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1. 发明授权

US11035086B2 Structural assemblies for constructing bridges and other structures 有权
公开(公告)号：US11035086B2
公开(公告)日：2021-06-15
申请号：US16236763
申请日：2018-12-31
申请人： Alexandre De La Chevrotiere
发明人： Alexandre De La Chevrotiere
IPC分类号： E01D19/00 , E01D6/00 , F21V33/00 , E01D15/133 , E04B1/19 , F21Y115/10
摘要： Structural assemblies for constructing bridges and other structures. A structural assembly may comprise an elongated member defining an internal space. The structural assembly may also comprise a plurality of framing members connected to the elongated member at a plurality of pin connection nodes, each pin connection node comprising a pin interconnecting the elongated member, a first one of the framing members, and a second one of the framing members, the pin having a first longitudinal end and a second longitudinal end, at least one of the first longitudinal end and the second longitudinal end of the pin being located in the internal space of the elongated member.

2. 发明申请

US20200299911A1 METHOD FOR PRE-STRESSING A STEEL STRUCTURE, AND STEEL STRUCTURE PRE-STRESSED USING SAID METHOD 审中-公开
公开(公告)号：US20200299911A1
公开(公告)日：2020-09-24
申请号：US16874643
申请日：2020-05-14
申请人： S&P CLEVER REINFORCEMENT COMPANY AG
发明人： Masoud Motavalli , Elyas Ghafoori
IPC分类号： E01D22/00 , E04C3/10 , E04G23/02 , E01D6/00
摘要： According to the method, at least one carbon fibre-reinforced polymer band is joined to the steel structure at the end regions thereof, capable of transferring tensile forces. Subsequently, at least one lifting element (7) disposed between the carbon fibre-reinforced polymer band (4) and the steel girder (3) to be reinforced in a region between these end anchorages (5), is extended substantially perpendicular to the carbon fibre-reinforced polymer band (4). So, a tensile force stress is generated between the end regions of the carbon fibre-reinforced polymer band (4). Then, a steel girder treated in such a manner includes at least one carbon fibre-reinforced polymer band, which is each joined to the steel structure (1) at the end regions thereof, capable of transferring tensile forces. In the region between these end regions, a lifting element (7) is disposed between the carbon fibre-reinforced polymer band (4) and the steel girder (3) to be reinforced, by means of which the carbon fibre-reinforced polymer band (4) is subjected to tensile stress by lifting away from the steel girder (3). The tensile force is transferred to the steel girder (3) via the anchoring elements (5).

3. 发明授权

US10370805B2 Adjustable bolted steel plate connection 有权
公开(公告)号：US10370805B2
公开(公告)日：2019-08-06
申请号：US15610451
申请日：2017-05-31
申请人： University of Notre Dame du Lac , HNTB Corporation
发明人： Ashley P. Thrall , Evan J. Gerbo , Theodore P. Zoli, III
IPC分类号： E04C3/40 , E01D6/00 , E01D4/00 , E04C3/08 , E01D15/133 , E04C3/04
摘要： An adjustable structural connection can be used to join steel structural elements at a range of angles and is capable of adjusting in situ to accommodate additional angles or tolerances through cold bending. Pre-bent plate or plates may be loosely fitted around steel structural elements, such that holes in the plates align with holes of the steel structural elements. Placing bolts through the aligned holes and tightening those bolts can be used to cold bend the plate or plates and conform the angle of the pre-bent plates to a different angle defined by an apex joint of two steel structural elements. Specific tightening procedures may be employed.

4. 发明申请

US20190203433A1 Bridge Structure 审中-公开
公开(公告)号：US20190203433A1
公开(公告)日：2019-07-04
申请号：US15858870
申请日：2017-12-29
申请人： John C. Koo
发明人： John C. Koo
IPC分类号： E01D6/00 , G01M5/00 , H02S20/21
摘要： The present application discloses a bridge structure comprising first supporting structure, at least one first hollow tube and a first monitor. The first supporting structure comprises bases, first pillars, a first platform. The first pillars are coupled to the bases, wherein each of the first pillars comprises first pillar chords and first pillar girders formed as first pillar trusses with the first pillar chords. The first platform coupled to the first pillars, wherein the first platform comprises a first supporting plane, first platform chords and first platform girders formed as first platform trusses with the first platform chords. The at least one first hollow tube is located between the first pillar trusses or the first platform trusses. The first monitor is located in the at least one first hollow tube, wherein the first monitor is capable of monitoring a bridge stability

5. 发明申请

US20190153683A1 Bridge Truss System 审中-公开
公开(公告)号：US20190153683A1
公开(公告)日：2019-05-23
申请号：US16195602
申请日：2018-11-19
申请人： Allied Steel
发明人： Patrick Southworth
IPC分类号： E01D6/00
摘要： The description relates to bridge truss systems. On example can include a steel truss that includes a top cord spaced away from a bottom cord and multiple web members secured between the top cord and the bottom cord. A deck can be positioned on the top cord of the steel truss.

6. 发明授权

US10196830B2 Truss frame, modular truss girder and bridging and/or support construction 有权
公开(公告)号：US10196830B2
公开(公告)日：2019-02-05
申请号：US15542518
申请日：2016-01-27
申请人： Wilhelm Layher Verwaltungs-GmbH
发明人： Helmut Kreller
IPC分类号： E01D6/00 , E04G1/14 , E04G5/16 , E04G7/30 , E01D101/30
摘要： A truss frame for a bridge and/or support includes two elongated, parallel longitudinally-extending post pipes having an outer circumference; two parallel crossbars extending perpendicularly to the post pipes; and a length-adjustable elongated diagonal element. The parts are hingedly and detachably bolted to one other. Two parallel connecting plates secured near each post pipe end extend away from one another on a common, imaginary plane containing the post pipe and crossbar longitudinal axes. Each crossbar and diagonal element has opposite ends hingedly and detachably bolted to a connecting plate. At least two rosettes are welded to each post pipe at a distance from one another corresponding to an integer multiple of a module scaffold modular size. A connecting body is welded to the connecting plate near at least two post pipe ends associated with the same crossbar and surrounds the respective post pipe outer circumference.

7. 发明授权

US09976781B2 Air-conditioning and heating system for passenger boarding bridge and control system therefor 有权
公开(公告)号：US09976781B2
公开(公告)日：2018-05-22
申请号：US14394862
申请日：2012-12-20
申请人： KOREA AIRPORTS CORPORATION
发明人： Hee Hyeong Cho , Dong Soo Kim , Won Lae Lim , Sang Ju Roh
IPC分类号： E01D1/00 , F25D17/06 , F25B49/00 , F25B13/00 , E01D6/00 , E01D15/04 , B64F1/305
CPC分类号： F25B13/00 , B64F1/3055 , E01D6/00 , E01D15/04
摘要： A tunnel air-conditioning and heating apparatus is provided. the tunnel air-conditioning and heating apparatus may include a condenser provided at a rotunda; a compressor provided at the rotunda and connected to the condenser; an evaporator provided at a movable tunnel and connected to each of the condenser and the compressor; and a condenser connection pipe configured to connect the condenser with the evaporator and a compressor connection pipe configured to the compressor with the evaporator each of which is formed into a flexible coil.

8. 发明申请

US20180112390A1 Adjustable Structures 审中-公开
公开(公告)号：US20180112390A1
公开(公告)日：2018-04-26
申请号：US15784976
申请日：2017-10-16
申请人： Paul Harkin
发明人： Paul Harkin
IPC分类号： E04B1/19 , B64C3/48 , B64D11/06 , A47C3/00 , B60N2/68 , B64C1/06 , B64C1/22 , E01D19/00 , E01D6/00 , B64C3/40 , B64C1/00
CPC分类号： E04B1/1903 , A47C3/00 , B60N2/68 , B64C1/06 , B64C1/22 , B64C3/40 , B64C3/48 , B64C2001/0045 , B64D11/0638 , B64D11/06395 , B64D11/064 , E01D6/00 , E01D19/00 , E04B1/19 , E04B2001/1924 , E04B2001/1927 , E04B2001/1942 , E04B2001/1987 , E04B2001/199 , Y10T403/32451
摘要： An adjustable structure (1) comprising a first structural layer (10) defined by a first array of extendable and/or retractable rods or beams (11, 11a, 11b) pivotally connected to each other at their ends and a second structural layer (20) connected to the first structural layer (10) and defined by a second array of extendable and/or retractable rods or beams (21, 21a, 21b) pivotally connected to each other at their ends, wherein at least a portion of the second layer (20) is outside the volume defined by the first structural layer (10) and the extendable and/or retractable rods or beams in the second array are more densely packed than the extendable and/or retractable rods or beams in the first array.

9. 发明授权

US09938720B2 Support structure module and modular beam structure 有权
公开(公告)号：US09938720B2
公开(公告)日：2018-04-10
申请号：US15034205
申请日：2014-10-30
申请人： IPI Access AS
发明人： Lars Urheim
IPC分类号： E04B1/19 , E04C3/00 , E04H3/28 , E04C3/04 , E04C3/32 , E01D6/00 , E01D15/12
CPC分类号： E04C3/005 , E01D6/00 , E01D15/124 , E04C3/04 , E04C3/32 , E04C2003/0486 , E04C2003/0495 , E04H3/28
摘要： A modular beam structure consisting of one or more collapsible, lockable and interconnectable support structure modules, and any transition module to change longitudinal direction of the structure. In addition, it is possible to attach onto one or more support structure modules a collapsible platform and/or wall or fence. The structure is at an upstream end or start end attachable, via a module end element, onto an attachment device, e.g. a wall or attachment block, via a support frame which is fixedly attached to the attachment device.

10. 发明申请

US20150292168A1 Deck 审中-公开
标题翻译：甲板
公开(公告)号：US20150292168A1
公开(公告)日：2015-10-15
申请号：US14679336
申请日：2015-04-06
申请人： Guido FURLANETTO
发明人： Guido FURLANETTO
IPC分类号： E01D6/00 , E01D19/00 , E01D2/00
CPC分类号： E01D6/00 , E01D2/00 , E01D19/00 , E01D2101/24 , E01D2101/268 , E01D2101/30
摘要： Provided is a deck, configured for supporting a carriageable surface, including first structural girders defining a support surface for the carriageable surface; at least one second structural girder configured to position itself on the opposite side to said carriageable surface in relation to the first structural girders; diagonal girders integrally connecting the first and said second structural girders to each other, defining, for the deck, a truss; said first and said second structural girders include a core in concrete material: and an external reinforcement partially cladding the core and made of metallic material.
摘要翻译：提供一种甲板，其构造成用于支撑可运送的表面，包括限定用于可运送表面的支撑表面的第一结构梁; 至少一个第二结构梁被构造成相对于第一结构梁将其自身定位在与所述可移动表面相对的一侧上; 对角梁将第一和第二结构梁彼此一体地连接，为甲板限定桁架; 所述第一和所述第二结构梁包括混凝土材料芯体和外部加强件，部分地包覆所述芯部并由金属材料制成。

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