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公开(公告)号：US20180245342A1
公开(公告)日：2018-08-30
申请号：US15967908
申请日：2018-05-01
Applicant: Schluter Systems L.P.
Inventor： Werner Schluter
CPC classification number: E04B5/17 , E04B1/625 , E04B1/6801 , E04B1/6803 , E04B1/74 , E04B5/48 , E04F13/0875 , E04F13/0885
Abstract: A method for manufacturing a facade structure includes fastening to a load-bearing underground of a facade a dimensionally stable insulating layer having a supporting outer surface. Spacers of the same height are fastened to the insulating layer such that the spacers protrude outward from the insulating layer. An elastic adhesive is applied at points and/or as rows onto the insulating layer and/or the tile elements in areas in which no spacers are disposed, the height of the applied adhesive being greater than the height of the spacers. The tile elements are adhered to the insulating layer by pressing the tile elements against the spacers, whereby hollow spaces remain between the tile elements and the insulating layer due to the point-like and/or rows of applied adhesive.
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公开(公告)号：US20160208475A1
公开(公告)日：2016-07-21
申请号：US15003665
申请日：2016-01-21
Applicant: NUCOR CORPORATION
Inventor： Glenn Wayne Studebaker , David Lee Samuelson , Lionel Edward Dayton
CPC classification number: E04B1/165 , E04B1/4157 , E04B5/17 , E04B5/18 , E04B5/40 , E04B2005/173 , E04B2005/176 , E04B2005/322 , E04B2103/02 , E04B2103/06 , E04C3/08 , E04C2003/0491 , F16B5/0275 , F16B25/0031 , F16B25/0094 , F16B25/103 , F16B33/06 , F16B35/048
Abstract: Embodiments of the present invention provide systems for connecting a flooring system to a vertical wall. In one embodiment the building structure includes a floor comprising a cementitious slab and a wall supporting at least a portion of the cementitious slab. A plurality of stand-off fasteners extend from the top of the wall into the cementitious slab and are configured to transfer forces between the cementitious slab and the wall. The stand-off fasteners comprise a lower portion and an upper stand-off portion. The lower portion is operatively coupled to the top of the wall, and the upper stand-off portion extends above the top of the wall and is encapsulated within the cementitious slab. In some embodiments, at least a portion of the lower portion is heat treated to a higher degree of hardness relative to the remainder of the stand-off screw.
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公开(公告)号：US20150068138A1
公开(公告)日：2015-03-12
申请号：US14484051
申请日：2014-09-11
Applicant: Aditazz, Inc.
Inventor： Zigmund Rubel , Donald Foldenauer , Sungmin Kim
CPC classification number: E04B5/14 , E04B1/24 , E04B5/023 , E04B5/04 , E04B5/10 , E04B5/17 , E04B5/44 , E04B2001/2424 , E04B2001/2442 , E04B2001/2454 , E04B2001/2484 , E04B2005/176 , E04C2/06 , E04C5/04 , E04C5/16
Abstract: Embodiments of a deck assembly module for a steel framed building include a modular concrete deck platform. The platform includes a concrete slab having a top major surface and a bottom major surface and a structural grid pattern of reinforcing bar within the concrete slab. The concrete slab further includes a shear connector opening on a side surface of a side of the concrete slab. The shear connector opening is a recess on the side surface of the concrete slab. The platform further includes an integrated attachment assembly within the shear connector opening on the side of the concrete slab. The integrated attachment assembly includes a shear connector rebar including an extension of continuous reinforcing bar extending out of the shear connector opening and back into the shear connector opening. The shear connector rebar and the shear connector opening form a closed loop.
Abstract translation: 用于钢结构建筑物的甲板组件模块的实施例包括模块化混凝土甲板平台。 平台包括混凝土板，其具有顶部主表面和底部主表面以及在混凝土板内的钢筋的结构网格图案。 混凝土板还包括在混凝土板的侧面的侧表面上的剪切连接器开口。 剪切连接器开口是在混凝土板的侧表面上的凹部。 平台还包括在混凝土板侧面上的剪切连接器开口内的集成附接组件。 集成的附接组件包括剪切连接器钢筋，其包括从剪切连接器开口延伸出并连接到剪切连接器开口中的连续钢筋的延伸部。 剪切连接器钢筋和剪切连接器开口形成闭环。
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公开(公告)号：US08230657B2
公开(公告)日：2012-07-31
申请号：US12019329
申请日：2008-01-24
Applicant: Glenn Wayne Studebaker , David Lee Samuelson , Lionel Edward Dayton
Inventor： Glenn Wayne Studebaker , David Lee Samuelson , Lionel Edward Dayton
IPC: E04B1/18
CPC classification number: E04B1/165 , E04B1/4157 , E04B5/17 , E04B5/18 , E04B5/40 , E04B2005/173 , E04B2005/176 , E04B2005/322 , E04B2103/02 , E04B2103/06 , E04C3/08 , E04C2003/0491 , F16B5/0275 , F16B25/0031 , F16B25/0094 , F16B25/103 , F16B33/06 , F16B35/048
Abstract: The composite joist floor system includes joists supported by supporting members. Corrugated steel decking is positioned over the joists such that the corrugations are substantially perpendicular to the joists. Self-drilling, self-tapping, stand-off screws are spaced along the length of the joist, aligned with the deck corrugations. These stand-off screws provide the required shear transfer between the joist and concrete slab to form a composite floor system. The placed concrete encapsulates the upper non-threaded shank portions of the stand-off screws and the end of the joists. After the concrete has cured, the resultant system comprised of steel joists, steel decking, stand-off screws, and concrete, act together to form a composite system with greater load carrying capacity and less vertical deflection. The stand-off screws connect the joist upper chords to the concrete slab allowing the joist and concrete slab to act as a unit, by transferring shear between the two joined components.
Abstract translation: 复合托梁地板系统包括由支撑构件支撑的托梁。 波纹钢甲板位于托梁上方，使得波纹基本上垂直于托梁。 自攻螺钉，自攻螺钉和直立螺钉沿着托梁的长度间隔开，与甲板波纹对齐。 这些隔离螺钉在托梁和混凝土板之间提供所需的剪切传递以形成复合地板系统。 放置的混凝土封装了支架螺钉的上部无螺纹柄部分和托梁的末端。 在混凝土固化后，由钢托梁，钢甲板，支座螺钉和混凝土组成的合成系统一起起作用，形成具有更大载荷能力和较小垂直偏转的复合系统。 支架螺钉将托梁上弦杆连接到混凝土板，允许托梁和混凝土板作为一个单元，通过在两个连接的部件之间传递剪切力。
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公开(公告)号：US11959278B2
公开(公告)日：2024-04-16
申请号：US17264249
申请日：2019-07-31
Applicant: Pfeifer Holding GmbH & Co. KG
Inventor： Krzysztof Janczura , Jerzy Derysz
CPC classification number: E04C3/294 , E04B5/17 , E04C3/20 , E04C5/0622
Abstract: The invention relates to a supporting beam, in particular of composite design, for slab systems, in particular of composite design, wherein the supporting beam extends in a longitudinal direction and has: a support extending in the longitudinal direction, in particular a steel support, which is formed in at least two pieces and has at least two support parts which each extend in the longitudinal direction.
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Patent Agency Ranking
公开(公告)号：US20160186431A1
公开(公告)日：2016-06-30
申请号：US14868063
申请日：2015-09-28
Applicant: Schluter Systems L.P.
Inventor： Werner Schluter
CPC classification number: E04B5/17 , E04B1/625 , E04B1/6801 , E04B1/6803 , E04B1/74 , E04B5/48 , E04F13/0875 , E04F13/0885
Abstract: A facade structure comprises a load-bearing underground, an insulating layer fastened to the load-bearing underground, said insulating layer being made of dimensionally-stable insulating panels with flat and supporting outer surfaces, and a tile covering which forms the outer skin of the facade structure and which comprises a plurality of tile elements fastened to the insulating layer by way of an adhesive, wherein the adhesive is designed to be elastic and is applied to the tile elements and/or the insulating layer in point or row-like fashion, and that spacers are disposed between the tile elements and the insulating layer, said spacers defining hollow interconnected spaces between the individual tile elements and the insulating layer.
Abstract translation: 立面结构包括承重地下，绝缘层固定在承重地下，所述绝缘层由尺寸稳定的具有平坦且支撑的外表面的绝缘板制成，以及形成覆盖层的外皮的瓷砖覆盖物 门面结构，其包括通过粘合剂固定到绝缘层的多个瓷砖元件，其中粘合剂被设计为具有弹性的，并且以点或列状方式施加到瓷砖元件和/或绝缘层上， 并且间隔件设置在瓦片元件和绝缘层之间，所述间隔件在各个瓦片元件和绝缘层之间限定中空的互连空间。
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公开(公告)号：US20130008112A1
公开(公告)日：2013-01-10
申请号：US13538491
申请日：2012-06-29
Applicant: Glenn Wayne Studebaker , David Lee Samuelson , Lionel Edward Dayton
Inventor： Glenn Wayne Studebaker , David Lee Samuelson , Lionel Edward Dayton
CPC classification number: E04B1/165 , E04B1/4157 , E04B5/17 , E04B5/18 , E04B5/40 , E04B2005/173 , E04B2005/176 , E04B2005/322 , E04B2103/02 , E04B2103/06 , E04C3/08 , E04C2003/0491 , F16B5/0275 , F16B25/0031 , F16B25/0094 , F16B25/103 , F16B33/06 , F16B35/048
Abstract: The composite joist floor system includes joists supported by supporting members. Corrugated steel decking is positioned over the joists such that the corrugations are substantially perpendicular to the joists. Self-drilling, self-tapping, stand-off screws are spaced along the length of the joist, aligned with the deck corrugations. These stand-off screws provide the required shear transfer between the joist and concrete slab to form a composite floor system. The placed concrete encapsulates the upper non-threaded shank portions of the stand-off screws and the end of the joists. After the concrete has cured, the resultant system comprised of steel joists, steel decking, stand-off screws, and concrete, act together to form a composite system with greater load carrying capacity and less vertical deflection. The stand-off screws connect the joist upper chords to the concrete slab allowing the joist and concrete slab to act as a unit, by transferring shear between the two joined components.
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公开(公告)号：US4718210A
公开(公告)日：1988-01-12
申请号：US883113
申请日：1986-07-08
Applicant: James P. McCourt , Cecil L. Foley, Jr. , Danny L. Shuler , Robert J. Shuler
Inventor： James P. McCourt , Cecil L. Foley, Jr. , Danny L. Shuler , Robert J. Shuler
Abstract: A fastener is disclosed for affixing void-forming members to underlying concrete slabs for use in composite slab construction. Each fastener comprises a stem having a cross limb with a barbed end for insertion into a foam member, a stabilizer bar transversely projecting from one side of the stem intermediate its ends, and bottom barbs. Upon insertion of the barbs of the cross limb into a foam member and projection of the bottom barbs of the stem into a concrete slab, the foam member is thus secured thereto. Several fasteners spaced around the periphery of the member are employed. The concrete slab with void-forming members installed is then overlaid with a poured concrete cap, thereby forming a unitary composite construction.
Abstract translation: 公开了一种紧固件，用于将空隙形成构件固定在用于复合板结构中的下面的混凝土板上。 每个紧固件包括具有横杆的杆，所述横杆具有用于插入泡沫构件的倒钩端，从杆的一侧横向突出于其末端的稳定杆和底倒钩。 在将十字叉的倒钩插入泡沫构件中并将杆的底倒钩突出到混凝土板中时，泡沫构件因此被固定到其上。 使用围绕构件的周边间隔开的几个紧固件。 然后将安装有空隙形成构件的混凝土板与浇注的混凝土盖重叠，从而形成一体的复合结构。
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公开(公告)号：US3218767A
公开(公告)日：1965-11-23
申请号：US3021460
申请日：1960-05-19
Applicant: OWENS ILLINOIS GLASS CO
Inventor： STARK CHARLES H
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公开(公告)号：US09988814B2
公开(公告)日：2018-06-05
申请号：US14868063
申请日：2015-09-28
Applicant: Schluter Systems L.P.
Inventor： Werner Schluter
CPC classification number: E04B5/17 , E04B1/625 , E04B1/6801 , E04B1/6803 , E04B1/74 , E04B5/48 , E04F13/0875 , E04F13/0885
Abstract: A facade structure comprises a load-bearing underground, an insulating layer fastened to the load-bearing underground, said insulating layer being made of dimensionally-stable insulating panels with flat and supporting outer surfaces, and a tile covering which forms the outer skin of the facade structure and which comprises a plurality of tile elements fastened to the insulating layer by way of an adhesive, wherein the adhesive is designed to be elastic and is applied to the tile elements and/or the insulating layer in point or row-like fashion, and that spacers are disposed between the tile elements and the insulating layer, said spacers defining hollow interconnected spaces between the individual tile elements and the insulating layer.
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