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1. 发明授权

US5566518A Concrete forming system with brace ties 失效
标题翻译：混凝土成型系统
公开(公告)号：US5566518A
公开(公告)日：1996-10-22
申请号：US334279
申请日：1994-11-04
申请人： Lynn E. Martin , Jay D. Williamson , Kenneth M. Blom , Jamieson Vaughan , Charles S. Smith
发明人： Lynn E. Martin , Jay D. Williamson , Kenneth M. Blom , Jamieson Vaughan , Charles S. Smith
IPC分类号： E04B2/86 , E04B2/00
CPC分类号： E04B2/8652
摘要： A concrete form tie comprises a pair of laterally displaced sidewall support assemblies with a reinforcing web extending therebetween. The support assemblies bite into the exterior sidewall surfaces as positioned thereat by the web transversely extending between the support assemblies. The web comprises a pair of brackets as formed by a support strut extending through a notch at the top of the form sidewall with a hanger element depending therefrom. A bridge extends between the depending hangers and across a vertical cavity formed between the sidewalls. The tie resists pressures acting on the sidewalls to preclude blow out along the horizontal joints of form courses as well as lateral displacement of the sidewalls. A starter tie is disclosed for respectively securing the lower end of the first course of sidewalls to a footing. A finish tie is disclosed for maintaining the displacement of the sidewalls of the top course of forms.
摘要翻译：混凝土结构包括一对侧向移位的侧壁支撑组件，其中在其间延伸有加强腹板。支撑组件咬合到外侧壁表面中，由位于支撑组件之间横向延伸的腹板定位。腹板包括一对托架，由支撑支柱形成，支撑支柱延伸穿过形式侧壁的顶部处的凹口和从其悬挂的衣架元件。桥接器在垂直悬挂器之间延伸并且跨越形成在侧壁之间的垂直空腔。连接件抵抗作用在侧壁上的压力，以防止沿着横向的水平接头以及侧壁的横向位移而吹出。公开了一种用于分别将第一道路侧壁的下端固定到基脚的起动器扎带。公开了一种用于保持顶部形式的侧壁的位移的表带。

2. 发明授权

US5454199A Wall clip for concrete forming system 失效
标题翻译：混凝土成型系统墙夹
公开(公告)号：US5454199A
公开(公告)日：1995-10-03
申请号：US269549
申请日：1994-07-01
申请人： Kenneth M. Blom , Jay D. Williamson , Jamieson Vaughan
发明人： Kenneth M. Blom , Jay D. Williamson , Jamieson Vaughan
IPC分类号： E04B2/86 , E04C1/00 , E04B2/00
CPC分类号： E04B2/8605 , E04B2/8617
摘要： A wall clip for use with a concrete form comprises a vertical nailing surface or stud for receiving fasteners of finishing material therethrough. Linkage structures extend upper and lower anchors from the upper and lower ends of the stud and into the cavity between the form sidewalls. The anchors maintain the stud along the sidewalls during concrete pouring, curing and subsequent material fastening. The anchors further reinforce the concrete laden form.
摘要翻译：用于混凝土形式的墙夹包括用于接收整理材料的紧固件的垂直钉表面或螺柱。连接结构将上部和下部锚固件从螺栓的上端和下端延伸到形成侧壁之间的空腔中。在混凝土浇注，固化和随后的材料紧固期间，锚固件沿着侧壁保持螺栓。锚点进一步加强了混凝土载荷。

3. 发明授权

US5845449A Concrete forming system with brace ties 失效
标题翻译：混凝土成型系统
公开(公告)号：US5845449A
公开(公告)日：1998-12-08
申请号：US754853
申请日：1996-11-22
申请人： Jamieson R. Vaughan , Jay D. Williamson , Kenneth M. Blom , James D. Stokes , Dewayne L. Bollinger
发明人： Jamieson R. Vaughan , Jay D. Williamson , Kenneth M. Blom , James D. Stokes , Dewayne L. Bollinger
IPC分类号： E04B2/02 , E04B2/54 , E04B2/86 , E04C1/40 , E04B2/30
CPC分类号： E04C1/40 , E04B2/54 , E04B2/8617 , E04B2002/0206
摘要： A form tie for joining the sidewalls of a polymeric concrete form comprises a pair of end trusses with an intermediate web truss. Each end truss comprises a pair of vertical struts with interior and exterior pairs of horizontal struts extending therebetween. The width of the web truss corresponds to the desired lateral distance between the interior surfaces of the form sidewalls. Upper and lower rectangular trusses and an intermediate truss are formed within each truss and rigidified by diagonal struts. The exterior struts of each end truss are embedded in the polymeric form of the sidewalls during the molding process with the interior struts of each end truss sealing the mold openings to prevent expansion of the foam from the mold. The interior struts are coplanar with the form sidewalls and serve as a visual gauge that the form and tie have been properly positioned. End ties having a height of one-half of the form sidewall are extended between the sidewalls at the ends of each form. The end ties of adjacent forms are vertically offset to enhance concrete flow therebetween. The exterior struts of the tie have a greater bearing surface than the interior struts so as to firmly anchor the end trusses within the foam sidewalls. During transport and use the trusses resist the presence of compression, tension, twisting and other forces acting on the forms so as to maintain the desired spatial relationship between the forms. A seat for horizontal rebar is found with each form tie.
摘要翻译：用于连接聚合物混凝土形式的侧壁的形状连接件包括具有中间纤维网桁架的一对端部桁架。每个端部桁架包括一对垂直支柱，其中内部和外部对水平支柱在其间延伸。网状桁架的宽度对应于形式侧壁的内表面之间的期望横向距离。在每个桁架内形成上下矩形桁架和中间桁架，并由对角撑杆硬化。每个端部桁架的外部支柱在模制过程中嵌入侧壁的聚合形式，每个端部桁架的内部支柱密封模具开口，以防止泡沫从模具膨胀。内部支柱与形状侧壁共面，并用作视觉量规，表格和领带已被正确定位。具有一半形状侧壁的高度的端部连接件在每个形式的端部处在侧壁之间延伸。相邻形式的端部接头垂直偏移以增强其间的混凝土流动。领带的外部支柱具有比内部支柱更大的支承表面，以便将端部桁架牢固地锚固在泡沫侧壁内。在运输和使用期间，桁架抵抗作用在形式上的压缩，张力，扭转和其他力的存在，以便保持形式之间期望的空间关系。发现一个水平钢筋的座位，每个表带。

4. 发明授权

US5709060A Concrete forming system with brace ties 失效
标题翻译：混凝土成型系统
公开(公告)号：US5709060A
公开(公告)日：1998-01-20
申请号：US413417
申请日：1995-03-30
申请人： Jamieson R. Vaughan , Jay D. Williamson , Kenneth M. Blom
发明人： Jamieson R. Vaughan , Jay D. Williamson , Kenneth M. Blom
IPC分类号： E04B2/02 , E04B2/54 , E04B2/86 , E04C1/40 , E04B2/34 , E04B2/40
CPC分类号： E04B2/54 , E04B2/8617 , E04C1/40 , E04B2002/0206
摘要： A form tie for joining the sidewalls of a polymeric concrete form comprises a pair of end trusses with an intermediate web truss. Each end truss comprises an interior vertical strut and a longer exterior strut with interior and exterior pairs of horizontal struts extending therebetween. Upper and lower rectangular trusses and an intermediate truss are formed within each truss and rigidified by diagonal struts extending between the ends of the exterior vertical strut and interior vertical strut. The exterior struts of each end truss are coplanar with the exterior sidewall surface with the interior strut of each end truss being coplanar with the interior sidewall surface. The coplanar relationship of the struts serve as a visual gauge that the form with tie has been properly manufactured and assures that the end trusses extend throughout the width of each sidewall. End ties having a height of one-half of the form sidewall are extended between the sidewalls at the ends of each form. The end ties of adjacent forms are vertically offset to enhance concrete flow therebetween. During transport and use the trusses resist the presence of compression, tension, twisting and other forces acting on the forms so as to maintain the desired spatial relationship between the forms. A seat for horizontal rebar is found with each form tie.
摘要翻译：用于连接聚合物混凝土形式的侧壁的形状连接件包括具有中间纤维网桁架的一对端部桁架。每个端部桁架包括内部垂直支柱和较长的外部支柱，其内部和外部对水平支柱在其间延伸。在每个桁架内形成上下矩形桁架和中间桁架，并由在外部垂直支柱的端部和内部垂直支柱之间延伸的对角支柱固定。每个端部桁架的外部支柱与外部侧壁表面共面，每个端部桁架的内部支柱与内部侧壁表面共面。支柱的共面关系用作可视尺度，带状结构已经被适当地制造，并且确保端部桁架在每个侧壁的整个宽度上延伸。具有一半形状侧壁的高度的端部连接件在每个形式的端部处在侧壁之间延伸。相邻形式的端部接头垂直偏移以增强其间的混凝土流动。在运输和使用期间，桁架抵抗作用在形式上的压缩，张力，扭转和其他力的存在，以便保持形式之间期望的空间关系。发现一个水平钢筋的座位，每个表带。

5. 发明授权

US5568710A Concrete forming system with expanded metal tie 失效
标题翻译：混凝土成型系统，带有金属扎带
公开(公告)号：US5568710A
公开(公告)日：1996-10-29
申请号：US269485
申请日：1994-07-01
申请人： Charles S. Smith , Jay D. Williamson
发明人： Charles S. Smith , Jay D. Williamson
IPC分类号： E04B2/02 , E04B2/40 , E04B2/86
CPC分类号： E04B2/8617 , E04B2/40 , E04B2002/0206 , E04B2002/023
摘要： A form tie made of an expanded metal material extends between the sidewalls of a concrete form. A web traverses the sidewalls and includes, at the opposed ends of the web, first and second parallel flange walls with a supplemental web wall extending therebetween. A return wall extends from the end of the second flange wall. The use of the flange walls, supplemental webs and return walls stiffens the resulting tie so as to preclude sidewall displacement upon a static load thereon. The same elements resist longitudinal and lateral shifting of the tie and attached sidewalls during concrete pouring. The maintenance of the sidewalls by the tie during static and dynamic load conditions allow for easy form connection as well as prevents buckling and/or "blow out" of the forms during concrete pouring.
摘要翻译：由膨胀金属材料制成的成型接头在混凝土形式的侧壁之间延伸。腹板横过侧壁，并且在腹板的相对端处包括第一和第二平行凸缘壁，其间在其间延伸的补充腹壁壁。返回壁从第二凸缘壁的端部延伸。使用凸缘壁，补充腹板和返回壁加固所得的扎带，以防止在其上的静态载荷上的侧壁位移。相同的元件在混凝土浇注期间抵抗连接和连接的侧壁的纵向和横向移位。在静态和动态负载条件下通过连接件维护侧壁允许容易的形式连接以及在混凝土浇注期间防止形状的弯曲和/或“吹出”。

6. 发明授权

US06378260B1 Concrete forming system with brace ties 失效
标题翻译：混凝土成型系统
公开(公告)号：US06378260B1
公开(公告)日：2002-04-30
申请号：US09614966
申请日：2000-07-12
申请人： Jay D. Williamson , Thomas E. Whitmore , David Henney , Kelly G. Chandler , Robert D. Grove
发明人： Jay D. Williamson , Thomas E. Whitmore , David Henney , Kelly G. Chandler , Robert D. Grove
IPC分类号： E04B200
CPC分类号： E04B2/8617
摘要： A form tie for joining a pair of form sidewalls includes first and second vertical struts presenting planar nailing surfaces for embedding in the first and second sidewalls. A web obliquely extends between the struts and across the cavity between the laterally spaced-apart sidewalls. The web includes a top strut which slopes between the vertical struts and across the cavity. The form ties are alternately placed in alternate 180° orientations along the sidewalls such that the web extends in alternate directions across the cavity which enhances the form rigidity. Concurrently, the top web strut slopes in opposed direction to form a V-type seat for placement of a horizontal rebar within the cavity.
摘要翻译：用于连接一对形式的侧壁的形状连接件包括呈现用于嵌入在第一和第二侧壁中的平面钉表面的第一和第二垂直支柱。腹板在支柱之间倾斜地延伸并且在横向间隔开的侧壁之间横跨空腔。网包括顶部支柱，其在垂直支柱之间和横跨空腔之间倾斜。形状接头交替地沿着侧壁交替地放置180°取向，使得腹板沿着空腔的交替方向延伸，这增强了形状刚度。同时，顶部的支柱沿相反的方向倾斜，以形成一个V型座，用于将水平钢筋放置在空腔内。

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