公开(公告)号：WO2010094111A1

公开(公告)日：2010-08-26

申请号：PCT/CA2010/000197

申请日：2010-02-17

Applicant: CFS CONCRETE FORMING SYSTEMS INC. ,  RICHARDSON , George David ,  KRIVULIN , Semion

Inventor： RICHARDSON , George David ,  KRIVULIN , Semion

IPC: E04B2/86 ,  E04G11/06

CPC classification number: E04G17/02 ,  E04B1/6116 ,  E04B2/8641 ,  E04B2/8652 ,  E04B5/40 ,  E04C2003/0417 ,  E04C2003/043 ,  E04C2003/0447 ,  E04C2003/0465 ,  Y10T29/49879

Abstract: A stay-in-place form-work for casting a concrete structure comprises a plurality of elongate panels interconnectable in edge-to-edge relationship via complementary connector components on their longitudinal edges to define at least a portion of a perimeter of the form-work. The panels include a first panel having a first connector component incorporating a receptacle, and a second panel having a second connector component incorporating a protrusion. The first and second panels are connectable to one another in edge-to-edge relationship by: effecting a loose-fit connection by extending the protrusion of the second connector component into the receptacle of the first connector component; loosely seating a clip onto the first and second connector components; and pushing the clip against the first and second connector components to reach a locked configuration wherein restorative deformation forces associated with the clip act to retain the first and second connector components in the locked configuration.

Abstract translation: 用于铸造混凝土结构的就地形成工作包括多个细长板，其可通过其纵向边缘上的互补连接器部件以边缘至边缘的关系互连，以限定成型工件的周边的至少一部分 。 面板包括具有包括插座的第一连接器组件的第一面板和具有并入突起的第二连接器组件的第二面板。 第一和第二面板可以通过以下方式彼此连接：通过将第二连接器部件的突起延伸到第一连接器部件的插座中来实现松配合连接; 将夹子松动地安置在第一和第二连接器部件上; 并且将夹子推靠在第一和第二连接器部件上以达到锁定构型，其中与夹子相关联的修复变形力用于将第一和第二连接器部件保持在锁定构型中。

公开(公告)号：WO2012003587A1

公开(公告)日：2012-01-12

申请号：PCT/CA2011/050414

申请日：2011-07-06

Applicant: CFS CONCRETE FORMING SYSTEMS INC. ,  RICHARDSON, George David ,  KRIVULIN, Semion ,  FANG, Zi Li

Inventor： RICHARDSON, George David ,  KRIVULIN, Semion ,  FANG, Zi Li

IPC: E04G23/02 ,  E04F13/24

CPC classification number: B23P6/00 ,  E04F13/0803 ,  E04F13/0898 ,  E04F19/062 ,  E04G23/0296 ,  Y10T29/49732 ,  Y10T29/53

Abstract: Methods and apparatus are provided for repairing existing structures. A portion of the existing structure is covered with the repair structure. One or more standoffs are coupled to the existing structure to project outwardly away from a surface of the existing structure. One or more cladding panels are coupled to the standoffs by forcing the one or more panels in a direction normal to the surface of the existing structure and into engagement with a standoff connector component of the standoff at a location spaced apart from the existing structure. Curable construction material and/or insulation may be introduced into the space between the cladding panels and the existing structure to provide a repair structure.

Abstract translation: 提供了修复现有结构的方法和装置。 现有结构的一部分被修复结构覆盖。 一个或多个支座联接到现有结构以从现有结构的表面向外突出。 通过在垂直于现有结构的表面的方向上迫使一个或多个面板并且在与现有结构间隔开的位置处与支架的支座连接器部件接合，将一个或多个包覆面板联接到支座。 可将可固化的建筑材料和/或绝缘体引入到包层板和现有结构之间的空间中以提供修复结构。

公开(公告)号：WO2010078645A1

公开(公告)日：2010-07-15

申请号：PCT/CA2010/000003

申请日：2010-01-07

Applicant: CFS CONCRETE FORMING SYSTEMS INC. ,  RICHARDSON, George David ,  KRIVULIN, Semion ,  ROSAS-GRACIDA, Jorge Ricardo ,  FANG, Zi Li

Inventor： RICHARDSON, George David ,  KRIVULIN, Semion ,  ROSAS-GRACIDA, Jorge Ricardo ,  FANG, Zi Li

IPC: E04G23/02 ,  E04B2/86 ,  E04G11/06

CPC classification number: E04G23/0218 ,  E04B2/8641

Abstract: Methods are provided for repairing an existing structure to cover at least a portion of the existing structure with a repair structure. Such methods comprise mounting one or more standoff retainers to the existing structure; coupling one or more standoffs to the standoff retainers such that the standoffs extend away from the existing structure; coupling one or more cladding panels to the standoffs such that the panels are spaced apart from the structure to provide a space therebetween; and introducing a curable material to the space between the panels and the existing structure, the panels acting as at least a portion of a formwork for containing the curable material until the curable material cures to provide a repair structure cladded, at least in part, by the panels. Corresponding apparatus for effecting such methods are also provided.

Abstract translation: 提供了用于修复现有结构以用修复结构覆盖现有结构的至少一部分的方法。 这种方法包括将一个或多个支架固定器安装到现有结构上; 将一个或多个支座联接到支座保持器，使得支座远离现有结构延伸; 将一个或多个包覆面板耦合到所述支座，使得所述面板与所述结构间隔开以在其间提供空间; 并且将可固化材料引入到所述板和现有结构之间的空间中，所述板用作容纳可固化材料的模板的至少一部分，直到可固化材料固化以提供至少部分地由 面板。 还提供了用于实现这种方法的相应装置。

公开(公告)号：WO2009059410A1

公开(公告)日：2009-05-14

申请号：PCT/CA2008/001951

申请日：2008-11-07

Applicant: CFS CONCRETE FORMING SYSTEMS INC. ,  RICHARDSON, George David ,  KRIVULIN, Semion

Inventor： RICHARDSON, George David ,  KRIVULIN, Semion

IPC: E04B2/86 ,  E04C2/30 ,  E04G17/00 ,  E04G19/00

CPC classification number: E04G17/00 ,  E04B1/66 ,  E04B2/86 ,  E04B2/8641 ,  E04B2002/867 ,  E04B2002/8676 ,  E04G9/02 ,  E04G11/06 ,  E04G13/021

Abstract: A stay-in-place form for casting concrete structures comprises a plurality of elongate panels interconnectable in edge-to-edge relationship via complementary connector components on their longitudinal edges to define at least a portion of a perimeter of the form. Each panel comprises a first contoured connector component comprising a protrusion on a first longitudinal edge thereof and a second contoured connector component comprising a receptacle on a second longitudinal edge thereof. The panels are connectable to one another in edge-to-edge relationship by positioning the protrusion of a first panel in or near the receptacle of a second panel and effecting relative pivotal motion between the first connector component of the first panel and the second connector component of the second panel to extend the protrusion of the first panel into the receptacle of the second panel.

Abstract translation: 用于铸造混凝土结构的固定形式包括多个细长板，其可在其纵向边缘上经由互补连接器部件以边缘至边缘的关系互连，以限定该形式的周边的至少一部分。 每个面板包括第一轮廓连接器部件，其包括在其第一纵向边缘上的突起部和包括在其第二纵向边缘上的插座的第二轮廓连接器部件。 面板通过将第一面板的突起定位在第二面板的插座中或其附近，并且在第一面板的第一连接器部件与第二连接器部件之间进行相对的枢转运动，从而能够以边缘到边缘的关系彼此连接 以将第一面板的突起延伸到第二面板的容器中。

公开(公告)号：WO2010037211A1

公开(公告)日：2010-04-08

申请号：PCT/CA2009/001347

申请日：2009-10-01

Applicant: CFS CONCRETE FORMING SYSTEMS INC. ,  RICHARDSON, George, David ,  KRIVULIN, Semion

Inventor： RICHARDSON, George, David ,  KRIVULIN, Semion

IPC: E04F13/00 ,  B28B23/00 ,  B32B13/12 ,  B32B7/12 ,  E04B2/84 ,  E04G11/08 ,  E04G11/32 ,  E04G23/02

CPC classification number: E04B2/8664 ,  B28B11/04 ,  B28B19/0046 ,  E04B9/306 ,  E04C3/083 ,  E04C2003/0452 ,  E04F13/002 ,  E04G23/0218

Abstract: Flexible liners are provided for lining a surface of a structure fabricated from concrete, other cementitious materials or other curable materials. The flexible liner comprises a flexible lining material and a bonding mechanism located on an interior surface of the flexible lining material. The bonding mechanism is capable of adhering to the curable material as the curable material solidifies to line the surface of the resultant structure with the flexible lining material. The bonding mechanism may comprise a chemical or physical structure suitable for bonding to the concrete, a roughened or piled texture suitable for bonding to concrete and/or one or more anchors which extend into the curable material prior to curing to thereby anchor the flexible lining material to the resultant structure as the curable material solidifies. Methods are providing for use of the flexible liners.

Abstract translation: 提供柔性衬里，用于衬里由混凝土，其他水泥材料或其他可固化材料制成的结构的表面。 柔性衬里包括柔性衬里材料和位于柔性衬里材料的内表面上的结合机构。 当可固化材料凝固时，粘合机构能够粘附到可固化材料上，以使柔性衬里材料对所得结构的表面进行排列。 接合机构可以包括适于粘结到混凝土的化学或物理结构，适于粘结到混凝土的粗糙或堆积的结构和/或一个或多个在固化之前延伸到可固化材料中的锚固件，从而锚固柔性衬里材料 与可固化材料固化的结果。 方法是提供使用柔性衬垫。

公开(公告)号：WO2009092158A1

公开(公告)日：2009-07-30

申请号：PCT/CA2009/000052

申请日：2009-01-21

Applicant: OCTAFORM SYSTEMS INC. ,  RICHARDSON, George David ,  KRIVULIN, Semion ,  BRECKENRIDGE, Jaret

Inventor： RICHARDSON, George David ,  KRIVULIN, Semion ,  BRECKENRIDGE, Jaret

IPC: E04B2/86

CPC classification number: E04G15/02 ,  E06B1/02

Abstract: A stay-in-place buck for defining an opening in a cast concrete structure has a plurality of frame members arrangeable in an abutting relationship. Each of the frame members has a panel extending transversely between outer opposed panels of a stay-in-place form- work. Flanges extend from opposed edges of the frame member panel for abutment against outer surfaces of the outer opposed panels. Each flange has opposed mitered end edges for abutment against adjacent mitered end edges of flanges of adjacent frame members. The buck also includes fastener-receivers connectable to the panels of the frame members to form one or more fastener-receiving frames extending at least partially about a perimeter of the buck. Each fastener-receiver has mitered edge portions for abutment against adjacent mitered edge portions of adjacent fastener- receivers.

Abstract translation: 用于限定铸造混凝土结构中的开口的停留位置降低具有能够以邻接关系布置的多个框架构件。 每个框架构件具有横向地延伸在就地形成工件的外部相对的面板之间的面板。 法兰从框架构件面板的相对边缘延伸，以抵靠外部相对面板的外表面。 每个凸缘具有相对的倾斜端边缘，用于抵靠相邻框架构件的凸缘的相邻斜边缘。 降压还包括可连接到框架构件的面板的紧固件接收器，以形成至少部分地围绕降压的周边延伸的一个或多个紧固件接收框架。 每个紧固件 - 接收器具有倾斜的边缘部分，用于抵靠相邻紧固件 - 接收器的相邻倾斜边缘部分。

公开(公告)号：WO2008119178A1

公开(公告)日：2008-10-09

申请号：PCT/CA2008/000608

申请日：2008-04-02

Applicant: CFS CONCRETE FORMING SYSTEMS INC. ,  RICHARDSON, George David ,  KRIVULIN, Semion ,  JOHNSON, James ,  BRECKENRIDGE, Jaret

Inventor： RICHARDSON, George David ,  KRIVULIN, Semion ,  JOHNSON, James ,  BRECKENRIDGE, Jaret

IPC: E04G11/32 ,  B28B23/00 ,  E04B1/16

CPC classification number: E04B1/04 ,  B28B19/003 ,  B28B19/0046 ,  B28B23/02 ,  E04B1/6803 ,  E04B2/8605 ,  E04B2002/8688

Abstract: Methods and apparatus are provided for lining one or more surfaces of concrete structures during fabrication thereof. A structure-lining apparatus comprises a plurality of structure-lining panels and a plurality of concrete-anchoring components. The panels, which may extend in longitudinal and transverse directions, are interconnected to one another in edge-to-edge relationship at their transverse edges to line at least a portion of the interior of the structural form. The concrete-anchoring components extend in an inward/outward direction from the panels. The concrete-anchoring components may: be integrally formed with the panels; connect to the panels via suitably configured connector components; and/or connect edge-adjacent panels to one another. The concrete-anchoring components may comprise concrete-anchoring features which may extend in the longitudinal and transverse directions (e.g. in a plane parallel to the panels) to provide concrete-anchoring surfaces. In particular embodiments, the concrete-anchoring features comprise a stem which extends in the inward/outward and longitudinal directions and, at a distance spaced apart from the panels in the inward/outward direction, one or more leaves which extend in the longitudinal and transverse directions to provide anchoring surfaces. Concrete is then poured into the form on an interior of the lining panels and allowed to solidify in the form. As the concrete solidifies, the concrete-anchoring components bond the lining panels to the resultant concrete structure.

Abstract translation: 提供了用于在其制造期间衬里一个或多个混凝土结构表面的方法和装置。 结构衬里装置包括多个结构衬板和多个混凝土锚固部件。 可在纵向和横向方向上延伸的面板在其横向边缘处以边缘到边缘的关系彼此互相连接，以将结构形式内部的至少一部分排列。 混凝土锚固部件从面板向内/向外的方向延伸。 混凝土锚固部件可以：与面板一体形成; 通过适当配置的连接器组件连接到面板; 和/或将边缘相邻的面板彼此连接。 混凝土锚固部件可以包括可在纵向和横向（例如，平行于板的平面）中延伸的混凝土锚固特征，以提供混凝土锚固表面。 在具体实施例中，混凝土锚固特征包括沿着向内/向外和纵向方向延伸的杆，并且在向内/向外方向上与面板间隔开的距离处，一个或多个沿纵向和横向延伸的叶片 提供锚固表面的方向。 然后将混凝土倒入衬里板内部的形式，并允许以此形式固化。 当混凝土凝固时，混凝土锚固部件将衬板粘合到所得到的混凝土结构上。