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1. 发明申请

US20230061416A1 JOINT FORMER APPARATUS 有权
公开(公告)号：US20230061416A1
公开(公告)日：2023-03-02
申请号：US17895244
申请日：2022-08-25
申请人： Illinois Tool Works Inc.
发明人： Greg Stephen Mason
IPC分类号： E04B5/36
摘要： A joint former apparatus for forming a joint between concrete elements, the joint former apparatus including an upper wall and a lower wall below the upper wall, wherein the upper wall forms a wavelike configuration, the lower wall forms a wavelike configuration, and wherein the wavelike configuration of the lower wall is longitudinally offset relative to the wavelike configuration of the upper wall.

2. 发明申请

US20190309515A1 Stay-in-Place Forms and Methods and Equipment for Installation Thereof 审中-公开
公开(公告)号：US20190309515A1
公开(公告)日：2019-10-10
申请号：US16450456
申请日：2019-06-24
申请人： Precasteel, LLC
发明人： Gary Michael Dinmore , John Stanley Deerkoski
IPC分类号： E04B5/36 , E04B5/32 , E04B5/40 , E01D21/00 , E01D21/10 , E04G11/36 , E01D19/10
摘要： Stay-in-place forms and methods and equipment for installing thereof. A concrete form includes a vertical component and a horizontal component, the vertical component located substantially perpendicular to the horizontal component. Also, the form includes an interior surface, at least a portion of the interior surface providing a form for supporting uncured concrete; wherein the uncured concrete forms a concrete structural portion upon curing of the uncured concrete; and wherein the interior surface remains attached to the concrete structural portion after curing. The form may include inserts and compatible form attachments. Also, forms including recesses may be utilized to reduce the weight thereof. Lifting equipment and accessories may be utilized to lift the form from a form holder and set same in place. Forms contain the work area as soon as it is installed to minimize fall hazards and the time, costs, and downtime associated with installation of safety measures.

3. 发明授权

US10119281B2 Joint edge assembly and formwork for forming a joint, and method for forming a joint 有权
公开(公告)号：US10119281B2
公开(公告)日：2018-11-06
申请号：US15410290
申请日：2017-01-19
申请人： Illinois Tool Works Inc.
发明人： Robert U. Connell
IPC分类号： E04B2/82 , E04B9/00 , E04G1/22 , E04G11/48 , E04B5/36 , E01C11/02 , E01C11/14 , E04B1/48 , E04G21/18 , E04B5/32 , E04C5/06
摘要： Various embodiments of the present disclosure provides a joint edge assembly and a reusable multiple position height adjuster and method of positioning and installing joint edge assembly and the reusable multiple position height adjuster for forming two adjacent concrete slabs and a joint between such adjacent concrete slabs.

4. 发明授权

US10066404B2 Method and apparatus for forming a formwork for a concrete slab 有权
公开(公告)号：US10066404B2
公开(公告)日：2018-09-04
申请号：US14895972
申请日：2014-06-05
申请人： Fabio Parodi
发明人： Fabio Parodi
IPC分类号： E04G15/06 , E04G9/02 , E04G9/08 , E04B5/21 , E04B5/36 , E04C5/16 , E04G11/46 , E04G17/00 , E04G17/02
CPC分类号： E04G15/061 , E04B5/21 , E04B5/36 , E04C5/168 , E04G9/021 , E04G9/086 , E04G11/46 , E04G17/00
摘要： A method and apparatus for forming a formwork for a ribbed or waffle concrete slab is provided. The apparatus includes a rectangular block having a ledge around the base, the ledge having a dimension of half the desired width of the base ribs of the concrete slab, and a keystone connector. The keystone connector has an engagement portion configured to attach to an engagement portion on each block. In a method, the blocks are laid out so that the ledges of adjacent blocks are in contact. A keystone connector is then placed at each intersection of four blocks by attaching the respective engagement portions of the keystone connector and each block so that the keystone connector holds each of the four blocks in place relative to one another. The keystone connector is also configured to retain a reinforcing rod laid in the channel between adjacent blocks.

5. 发明申请

US20170328051A1 Modular Stormwater Retention System 审中-公开
公开(公告)号：US20170328051A1
公开(公告)日：2017-11-16
申请号：US15663990
申请日：2017-07-31
申请人： Joseph S. Miskovich
发明人： Joseph S. Miskovich
IPC分类号： E03F1/00 , E02B11/00 , E04B5/36 , E04F15/12 , E04B5/32
CPC分类号： E03F1/002 , E02B11/005 , E03F1/003 , E03F1/005 , E03F5/10 , E04B5/326 , E04B5/36 , E04B5/48 , E04F15/123 , Y10T29/49826
摘要： A modular fluid retention system and method for exemplary uses collecting and temporarily retaining fluids, for example stormwater run-off. One example of the system includes a plurality of modular retaining units which are selectively connected together to form an interior chamber volume for collecting stormwater run-off directed into the chamber volume. A plurality of modular trays are engaged with portions of the respective retention units to prevent relative movement of the retention units and eliminate, or substantially reduce, the need for porous material to be installed in and around the retention units greatly increasing the excavation void space usable for water collection and retention. In an alternate application, only a plurality of modular trays are used as the vertical support and fluid retention volume structure for the fluid retention system.

6. 发明申请

US20160290030A1 INTERFACE BETWEEN A FLOOR PANEL AND A PANEL TRACK 审中-公开
标题翻译：一个地板面板和面板之间的接口
公开(公告)号：US20160290030A1
公开(公告)日：2016-10-06
申请号：US14779831
申请日：2014-08-30
申请人： INNOVATIVE BUILDING TECHNOLOGIES, LLC
发明人： Arlan Collins , Mark Woerman
IPC分类号： E06B1/70 , E06B3/46 , E04B5/36 , E05D15/06
CPC分类号： E06B1/70 , E04B5/36 , E04B5/40 , E04B2005/322 , E05D15/0686 , E06B3/46 , E06B3/4636
摘要： An example apparatus is disclosed that may include a bottom plate, a front plate coupled along a bottom edge to a front edge of the bottom plate, a top plate coupled along a front edge to a top edge of the front plate such that a channel is formed between the bottom and top plates, a vertical stopping plate coupled along a lower edge to a back edge of the top plate, a hat channel coupled to an inner surface of the channel, wherein the hat channel runs perpendicular to a length of the channel, and a embedding material inside the hat channel, wherein the embedding material is adjacent to a bottom surface of the top plate. An example method is disclosed that may include coupling a closure piece to a floor panel and coupling a track to the closure piece.
摘要翻译：公开了一种示例性设备，其可以包括底板，沿着底部边缘连接到底板的前边缘的前板，沿着前边缘连接到前板的顶部边缘的顶板，使得通道是形成在底板和顶板之间，沿着下边缘连接到顶板的后边缘的垂直止动板，连接到通道的内表面的帽通道，其中帽通道垂直于通道的长度延伸以及嵌入材料在帽子通道内，其中所述嵌入材料邻近所述顶板的底表面。公开了一种示例性方法，其可以包括将闭合件联接到地板镶板并将轨道连接到封闭件上。

7. 发明申请

US20160122998A1 FORMWORK OF REDUCING THICKNESS DUE TO LOADING OF SLAB CAST IN-SITU 审中-公开
标题翻译：减少厚度加载SLAB CAST IN-SITU的工作
公开(公告)号：US20160122998A1
公开(公告)日：2016-05-05
申请号：US14896068
申请日：2014-06-11
申请人： Fabio PARODI
发明人： Fabio Parodi
IPC分类号： E04B1/36 , E04B1/98 , E04H9/02 , E04B5/36
CPC分类号： E04H9/021 , E04B1/36 , E04B1/985 , E04B5/36 , E04B5/38 , E04G9/08 , E04G9/086 , E04G9/10 , G01N5/04
摘要： An apparatus for forming a concrete slab to be supported on a surface of load bearing members, and a method of use of the apparatus, are provided. The apparatus may includes a support element having a layer of active material bonded on each side by a backing sheet. The active material is chosen to slowly compress over time when placed under a load of the concrete when poured onto the apparatus. The rate of compression is chosen such that the layer of active material continues to support the slab until such time as the slab becomes self-supporting (i.e., the concrete has cured/set) on the load bearing members. The active material is chosen such that the load supported by the active material reduces gradually from an original value of 100% when the concrete is poured to less than 40% of its original value after 10 days as the concrete cures. Another feature is the inclusion of a surface of the backing sheet with a relatively low coefficient of friction. When two support elements are laid one on top of the other with the surfaces in contact, the upper support element may slide over the lower support element, for example during a seismic event.
摘要翻译：提供一种用于形成承载在承载构件的表面上的混凝土板的装置以及该装置的使用方法。该装置可以包括支撑元件，其具有通过背衬片在每一侧上结合的活性材料层。选择活性材料，当将其放置在装在装置上的混凝土的载荷下时随时间缓慢地压缩。选择压缩速率使得活性材料层继续支撑板坯，直到板坯在承载构件上自支撑（即，混凝土已经固化/固定）为止。选择活性材料，使得当混凝土浇注到混凝土固化10天后的初始值的40％以下时，由活性材料负载的载荷从100％的原始值逐渐降低。另一个特征是具有相对低的摩擦系数的背衬片的表面。当两个支撑元件以彼此接触的表面放置在另一个之上时，例如在地震事件期间，上支撑元件可能在下支撑元件上滑动。

8. 发明申请

US20160090738A1 SUPPORTING ELEMENT FOR PIPES IN BUILDINGS AND APPLICATION METHOD OF A PIPE SUPPORTING ELEMENT IN A FLAGSTONE 有权
标题翻译：在建筑物中支撑管道的元件和管道支撑元件在FLAGSTONE中的应用方法
公开(公告)号：US20160090738A1
公开(公告)日：2016-03-31
申请号：US14955899
申请日：2015-12-01
申请人： Wladimir de Freitas Silvestre
发明人： Wladimir de Freitas Silvestre
IPC分类号： E04B5/48 , F16L3/08 , F16L5/00 , E04B5/36
CPC分类号： E04B5/48 , E04B5/36 , E04G15/00 , E04G15/061 , F16L5/10 , F16L5/14 , H02G3/22
摘要： This relates to a pipe supporting element (1) used to contain a pipe (15) that is used in buildings for hydraulic, electrical and other pipes. In one preferred arrangement, the aforementioned pipe supporting element comprises polyethylene foam, is as thick as a partition (wall or paving slab), has at least two anchoring points located on the side faces (3) thereof, and includes at least one through hole (2) between a first face (1) and a second face (2).
摘要翻译：这涉及用于容纳用于液压，电气和其他管道的建筑物中的管道（15）的管道支撑元件（1）。在一个优选的布置中，上述管支撑元件包括聚乙烯泡沫，与隔壁（壁或铺路板）一样厚，具有位于其侧面（3）上的至少两个锚定点，并且包括至少一个通孔（2）在第一面（1）和第二面（2）之间。

9. 发明授权

US08429876B2 Concrete rib construction method 有权
标题翻译：混凝土肋施工方法
公开(公告)号：US08429876B2
公开(公告)日：2013-04-30
申请号：US12583952
申请日：2009-08-27
申请人： Eugenio Santiago Aburto
发明人： Eugenio Santiago Aburto
IPC分类号： E04B2/84 , E04B5/32 , E04B5/36 , E04B5/38
CPC分类号： E04B1/161
摘要： A system for constructing building consisting of connected T-beams for walls and roof. To create the T shape the system uses blocks of rigid insulation as forming, which are embedded in the poured-in-place concrete. These blocks serve to insulate the structure. The final structure is a monolithic box where the foundation, (101, 102), and (103) is the lower face, walls are the vertical faces of the box, attached to the foundation by dowels (104) to the walls reinforcement part (105) and the roof (118, 119, 120), and (121) is the top. This results in a sturdy structure with integrated high insulation (111) and (122) in walls and roof. Metal nailers (123) with the polystyrene foam strips (124) can be embedded in the ends of the T-beam stems. These nailers ease the insertion of screws to wall and ceiling interiors, allowing the building interior to be finished with gypsum board or paneling.
摘要翻译：一种用于建筑物的系统，包括连接的T型梁用于墙壁和屋顶。为了形成T形，系统使用刚性绝缘块作为成型，嵌入到浇注混凝土中。这些块用于隔离结构。最后的结构是一个整体的盒子，其中基座（101,102）和（103）是下表面，壁是箱子的垂直面，通过销钉104连接到基座上， 105），屋顶（118,119,120）和（121）是顶部。这导致在墙壁和屋顶中具有集成的高绝缘（111）和（122）的坚固结构。具有聚苯乙烯泡沫条（124）的金属钉枪（123）可以嵌入在T型梁杆的端部中。这些钉子可以方便地将螺钉插入墙壁和天花板内部，从而允许建筑物内部用石膏板或镶板完成。

10. 发明申请

US20050072061A1 Modular system of permanent forms for casting reinforced concrete buildings on site 有权
标题翻译：现场铸造钢筋混凝土建筑的永久形式的模块化系统
公开(公告)号：US20050072061A1
公开(公告)日：2005-04-07
申请号：US10679849
申请日：2003-10-06
申请人： Oscar Marty
发明人： Oscar Marty
IPC分类号： E04B1/16 , E04B5/36 , E04B5/38 , E04B7/10 , E04H1/00
CPC分类号： E04B1/165 , E04B5/36 , E04B5/38 , E04B7/102
摘要： A permanent form building assembly includes one or more GRC forms having a one or more open cavities and a reinforcement structure. The GRC forms are designed and configured for a predetermined application. The reinforcement structure is inserted within the open cavities of the GRC forms prior to filling with concrete.
摘要翻译：永久性建筑组件包括具有一个或多个开放空腔和加强结构的一个或多个GRC形式。 GRC表格被设计和配置用于预定应用。在填充混凝土之前，将加固结构插入到GRC形式的开口腔内。

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