622
申请日：2003-10-14
申请人： David S. Foell , William M. Bjerke
发明人： David S. Foell , William M. Bjerke
IPC分类号： E04F13/074 , E04F13/076 , E04G21/00 , E04B2/86 , E04C1/00
CPC分类号： E04B2/86 , E02D5/06 , E02D5/20 , E04B2/845 , E04B2/8629 , E04B2002/867 , E04B2002/8676 , E04B2002/8688 , E04G11/06 , E04G11/12
摘要： A formwork assembly is adapted to receive concrete to produce structures such as wall structures. The formwork includes PVC tubular form elements having recessed female engagement portions. The female engagement portions are adapted to receive respective male engagement portions. An octagonal form element has a female engagement portion positioned at each vertex between adjacent sides. A recessed female engagement portion is closed to the interior of the form element but open to the exterior of the form element. Thus, the form element includes a plurality of vertices open to the exterior. The form elements also include male engagement portions at an open side. Wall panels, corner panels, and joint connectors can also include the male engagement portions. The male engagement portions and female engagement portions are adapted to mate to form a formwork arrangement having a substantially flat exterior wall. A formwork assembly can additionally include concrete flow apertures and insulation.
摘要翻译： 模板组件适于接收混凝土以产生诸如墙壁结构的结构。 模板包括具有凹入的凹形接合部分的PVC管形元件。 阴接合部分适于接收相应的阳接合部分。 八角形元件具有位于相邻侧之间的每个顶点处的阴啮合部分。 凹形的凹形接合部分封闭到形式元件的内部，但是通向形式元件的外部。 因此，形式元件包括对外部开放的多个顶点。 形式元件还包括在开口侧的阳接合部分。 壁板，角板和接头连接器也可以包括阳接合部分。 阳接合部分和阴接合部分适于配合以形成具有基本上平坦的外壁的模板装置。 模板组件还可以包括混凝土流动孔和绝缘体。
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5.发明授权公开(公告)号：US06341456B1
公开(公告)日：2002-01-29
申请号：US09467703
申请日：1999-12-20
IPC分类号： E04C334
摘要： A long-span structure formed in-situ and extending between supporting structures includes at least two form supports extending between the supporting structures. Each end of the form support includes a bearing plate coupled to the adjacent supporting structure. A plurality of form hangers frictionally engage the form supports, wherein each form hanger has upwardly extending hooks. A beam form is carried by the plurality of form hangers and extends the length of each form support. Each beam form has opposed side walls connected by a bottom to form a cavity. Each sidewall has a downwardly extending hook mating with the upwardly extending hooks. A deck is supported by the beam forms with the cavities remaining open. The concrete is receivable at least in the cavities to form the long-span structure.
摘要翻译： 原位形成并且在支撑结构之间延伸的长跨度结构包括在支撑结构之间延伸的至少两个形式支撑件。 形式支撑件的每个端部包括联接到相邻的支撑结构的支承板。 多个成型衣架摩擦地接合形式支撑件，其中每个衣架具有向上延伸的钩子。 梁形式由多个成形衣架承载并且延伸每个形式支撑件的长度。 每个梁形式具有通过底部连接以形成空腔的相对侧壁。 每个侧壁具有与向上延伸的钩配合的向下延伸的钩。 一个平台由梁形支撑着，其中空腔保持打开。 混凝土至少在空腔中可接收以形成长跨度结构。
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公开(公告)号：US5927346A
公开(公告)日：1999-07-27
申请号：US786780
申请日：1997-01-21
CPC分类号： F16L9/08
摘要： A concrete pipe and methods for forming the same are presented by this invention. The pipe includes an inner and outer sleeve separated by a spacer ring which creates a void therebetween. Concrete is poured within this void to solidify the pipe structure. The spacer ring is formed by a plurality of interlocking ring forms which have nesting members to allow for the interconnection thereof. In an alternative embodiment, interlocking forms are employed to form both the inner and outer surface of the pipe. These alternative forms provide convex nesting numbers which form internal conduits between the inner and outer surfaces that accept reinforcing members or connection members to interlock the forms to one another. Concrete is then filled in these conduits and between the void of the inner and outer surfaces to solidify the pipe construction. Both embodiments may employ a plurality of elbow forms to form a bell-mouth which connects with the end of an adjacent pipe. Both of these constructions provide the advantage of longer length pipes thereby reducing the overall cost of installing a pipe network system. Additionally, a better seal is obtained by this construction which reduces the amount of silt and debris that can accumulate within the pipe, thereby enhancing the flow characteristics of the pipe.
摘要翻译： 本发明提供了一种混凝土管及其形成方法。 该管包括由间隔环隔开的内套筒和外套筒，其间形成空隙。 将混凝土浇注在该空隙内以固化管结构。 间隔环由具有嵌套构件的多个互锁环形式形成，以允许其互连。 在替代实施例中，使用互锁形式来形成管的内表面和外表面。 这些替代形式提供凸嵌套数，其在内表面和外表面之间形成内部导管，其接纳加强构件或连接构件以将形式彼此互锁。 然后将混凝土填充在这些管道中以及内表面和外表面的空隙之间，以固化管道结构。 两个实施例可以采用多个弯头形式来形成与相邻管道的端部连接的喇叭口。 这两种结构提供了较长管道的优点，从而降低了安装管网系统的总体成本。 另外，通过这种结构获得更好的密封，其减少了可能积聚在管内的淤泥和碎屑的量，从而增强了管的流动特性。
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公开(公告)号：US5535565A
公开(公告)日：1996-07-16
申请号：US313902
申请日：1994-09-28
IPC分类号： E01D11/00 , E04B1/16 , E04B2/02 , E04B2/38 , E04B2/52 , E04B2/86 , E04B5/36 , E04B7/20 , E04C3/28 , E04C3/36 , E04B2/00
CPC分类号： E01D11/00 , E04B1/161 , E04B2/38 , E04B2/52 , E04B5/36 , E04B7/20 , E04C3/28 , E04C3/36 , E04B2/8629 , E04B2/8641 , E04B2002/0232 , E04B2002/0265
摘要： A containment structure and a method for making such structure requires the implementation of a plurality of a minimum of building elements. A plurality of panels are interconnected by connector columns in stacked relationship to generate a dual walled shell, adapted to receive concrete between the inner and outer walls thereof. Rebar and other appropriate reinforcing material may be appropriately positioned before the concrete is poured. Additionally, before pouring of the concrete, the mating connections of the panels and column connectors are fused together by the passing of electrical current through conductors received within such elements at their points of interconnection. The rising temperature melts the material of which the panels and column connectors are fabricated, causing them to fuse together. In one embodiment of the invention, a foam barrier is provided on either side of the resultant concrete cylinder. The foam is later removed by mechanical or chemical techniques and replaced with lead to achieve a containment structure for radioactive waste.
摘要翻译： 遏制结构和制造这种结构的方法需要实施多个最小的建筑构件。 多个面板通过连接器柱以堆叠的关系互连，以产生双壁壳体，适于在其内壁和外壁之间容纳混凝土。 钢筋和其他适当的增强材料可以在浇注混凝土之前适当地定位。 此外，在浇注混凝土之前，通过在其互连点处通过在这些元件内接收的导体的电流使面板和柱连接器的配合连接件熔合在一起。 上升的温度熔化了制造面板和柱连接器的材料，导致它们熔合在一起。 在本发明的一个实施例中，在所得到的混凝土圆筒的两侧设置泡沫阻挡层。 泡沫随后通过机械或化学技术去除，并用铅替代以实现放射性废物的容纳结构。
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