公开(公告)号：US09533428B2

公开(公告)日：2017-01-03

申请号：US14127813

申请日：2012-06-14

申请人： Jan Kapitza ,  Karsten Albers ,  Gunther Horn

发明人： Jan Kapitza ,  Karsten Albers ,  Gunther Horn

IPC分类号： B28B7/02 ,  B28B7/00 ,  B28B7/22 ,  B28B17/00 ,  B28B21/02 ,  B28B21/82 ,  B28B23/00 ,  E04H12/12 ,  G01B11/24 ,  E04H12/34 ,  E04B1/343 ,  E04G13/02 ,  E04H12/16

CPC分类号： B28B7/02 ,  B28B7/0035 ,  B28B7/22 ,  B28B17/0072 ,  B28B21/02 ,  B28B21/82 ,  B28B23/005 ,  E04B1/34331 ,  E04B1/34347 ,  E04G13/02 ,  E04H12/12 ,  E04H12/16 ,  E04H12/341 ,  E04H12/342 ,  G01B11/24 ,  Y02E10/721

摘要： The present invention relates to a method for producing a tower segment of a concrete tower of a wind energy installation, comprising the steps: providing a segment mold having at least one formwork for defining a mold of the tower segment that is to be produced and for filling with concrete; filling the segment mold with concrete in order to form the tower segment by the subsequent hardening of the concrete; measuring the tower segment thus hardened for creating a three-dimensional, virtual actual model of said tower segment; producing said three-dimensional actual model; comparing the three-dimensional actual model with a predefined mold, in particular a stored three-dimensional, virtual target model; and determining a deviation between both virtual models and changing the segment mold, in particular changing the at least one formwork when the deviation exceeds a first predefined threshold value.

摘要翻译： 本发明涉及一种用于制造风能设备的混凝土塔的塔架段的方法，包括以下步骤：提供具有至少一个模板的分段模具，用于限定待生产的塔架段的模具，以及用于 填充混凝土; 用混凝土填充段模，以便随后混凝土的硬化形成塔段; 测量如此硬化的塔段，以便产生所述塔段的三维虚拟实际模型; 制作三维实体模型; 将三维实际模型与预定义的模具，特别是存储的三维虚拟目标模型进行比较; 以及确定两个虚拟模型之间的偏差并改变所述分段模具，特别是当所述偏差超过第一预定义阈值时，改变所述至少一个模板。

公开(公告)号：US20140208665A1

公开(公告)日：2014-07-31

申请号：US14127813

申请日：2012-06-14

申请人： Jan Kapitza ,  Karsten Albers ,  Gunther Horn

发明人： Jan Kapitza ,  Karsten Albers ,  Gunther Horn

IPC分类号： E04H12/34 ,  E04B1/343 ,  E04G13/02 ,  E04H12/16

CPC分类号： B28B7/02 ,  B28B7/0035 ,  B28B7/22 ,  B28B17/0072 ,  B28B21/02 ,  B28B21/82 ,  B28B23/005 ,  E04B1/34331 ,  E04B1/34347 ,  E04G13/02 ,  E04H12/12 ,  E04H12/16 ,  E04H12/341 ,  E04H12/342 ,  G01B11/24 ,  Y02E10/721

摘要： The present invention relates to a method for producing a tower segment of a concrete tower of a wind energy installation, comprising the steps: providing a segment mold having at least one formwork for defining a mold of the tower segment that is to be produced and for filling with concrete; filling the segment mold with concrete in order to form the tower segment by the subsequent hardening of the concrete; measuring the tower segment thus hardened for creating a three-dimensional, virtual actual model of said tower segment; producing said three-dimensional actual model; comparing the three-dimensional actual model with a predefined mold, in particular a stored three-dimensional, virtual target model; and determining a deviation between both virtual models and changing the segment mold, in particular changing the at least one formwork when the deviation exceeds a first predefined threshold value.

摘要翻译： 本发明涉及一种用于制造风能设备的混凝土塔的塔架段的方法，包括以下步骤：提供具有至少一个模板的分段模具，用于限定待生产的塔架段的模具，以及用于 填充混凝土; 用混凝土填充段模，以便随后混凝土的硬化形成塔段; 测量如此硬化的塔段，以便产生所述塔段的三维虚拟实际模型; 制作三维实体模型; 将三维实际模型与预定义的模具，特别是存储的三维虚拟目标模型进行比较; 以及确定两个虚拟模型之间的偏差并改变所述分段模具，特别是当所述偏差超过第一预定义阈值时，改变所述至少一个模板。

公开(公告)号：US20140166848A1

公开(公告)日：2014-06-19

申请号：US14133731

申请日：2013-12-19

申请人： Marty Hunt

发明人： Marty Hunt

IPC分类号： E04G19/00

CPC分类号： E04G9/083 ,  E02D27/013 ,  E04C3/005 ,  E04C3/34 ,  E04G9/086 ,  E04G9/10 ,  E04G13/00 ,  E04G13/02

摘要： A collapsible cardboard concrete form is disclosed. In a particular embodiment the form includes a cardboard box beam having a depressed longitudinal section along an outer portion of its length for added structural integrity. A lateral notch is disposed in the outer portion of the form at intervals and across a width of the form to divide the form into what will be the sides of the form when assembled. The lateral notches include a flexible planar connector of an inner portion of the form to allow the notch to act as a hinge and bend to create each corner of the form. A tab extends from one end of the form and is used to tuck in an opposing end of the form. The surfaces of the form may be coated with wax, or other sealant, to prevent moisture damage to the form as the concrete is curing.

摘要翻译： 公开了一种可折叠的纸板混凝土结构。 在特定实施例中，该形式包括纸板箱梁，其具有沿其长度的外部部分的凹陷的纵向部分，用于增加结构完整性。 横向凹口设置在形式的外部部分中并且横跨形式的宽度，以将形式分成当组装时的形式的侧面。 横向凹口包括形状的内部部分的柔性平面连接器，以允许凹口用作铰链并弯曲以形成形状的每个角。 标签从表格的一端延伸并用于折叠在形式的相对端。 形式的表面可以涂覆有蜡或其他密封剂，以防止水泥在混凝土固化时对形式的损害。

公开(公告)号：US20120042605A1

公开(公告)日：2012-02-23

申请号：US12858206

申请日：2010-08-17

申请人： Michael L. Turner ,  John W. Gates

发明人： Michael L. Turner ,  John W. Gates

IPC分类号： E04G13/02 ,  E04G21/00 ,  E04G21/02

CPC分类号： E04G13/02 ,  E02D27/013

摘要： The present invention is a method and apparatus for forming the upper portion of a drilled concrete pier that utilizes a flexible cylindrical form and a removable cage frame to stabilize the form during the pouring of concrete into the form. The cage frame comprises a circular ring having a space-forming split therein and a plurality of rigid leg rods each having proximal and distal ends, where the proximal ends of the rods are attached to the circular ring at circumferentially spaced apart points and the rods depend from the ring in mutually parallel relation. The legs of the cage frame are inserted into the cylindrical form prior to the concrete pour and removed immediately after the pour.

摘要翻译： 本发明是一种用于形成钻孔混凝土墩的上部的方法和装置，其利用柔性圆柱形式和可移除的笼架来在将混凝土浇注成形状期间使形状稳定。 笼式框架包括一个在其中形成间隙的圆环和多个刚性腿杆，每个刚性腿杆具有近端和远端，其中杆的近端在周向间隔开的位置附接到圆环上，并且杆依赖 从环中相互平行的关系。 笼式框架的腿在混凝土浇注之前插入圆柱形，并在浇注后立即取出。

公开(公告)号：US07874540B2

公开(公告)日：2011-01-25

申请号：US11769266

申请日：2007-06-27

申请人： Xiaokai Niu

发明人： Xiaokai Niu

IPC分类号： E04G13/02

CPC分类号： E04G13/02 ,  Y10T29/49904

摘要： A concrete form comprises a single insert assembly or a plurality of insert assemblies within an outer tube. Each insert assembly comprises a pre-formed polymer liner sheet, a pre-formed polymer backing sheet, and a plurality of prefabricated cellular material pieces. Each cellular material piece has a first surface configured to form a portion of the non-round cross-section desired for the column and an opposite second surface formed substantially as an angular section of a cylinder. An insert assembly is constructed by affixing the liner sheet to the first surfaces of a plurality of the cellular material pieces. The cellular material pieces are arranged in a plurality of laterally adjacent rows extending lengthwise along the liner sheet for a length approximately equal to the length of the outer tube. The backing sheet is then fixed to the second surfaces of the cellular material pieces. The liner sheet and backing sheet together substantially fully envelope the cellular material pieces.

摘要翻译： 具体形式包括在外管内的单个插入组件或多个插入组件。 每个插入组件包括预先形成的聚合物衬垫片，预成形的聚合物背衬片和多个预制的细胞材料片。 每个细胞材料片具有构造成形成所述柱所需的非圆形横截面的一部分的第一表面和基本上形成为圆柱体的角部的相对的第二表面。 通过将衬垫固定到多个多孔材料片的第一表面来构造插入组件。 细胞材料片被布置在多个横向相邻的行中，沿着衬垫片纵向延伸大约等于外管的长度的长度。 然后将背衬片固定到多孔材料片的第二表面。 衬垫片和背衬片基本上完全包围细胞材料片。

公开(公告)号：US07735273B2

公开(公告)日：2010-06-15

申请号：US11531604

申请日：2006-09-13

申请人： Wayne A. Knepp ,  David E. Laux ,  Kevin Potter

发明人： Wayne A. Knepp ,  David E. Laux ,  Kevin Potter

IPC分类号： E02D27/32

CPC分类号： E04G13/02 ,  E02D5/38 ,  E02D5/665

摘要： A form system is provided for forming a structural column assembly of the type used for erecting building structures and the like, such as a concrete column or footing formed in situ in an earthen hole. The system includes a support system, including a wire support member and an associated base foam ring having an offset center hole corresponding to the centerline of the concrete footing, which is placed at the bottom of the earthen hole. A lower vertical form system, including multiple interlocking pieces, is assembled and joined at one end to an offset disk member. The disk member of the lower vertical form system is then placed onto the base foam ring in abutting engagement. The form system is then plumbed and positioned, e.g., in relation to one or more layout strings. Once the form system is in the correct position, the earthen hole is backfilled, e.g., with dirt or other material, thus holding the properly positioned form system in place. The lower vertical form system is then cut to grade. Reinforcing assemblies, such as rebar, can then be inserted into the lower vertical form system. Concrete can then be poured into the lower vertical form system, thus forming a lower portion of the concrete column or footing. An upper vertical form system can then be used to form the upper portion of the concrete column or footing, e.g., that portion that is above grade.

摘要翻译： 提供一种用于形成用于竖立建筑物结构等的类型的结构柱组件的形式系统，例如在土洞中原位形成的混凝土柱或基脚。 该系统包括支撑系统，其包括线支撑构件和相关联的基座泡沫环，其具有对应于混凝土基础的中心线的偏移中心孔，该中心孔位于土层的底部。 包括多个互锁件的下垂直形式系统在一端被组装并连接到偏移盘构件。 然后将下垂直形状系统的盘构件以邻接接合的方式放置在基础泡沫环上。 然后，形式系统例如相对于一个或多个布局字符串被引导和定位。 一旦形状系统处于正确的位置，土壤孔就会被回填，例如用灰尘或其它材料回填，从而将适当定位的成型系统保持在适当位置。 然后将较低的垂直形状系统切割成等级。 然后可以将诸如钢筋的加强组件插入到下垂直形式系统中。 然后可以将混凝土倒入下垂直形式系统中，从而形成混凝土柱或底脚的下部。 然后可以使用上垂直形式系统来形成混凝土柱或基脚的上部，例如高于坡度的部分。

公开(公告)号：US20090179137A1

公开(公告)日：2009-07-16

申请号：US12408230

申请日：2009-03-20

申请人： Andre Fournier ,  Pierre-Michel D'Anglade

发明人： Andre Fournier ,  Pierre-Michel D'Anglade

IPC分类号： E04G13/02

CPC分类号： B65D19/20 ,  B65D2519/00019 ,  B65D2519/00029 ,  B65D2519/00054 ,  B65D2519/00064 ,  B65D2519/00089 ,  B65D2519/00099 ,  B65D2519/00169 ,  B65D2519/00203 ,  B65D2519/00233 ,  B65D2519/00238 ,  B65D2519/00243 ,  B65D2519/00273 ,  B65D2519/00288 ,  B65D2519/00318 ,  B65D2519/00338 ,  B65D2519/00497 ,  B65D2519/00606 ,  B65D2519/0099 ,  B65D2519/00995 ,  E04G9/02 ,  E04G9/021 ,  E04G13/02 ,  E04G17/00 ,  E04G17/004 ,  Y02W30/807

摘要： The invention provides a reusable formwork for forming a polygonal upright concrete column using a plurality of retaining devices and a plurality of panels arranged with the retaining devices for providing a forming cavity between the panels adapted to receive concrete therein. Hooping means are used to hoop the panels forming the cavity.

摘要翻译： 本发明提供了一种可再利用的模板，用于使用多个保持装置形成多边形立柱混凝土柱，并且多个板布置有保持装置，用于在适于在其中容纳混凝土的板之间提供成形空腔。 钩环装置用于环绕形成空腔的板。

公开(公告)号：US20090057533A1

公开(公告)日：2009-03-05

申请号：US12278194

申请日：2007-02-08

申请人： Byonghee Jung

发明人： Byonghee Jung

IPC分类号： E04G9/00

CPC分类号： E04G9/08 ,  E04G9/05 ,  E04G9/083 ,  E04G13/02 ,  E04G13/023 ,  E04G17/001 ,  E04G2009/028

摘要： Provided is a form panel for construction, which is foldable so as to be used in a planar section and a corner of a concrete building. The form panel includes a front plate supporting cast concrete, a folded portion formed at the center of a rearward surface of the front plate in a lengthwise direction to be thinner than portions positioned at its opposite sides, side connecting sections and upper and lower connecting sections, which are formed at edges of the front plate excluding the folded portion, and one or more reinforcing members installed at the side connecting sections and the rearward surface of the front plate. The form panel is formed of a synthetic resin material by an injection-molding technique. Since the form panel is foldable at a predetermined angle, it can be easily used as a form panel for a wall forming a predetermined angle. In particular, it is possible to prevent inconvenience and difficulty in fabricating form panels for use in corners for construction. In addition, since deformation and damage can be minimized during disassembly, the form panel can be recycled.

摘要翻译： 本发明提供一种可折叠使用于混凝土建筑物的平面部分和拐角处的结构用面板。 该模板包括支撑铸造混凝土的前板，形成在前板的后表面的中心处的折叠部分，其长度方向比位于其相对侧的部分薄，侧连接部分和上下连接部分 ，其形成在除了折叠部分之外的前板的边缘处，以及安装在前板的侧连接部分和后表面处的一个或多个加强构件。 该模板由合成树脂材料通过注射成型技术形成。 由于表面板可以以预定角度折叠，所以可以容易地用作形成预定角度的壁的成形板。 特别地，可以防止制造用于建筑用的角部的成形板的不便和困难。 此外，由于在拆卸过程中可以使变形和损坏最小化，因此可以回收表面板。

公开(公告)号：US20090001247A1

公开(公告)日：2009-01-01

申请号：US11769266

申请日：2007-06-27

申请人： Xiaokai Niu

发明人： Xiaokai Niu

IPC分类号： E04G13/02

CPC分类号： E04G13/02 ,  Y10T29/49904

摘要： A concrete form comprises a single insert assembly or a plurality of insert assemblies within an outer tube. Each insert assembly comprises a pre-formed polymer liner sheet, a pre-formed polymer backing sheet, and a plurality of prefabricated cellular material pieces. Each cellular material piece has a first surface configured to form a portion of the non-round cross-section desired for the column and an opposite second surface formed substantially as an angular section of a cylinder. An insert assembly is constructed by affixing the liner sheet to the first surfaces of a plurality of the cellular material pieces. The cellular material pieces are arranged in a plurality of laterally adjacent rows extending lengthwise along the liner sheet for a length approximately equal to the length of the outer tube. The backing sheet is affixed to the second surfaces of the cellular material pieces. The liner sheet and backing sheet together substantially fully envelope the cellular material pieces.

摘要翻译： 具体形式包括在外管内的单个插入组件或多个插入组件。 每个插入组件包括预先形成的聚合物衬垫片，预成形的聚合物背衬片和多个预制的细胞材料片。 每个细胞材料片具有构造成形成所述柱所需的非圆形横截面的一部分的第一表面和基本上形成为圆柱体的角部的相对的第二表面。 通过将衬垫固定到多个多孔材料片的第一表面来构造插入组件。 细胞材料片被布置在多个横向相邻的行中，沿着衬垫片纵向延伸大约等于外管的长度的长度。 背衬片固定到多孔材料片的第二表面上。 衬垫片和背衬片基本上完全包围细胞材料片。

公开(公告)号：US20080197266A1

公开(公告)日：2008-08-21

申请号：US12032218

申请日：2008-02-15

申请人： Andre Fournier

发明人： Andre Fournier

IPC分类号： B29C33/20

CPC分类号： B65D19/20 ,  B65D2519/00019 ,  B65D2519/00054 ,  B65D2519/00159 ,  B65D2519/00194 ,  B65D2519/00243 ,  B65D2519/00273 ,  B65D2519/00303 ,  B65D2519/00338 ,  B65D2519/00358 ,  B65D2519/00517 ,  B65D2519/00606 ,  B65D2519/00711 ,  B65D2519/0098 ,  B65D2519/00985 ,  B65D2519/0099 ,  B65D2519/00995 ,  E04G9/02 ,  E04G9/021 ,  E04G13/02 ,  E04G17/00 ,  E04G17/004

摘要： The invention provides a retaining device for assembling two panels together. The device has a support and first and second pairs of spaced-apart parallel walls extending along the support and projecting outwardly therefrom for providing first and second holding channels extending angularly to each other, each channel being adapted to receive an edge of one of the panels therein in a snugly relationship to allow assembling of the two panels. The invention also provides a formwork for forming a polygonal upright concrete structure using a plurality of retaining devices and a plurality of panels arranged with the retaining devices for providing a forming cavity between the panels adapted to receive concrete therein. There is also provided a packaging assembly for packaging goods using a plurality of retaining devices and a plurality of panels arranged with the retaining devices for providing a protecting cavity between the panels adapted to receive the goods therein.

摘要翻译： 本发明提供一种用于将两个面板组装在一起的保持装置。 该装置具有支撑件，以及沿着支撑件延伸并从其向外突出的第一和第二对隔开的平行壁，用于提供彼此成角度地延伸的第一和第二保持通道，每个通道适于容纳一个面板的边缘 其中以令人满意的关系允许组装两个面板。 本发明还提供一种用于使用多个保持装置形成多边形竖立混凝土结构的模板，以及布置有保持装置的多个面板，用于在适于在其中容纳混凝土的面板之间提供成形空腔。 还提供了一种用于使用多个保持装置包装货物的包装组件，以及布置有保持装置的多个面板，用于在适于在其中容纳货物的面板之间提供保护腔。