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1. 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.

2. 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.

3. 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.

4. 发明申请

US20160281362A1 Support Structure Module and Modular Beam Structure 有权
标题翻译：支撑结构模块和模块化梁结构
公开(公告)号：US20160281362A1
公开(公告)日：2016-09-29
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： E04C3/00 , E04C3/32 , E04H3/28 , E04C3/04
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.
摘要翻译：由一个或多个可折叠，可锁定和可互连的支撑结构模块组成的模块化梁结构以及改变结构纵向方向的任何过渡模块。此外，可以将一个或多个支撑结构模块附接到可折叠平台和/或墙壁或围栏。该结构处于上游端或起始端，可通过模块端部元件附接到附接装置上，例如，壁或附接块，经由固定地附接到附接装置的支撑框架。

5. 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。

6. 发明授权

US06804927B2 Lattice panel structures 失效
标题翻译：格子面板结构
公开(公告)号：US06804927B2
公开(公告)日：2004-10-19
申请号：US10257974
申请日：2003-03-12
申请人： Richard Charles Edward Forsyth , Bevil Guy Mabey , John Meynell Richardson
发明人： Richard Charles Edward Forsyth , Bevil Guy Mabey , John Meynell Richardson
IPC分类号： E04B118
CPC分类号： E01D6/00 , E01D15/133 , E01D2101/30
摘要： A modular system for the construction of a lattice panel for a bridge, comprises first and second chord members (20, 28) and a plurality of web members (1). Each web member comprises three legs forming a triangle. One leg (2) extends perpendicularly between the chord members. The second and third legs (3, 4) are joined to each other and to the ends of the first leg. The ends of the first leg (1) are provided with means for connecting the web member to the chords (20, 28). Interlocking means (13, 19) are provided at the joint between the second and third legs, and mid way along the first leg, so that adjacent web members can be connected together.
摘要翻译：一种用于构造桥梁格栅面板的模块化系统，包括第一和第二弦杆构件（20,28）和多个腹板构件（1）。每个腹板构件包括形成三角形的三个腿。一条腿（2）垂直延伸到弦构件之间。第二和第三腿（3,4）彼此连接并连接到第一腿的端部。第一腿部（1）的端部设置有用于将腹板构件连接到弦杆（20,28）的装置。联锁装置（13,19）设置在第二腿和第三腿之间的关节处，并且沿着第一腿部中途设置，使得相邻腹板构件可以连接在一起。

7. 发明申请

US20040151541A1 Footbridge support 失效
标题翻译：行人天桥支援
公开(公告)号：US20040151541A1
公开(公告)日：2004-08-05
申请号：US10336971
申请日：2003-01-02
发明人： David Occhiolini , Douglas Moore
IPC分类号： E01D006/00
CPC分类号： E01D6/00 , E01D2101/34
摘要： A footbridge support is provided which is constructed of aluminum or other lightweight, weather resistant metal frame of bow truss design. Specifically, the footbridge support consists of dual bow truss frames, each supporting opposite side regions of the footbridge. The top rail of the truss frames is of curved configuration, with a given radius of curvature corresponding to the radius of curvature of the footbridge. The footbridge support also includes bottom members and transverse cross-members which connect the dual truss frames. A medial support member is positioned on the longitudinal midline of the footbridge and also corresponds to the radius of curvature of the footbridge to support the medial section of the footbridge. Decking is provided across the footbridge support, running from one of the dual truss frames to the other frame. With this footbridge support, longer and wider footbridges can be constructed with increased weight limits.
摘要翻译：提供行人天桥支架，由行人桁架设计的铝或其他重量轻，耐候性金属框架构成。具体来说，行人天桥支架由双弓桁架构成，每个支架支撑人行桥的相对侧面。桁架框架的顶部轨道是弯曲构型，具有给定的曲率半径对应于行人天桥的曲率半径。行人天桥支架还包括连接双桁架框架的底部构件和横向横梁。中间支撑构件位于行人天桥的纵向中线上，并且还对应于行人天桥的曲率半径以支撑行人天桥的中间部分。在行人天桥支架上提供了铺设，从双桁架框架之一延伸到另一框架。有了这个行人天桥支援，可以建造更长又更宽的行人天桥，增加重量限制。

8. 发明申请

US20040040100A1 Reinforcement structure of truss bridge or arch bridge 失效
标题翻译：桁架桥或拱桥的加固结构
公开(公告)号：US20040040100A1
公开(公告)日：2004-03-04
申请号：US10653173
申请日：2003-09-03
发明人： Mitsuhiro Tokuno , Fumihiro Saito , Seio Takeshima , Yoshiaki Nakai
IPC分类号： E01D019/00
CPC分类号： E01D1/005 , E01D6/00 , E01D22/00
摘要： Through co-action between auxiliary triangular structural frames which are each constructed at opposite ends of a truss girder or arch girder and a cable stretched between the auxiliary triangular structural frames, an upward directing force is exerted to the truss girder or arch girder, thereby effectively inducing a load resisting force. A reinforcement structure of a truss bridge or arch bridge is comprised of a truss girder 2 or arch girder a first and a second end of which are each provided with a main triangular structural frame 6 which is further provided at an inner side thereof with an auxiliary triangular structural frame 9, the auxiliary triangular structural frame 9 being joined at vertexes thereof with frame structural elements at the respective sides of the main triangular structural frame 6, a cable 10 extending in a longitudinal direction of the truss bridge being stretched between a nearby part of the joined part at the vertex of the auxiliary triangular structural frame 9 on the side of the first end of the truss girder 2 or arch girder and a nearby part of the joined part at the corresponding vertex of the auxiliary triangular structural frame 9 on the side of the second end of the truss girder 2 or arch girder, deflecting means 11 adapted to exert a downward directing force to the cable 10 being inserted between the cable 10 and a lower chord 3 of the truss girder 2 or arch girder so as to tension the cable 10, an upward directing force being exerted to the lower chord 3 by a reacting force attributable to tension of the cable 10 through the deflecting means 11.
摘要翻译：通过在桁架梁或拱形梁的相对端构造的辅助三角形结构框架与在辅助三角形结构框架之间延伸的缆索之间的协同作用，向桁架梁或拱形梁施加向上的引导力，从而有效地引起负载阻力。桁架桥或拱桥的加强结构由桁梁2或拱梁组成，桁架梁2或拱梁的第一和第二端分别设有主三角形结构框架6，主三角形结构框架6的内侧还具有辅助三角形结构框架9，辅助三角形结构框架9的顶点在主三角形结构框架6的相应侧与框架结构元件相连接，沿着桁架桥梁的纵向方向延伸的电缆10在附近的一部分在辅助三角形结构框架9的顶部处，在桁架梁2或拱形梁的第一端侧的接合部分的附近部分和在辅助三角形结构框架9的对应顶点处的接合部分的附近部分桁架梁2或拱形梁的第二端的侧面，适于向被插入的缆线10施加向下的引导力的偏转装置11 在电缆10和桁架梁2或拱形梁的下弦3之间夹紧以便拉紧电缆10，向上引导力通过由电缆10的张力引起的反作用力施加到下弦3 偏转装置11。

9. 发明申请

US20030182883A1 Prestressed composite truss girder and construction method of the same 有权
标题翻译：预应力复合桁架梁及施工方法相同
公开(公告)号：US20030182883A1
公开(公告)日：2003-10-02
申请号：US10297779
申请日：2002-12-09
发明人： Dae Yon Won
IPC分类号： E04C005/08 , E04B001/16 , E04B001/20 , E04C003/30
CPC分类号： E01D2/02 , E01D6/00 , E01D6/02 , E01D2101/285
摘要： The present invention relates to prestressed composite truss girder and construction method of the same. The prestressed composite truss girder of the present invention comprises a concrete bottom plate having structure of composite truss; a lower-chord member being composed of prestressed concrete wherein prestress is induced to resist against the elongation strength generated when composing and not composing and to reduce the droop occurred at the state of composition and having perpendicular and horizontal cross-section of certain shape and certain length; web members wherein vertical chords and diagnal chords composed of rolled steel to upper plate of said lower-chord member; and upper-chord member combined with said web members along the longitudinal direction of said lower-chord member to resist against the compressive force generated before said concrete bottom plate being composed.
摘要翻译：本发明涉及预应力复合桁架梁及其施工方法。本发明的预应力复合桁架梁包括具有复合桁架结构的混凝土底板; 下弦构件由预应力混凝土构成，其中预应力被诱导抵抗在构成而不构成时产生的伸长强度，并且减小在组成状态下发生的下垂，并且具有某种形状的垂直和水平横截面，并且确定长度; 腹板构件，其中垂直和弦和诊断弦由轧制钢构成到所述下弦构件的上板; 以及上弦杆构件沿着所述下弦构件的纵向方向与所述腹板构件结合，以抵抗在构成所述混凝土底板之前产生的压缩力。

10. 发明授权

US5065467A Prefabricated lattice panels for a bridge 失效
标题翻译：桥梁预制板
公开(公告)号：US5065467A
公开(公告)日：1991-11-19
申请号：US520574
申请日：1990-05-08
申请人： Richard C. E. Forsyth
发明人： Richard C. E. Forsyth
IPC分类号： E01D6/00 , E01D15/133
CPC分类号： E01D6/00 , E01D15/133 , E01D2101/30
摘要： A lattice panel (P1) for a bridge has only a single chord (C1), along one side (S1), with no chord along the opposite side (S2), resulting in a cost and weight saving when two such panels are stacked in one plane. A lattice (L) of web members (W) comprises: either n+1 perpendicular web members (Wp1-3) at n+1 "first" nodes (N1. 1-N1.3) or n perpendicular web members (Wp1, Wp2) at all but an end one of n+1 "first" nodes (Wp1, Wp2); 2n "first" oblique web members (Wo1-Wo4) and 2n "second" web members (Wo5-Wo8) form two quadrilateral structures between the n+1 "first" nodes (Wp1, Wp2). Two "fourth" nodes (N4.1, N4.2) are formed by the tops of the quadrilateral structures, for connection to a second chord or to corresponding nodes of a like panel.
摘要翻译：桥的格子板（P1）沿着一侧（S1）仅具有单个弦（C1），沿着相对侧（S2）没有弦，导致当两个这样的面板堆叠时的成本和重量节省一架飞机腹板构件（W）的网格（L）包括：在n + 1个“第一”节点（N1-1-N1.3）处的n + 1个垂直腹板构件（Wp1-3）或n个垂直腹板构件（Wp1， Wp2），但是n + 1个“第一”节点（Wp1，Wp2）中的一个结尾; 2n“第一”倾斜网状构件（Wo1-Wo4）和2n“第二”腹板构件（Wo5-Wo8）在n + 1个“第一”节点（Wp1，Wp2）之间形成两个四边形结构。两个“第四”节点（N4.1，N4.2）由四边形结构的顶部形成，用于连接到第二弦或类似面板的相应节点。

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