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1. 发明申请

US20180328038A1 Prefabricated Roof Plate Element and Method for its Production 审中-公开
公开(公告)号：US20180328038A1
公开(公告)日：2018-11-15
申请号：US16023913
申请日：2018-06-29
申请人： Peehr Mathias Ørnfeldt Svensson
发明人： Peehr Mathias Ørnfeldt Svensson
IPC分类号： E04C3/06 , E04D3/35
CPC分类号： E04C3/06 , E04B7/22 , E04C3/07 , E04C3/29 , E04C2003/0473 , E04D3/352
摘要： A prefabricated roof plate element (6) of the type comprising load-carrying girders in the form of longitudinal upper and lower steel frame parts placed at opposed sides of the roof plate element and corrugated at opposing upper and lower sides in longitudinal direction, where vertical side walls of said steel frame parts are interconnected by longitudinal connection plates (36) that form parts of said load carrying girders; and that said lower steel frame parts (4) furthermore are interconnected by an integral steel panel part (8) that forms the bottom of said roof plate element (6) and a ceiling of a building, respectively. The prefabricated roof plate element (6) is interconnected to other prefabricated roof plate elements (6) in a side-by-side manner to form a wider pre-fabricated roof plate element, the cavities of which are filled with insulation material, and are provided with a common top plate construction (70, 72) and a common roof foil covering (74).

2. 发明申请

US20180266106A1 Prefabricated Masonry Walls 审中-公开
公开(公告)号：US20180266106A1
公开(公告)日：2018-09-20
申请号：US15943438
申请日：2018-04-02
申请人： CONSTRUCTIVE, L.L.C.
发明人： Dave Muirhead , Jim Gendron , David Biggs , Stephen Winter
IPC分类号： E04B2/20
CPC分类号： E04B2/20 , E04B2/24 , E04B2/34 , E04B2/36 , E04B2002/0254 , E04C2/041 , E04C3/22 , E04C3/29 , E04C5/07 , E04C2002/002 , E04C2003/023 , E04G21/145 , E04G21/147 , E04G21/1841 , E04G21/185
摘要： A hollow prefabricated masonry wall panel is made at a fabrication site and is configured for transportation to a build site. The hollow prefabricated wall panel has a base row and an upper row formed of hollow blocks. A slit is formed in the top of each of the two side walls of the hollow blocks of the base row and upper row, the slit having a width no larger than 20% a width of a side wall. Provisional reinforcement is provided within each slit with a bonding material, a size of the slit and the provisional reinforcement configured to provide tensile strength during transportation of the hollow prefabricated wall panel from the fabrication site to the build site. At least one mid-row is laid between the base row and upper row so the hollow cavities are aligned to preserve hollow wall cavities that can accept code required reinforcement once transported to the build site.

3. 发明授权

US09896842B2 Interlocking panels and rail for an enclosure 有权
公开(公告)号：US09896842B2
公开(公告)日：2018-02-20
申请号：US14977044
申请日：2015-12-21
申请人： Kohler Co.
发明人： Kathryn Clouse , Divya Agarwal , Jeffry J. Radke
IPC分类号： E04B2/00 , E04B7/04 , E04B1/38 , E04C2/30 , E04C2/52 , E04D13/064 , E04H7/00 , E04C3/04
CPC分类号： E04C2/46 , E04B1/38 , E04B7/04 , E04C2/30 , E04C2/521 , E04C3/28 , E04C3/29 , E04C2003/0443 , E04C2003/046 , E04D13/064 , E04H7/00
摘要： A rail for an enclosure includes a horizontal leg configured to alternatively secure with a roof and a skid/tank of the enclosure. A first leg of the rail connects perpendicularly to the horizontal leg and a second leg connected perpendicular to the horizontal leg and opposes the first leg. The first leg and the second leg form a channel to receive a wall of the enclosure.

4. 发明授权

US09884597B2 Multi-strip beam-forming apparatus, method, and beam 有权
公开(公告)号：US09884597B2
公开(公告)日：2018-02-06
申请号：US15173797
申请日：2016-06-06
申请人： Shape Corp.
发明人： Joseph R. Matecki , Jonathon J. Pothoven
IPC分类号： B60R19/18 , B60R19/04 , B60R19/02 , B23K9/02 , E04C3/06 , E04C3/04 , B23K101/00
CPC分类号： B60R19/023 , B23K9/02 , B23K2101/006 , B60R19/04 , B60R19/18 , B60R2019/182 , B60R2019/1826 , E04C3/06 , E04C3/28 , E04C3/29 , E04C2003/0413 , E04C2003/043 , E04C2003/0439 , E04C2003/0465
摘要： A bumper reinforcement beam includes sheets pre-formed to have integral features and to have a final beam shape with non-radiused corners and optimal impact properties, including beams with constant or varied cross-sectional shapes, and beams made of steel, aluminum, or hybrid materials or combinations of material, all of which allow minimization of weight. The non-radiused corners offer excellent impact strength and properties. Beam impact properties can be improved or locally tuned for particular functional requirements by material selection, or by adding an internal reinforcement on an inside center of the front wall, or by localized annealing of the welds to minimize stress risers, or by localized features and shapes. The sheets can be welded using welding processes that provide low heat-affected-zones around the weld or by localized annealing, thus minimizing any adverse effect of welding.

5. 发明申请

US20180002920A1 COLUMN PROTECTOR AND COLUMN PROTECTION SYSTEM 审中-公开
公开(公告)号：US20180002920A1
公开(公告)日：2018-01-04
申请号：US15547575
申请日：2016-02-01
申请人： Sentry Protection LLC
发明人： James P. Ryan , Jeffrey P. Wagner
IPC分类号： E04B1/92 , E04G23/00 , E04C3/30
CPC分类号： E04B1/92 , E01F15/141 , E04C3/29 , E04C3/30 , E04C3/36 , E04G23/00
摘要： An apparatus for protection of an elongated structural support from impact, the apparatus includes an elongated impact protection component in the form of a unitary part having an inner surface, an outer surface, and a plurality of orthogonally-oriented projections spaced along a length of the elongated impact protection component. The projections of the elongated impact protection component include integrally formed connectors for interlocking connection to other same type impact protection components.

6. 发明授权

US09739061B2 Exotensioned structural members with energy-absorbing effects 有权
公开(公告)号：US09739061B2
公开(公告)日：2017-08-22
申请号：US14806599
申请日：2015-07-22
申请人： Michael Ian Brockwell
发明人： Michael Ian Brockwell
IPC分类号： E04C3/00 , E04C3/29 , E04C3/36 , B32B37/18 , B32B38/00 , B29C70/28 , B29C70/86 , E04C3/02 , B32B37/02 , B32B37/24 , D03D3/00 , D04H3/02 , B29K105/08
CPC分类号： E04C3/29 , B29C70/28 , B29C70/86 , B29K2105/08 , B29K2715/003 , B32B37/02 , B32B37/18 , B32B37/24 , B32B38/0004 , B32B2419/00 , B32B2605/18 , D03D3/00 , D04H3/02 , E04C3/02 , E04C3/36 , Y10T29/49625 , Y10T29/49826 , Y10T29/4998 , Y10T428/23 , Y10T428/24273
摘要： Structural members having enhanced load bearing capacity per unit mass include a skeleton structure formed from strips of material. Notches may be placed on the strips and a weave of tensile material placed in the notches and woven around the skeleton structure. At least one pair of structural members can be jointed together to provide very strong joints due to a weave patterns of tensile material, such as Kevlar, that distributes stress throughout the structure, preventing stress from concentrating in one area. Methods of manufacturing such structural members include molding material into skeletons of desired cross section using a matrix of molding segments. Total catastrophic failures in composite materials are substantially avoided and the strength to weight ratio of structures can be increased.

7. 发明申请

US20170191514A1 MULTI-TRACK BEAM MODULAR ASSEMBLY SYSTEM 有权
公开(公告)号：US20170191514A1
公开(公告)日：2017-07-06
申请号：US15466609
申请日：2017-03-22
申请人： Clifford Bollman
发明人： Clifford Bollman
IPC分类号： F16B12/44 , A47B21/04 , E04C3/04
CPC分类号： F16B12/44 , A47B13/02 , A47B21/04 , A47B2200/0016 , E04C3/04 , E04C3/29 , E04C2003/0413 , E04C2003/0421 , E04C2003/0439 , E04C2003/0465 , F16B7/187
摘要： Embodiments of a multi-track beam for use in modular assembly systems for office and industrial work stations. The embodiments have four corner tubes, bars, or channels arranged in a rectangular pattern in cross-section and connected in ways that provide improved ability to transmit torque along a long axis of the multi-track beam while providing improved resistance to bending under the forces of the torque. Fastening devices such a jam nuts may be inserted into the tracks to secure accessories to the multi-track beam or to other multi-track beams.

8. 发明申请

US20170073972A1 Friction Fit Composite Column 有权
标题翻译：摩擦配合复合柱
公开(公告)号：US20170073972A1
公开(公告)日：2017-03-16
申请号：US15363576
申请日：2016-11-29
申请人： Jack Walters & Sons, Corp.
发明人： Fredrick R. Gilbert , Daniel Pederson , Andrew Pritzl , Caynen Klessig
IPC分类号： E04C3/36 , E04B1/41
CPC分类号： E04C3/36 , E02D27/42 , E02D27/425 , E04B1/2608 , E04B1/30 , E04B1/40 , E04B2001/2644 , E04B2001/2672 , E04B2001/2684 , E04B2001/2692 , E04B2001/405 , E04C3/18 , E04C3/29 , E04C3/30 , E04C3/34 , E04H12/2253 , E04H12/2269 , E04H12/2276 , F16B15/0046 , F16B2015/0076
摘要： A composite assembly includes a series of elongated layers joined lengthwise thereof. At least two of the elongated layers each have an upper elongated portion and a lower elongated portion secured together in an end-to-end relationship at a joint therebetween by a connector arrangement. The upper elongated portion is constructed of a wood material, and the lower elongated portion is constructed of a non-wood material. The lower elongated portion may have a reinforcing rod therein.
摘要翻译：复合组件包括其纵向连接的一系列细长层。细长层中的至少两个分别具有上部细长部分和下部细长部分，该细长部分通过连接器装置在其间的连接处以端对端关系固定在一起。上部细长部分由木材材料构成，下部细长部分由非木质材料构成。下部细长部分可以在其中具有加强杆。

9. 发明申请

US20170044760A1 SOUND DAMPENING WALL 有权
公开(公告)号：US20170044760A1
公开(公告)日：2017-02-16
申请号：US15335340
申请日：2016-10-26
申请人： Jon Sessler , Michael Sessler
发明人： Jon Sessler , Michael Sessler
IPC分类号： E04B1/82 , E04B1/86 , E04B1/99 , E04B1/84 , E04B2/58 , E04B2/16
CPC分类号： E04B1/8209 , E04B1/8409 , E04B1/86 , E04B1/99 , E04B2/16 , E04B2/58 , E04B2/7409 , E04B2/7412 , E04B2/7457 , E04B2/789 , E04B2001/8263 , E04B2001/8457 , E04C3/29
摘要： An acoustic dampening dual-stud construction member is disclosed herein. The dual-stud construction member is composed of two single studs adhered to each other with an acoustic dampening material and spaced a fixed distance apart from each other as a single unitary member which may be used in building construction. Walls having a high sound transmission coefficient may be quickly and easily assembled using the unitary member composed of two studs.
摘要翻译：本文公开了一种隔音双螺柱结构构件。双螺柱构造构件由两个单独的螺柱组成，其中隔着相互间隔着固定距离的单个螺栓彼此连接，作为可用于建筑结构的单一构件。具有高声音传播系数的墙壁可以使用由两个螺柱组成的整体构件快速且容易地组装。

10. 发明申请

US20170009454A1 MULTI-LINK CONSTRUCTION ELEMENT AND METHOD FOR ASSEMBLING SAME 有权
标题翻译：多连杆构造元件和组装方法
公开(公告)号：US20170009454A1
公开(公告)日：2017-01-12
申请号：US15113348
申请日：2014-05-15
申请人： Evgeny Vyacheslavovich Komrakov , Larisa Arkadievna Molokhina , Alexandr Grigorievich Bekrenev
发明人： Larisa Arkadievna Molokhina , Ilya Valerievich Molokhin , Olga Mikhailovna Kozlova , Vera Alexandrovna Bekreneva , Roman Alexandrovich Bekrenev
IPC分类号： E04C5/01 , E04C5/07 , H05B3/28 , H02J50/10 , B60L11/18 , E01C5/08 , E01C9/06
CPC分类号： E04C5/01 , B60L11/182 , E01C5/08 , E01C9/06 , E01C2201/16 , E04C1/00 , E04C2/00 , E04C3/20 , E04C3/29 , E04C5/06 , E04C5/07 , E04C5/08 , E04C5/085 , E04C2003/0486 , E04G21/12 , H02J50/10 , H05B3/283
摘要： The present set of inventions relates to the field of building and in particular to building constructions and to processes for manufacturing building constructions comprising tensioned and non-tensioned tendons and can be used to construct residential, public and office buildings and constructions as well as for reconditioning or restoring the same.The technical result consists of the provision of relatively long-extended constructions or complicated shape constructions working as a single pre-tensioned construction and characterized by high carrying capacity, stability and rigidity.Said technical result is obtained by the fact that in a multi-component building member comprising at least two components and pre-tensioned tendons, each component is made as a tendons module comprising an initial and a final supporting elements with holes for the pre-tensioned tendons and with a stand for placing anchors and tensioning arrangements; and a reinforcing cage located between said supporting elements and comprising an upper and a lower elements in the form of a grid with a cellular structure, the cells having the shape of an equilateral polyhedron, and at least one median element under the form of a space reinforcement structure comprising inclined reinforcement bars forming equilateral polyhedral pyramids oppositely oriented in space, the pre-tensioned tendons of the first component being anchored at the initial and final supporting elements of the same, the pre-tensioned tendons of each following component being anchored at the final elements of the previous and the current components.Said technical result is obtained as well by the fact that in a process for assembling the multi-component building member, the median, the upper and the lower components of the tendons module are preassembled, attached between the initial and the final supporting elements, the tendons are inserted and then pre-tensioned, wherein, starting with the second tendons module of the construction, the anchor of the pre-tensioned tendons is mounted on the final supporting element of the previous tendons module, whereas a tensioning arrangement is mounted on the final supporting element of the pre-tensioned tendons module.
摘要翻译：也可以通过以下事实获得所述技术结果：在组装多组分建筑构件的过程中，将钢筋组件的中间件，上部和下部组件预先组装，附接在初始和最终支撑元件之间，腱被插入然后预张紧，其中从该结构的第二腱模块开始，预张紧腱的锚固件安装在先前的腱模块的最终支撑元件上，而张紧装置安装在预拉伸钢筋模块的最终支撑元件。

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