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1. 发明申请

US20010037533A1 Composite deck system and method of construction 失效
标题翻译：复合甲板系统及施工方法
公开(公告)号：US20010037533A1
公开(公告)日：2001-11-08
申请号：US09756432
申请日：2001-01-08
申请人： Composite Deck Solutions, LLC
发明人： John J. Doyle , Kurt S. Eyring , Ken R. Schibi
IPC分类号： E01D019/12 , E01D021/00
CPC分类号： E01D19/125 , E01D2101/268 , E01D2101/40
摘要： Elongated composite deck sections or panels are formed by pultruding a plastics resin material with multiple layers or mats of glass fibers and longitudinally extending unidirectional fibers to form a base wall integrally connecting upwardly projecting and longitudinally extending tubular ribs. Each rib has opposite side surfaces converging towards the base wall, and longitudinally extending ears project laterally outwardly from the side surfaces. The top surface of each panel is coated with epoxy adhesive, and the top surface of the base wall is also coated with an aggregate of crushed stone. The deck panels are assembled in laterally adjacent overlapping relation to form a permanent composite deck form. A mat of fiber reinforced composite rods are spaced above the deck panels which are surrounded by border forms, and concrete is poured onto the deck panels which positively bond with the concrete. Vertical steel studs are welded to steel frame members which support the composite deck panels and project upwardly into the concrete to tie the concrete to the frame members. Angle support strips are attached to center support beams to provide a bridge deck system with a crown.
摘要翻译：细长的复合甲板部分或板通过将具有多层或玻璃纤维层的塑料树脂材料和纵向延伸的单向纤维拉挤成型而形成，以形成一体地连接向上突出和纵向延伸的管状肋的基壁。每个肋具有朝向底壁会聚的相对侧表面，并且纵向延伸的耳从侧表面横向向外伸出。每个面板的上表面涂有环氧树脂粘合剂，底壁的顶面也涂有一块碎石。甲板面板以横向相邻的重叠关系组装形成永久性复合甲板形式。纤维增强复合棒的垫片间隔着甲板上的边框形式包围，并将混凝土倒在与混凝土正面粘结的甲板上。垂直钢螺柱焊接到钢框架构件，支撑复合板面板并向上突出到混凝土中以将混凝土连接到框架构件。角支撑条连接到中心支撑梁，以提供具有表冠的桥面系统。

2. 发明申请

US20040074022A1 Structure of floor slab bridge 有权
标题翻译：楼板桥梁结构
公开(公告)号：US20040074022A1
公开(公告)日：2004-04-22
申请号：US10395109
申请日：2003-03-25
发明人： Mitsuhiro Tokuno , Kazutoshi Tsuda , Fumihiro Saito
IPC分类号： E01D019/12
CPC分类号： E01D2/00 , E01D19/125 , E01D2101/268
摘要： To properly construct a floor slab bridge by forming a main girder structure of the floor slab bridge in a bridge using commercially available columnar H-shaped steels and then applying concrete thereto. A construction of the floor slab bridge comprises a plurality of columnar H-shaped steels 1 each disposed between adjacent bridge legs 5, 5 and arranged in side-by-side relation with an end face 2a of a lower flange 2 abutted with a corresponding end face 2a of the adjacent columnar H-shaped steel 1, a lower concrete layer 10 formed by placing concrete in space S defined between the upper and lower flanges 4 and 2 and between the adjacent web plates 3 through a concrete inlet port 8 formed between the adjacent upper flanges 2, an upper concrete layer 11 formed by placing concrete 9 on the upper flange 4, an iron reinforcement 12 is horizontally disposed on the upper flanges 4, an iron reinforcement 13 being suspended in the space S from the horizontal iron reinforcement 12 through the concrete inlet port 8, and the horizontal iron reinforcement 12 being embedded in the upper concrete layer 11 and the suspending iron reinforcement 13 being embedded in the lower concrete layer 10.
摘要翻译：通过使用市售的柱状H型钢在桥梁中形成地板桥梁的主梁结构，然后施加混凝土，以适当地构造地板桥梁。楼板桥梁的结构包括多个柱状H型钢1，每个柱状H型钢1设置在相邻的桥接腿5,5之间，并且与下部凸缘2的与相应端部邻接的端面2a并排布置相邻柱状H型钢1的表面2a，下混凝土层10，其通过将混凝土置于限定在上凸缘4和下凸缘2之间的空间S中以及相邻的腹板3之间并通过形成在相邻的腹板3之间的混凝土入口8而形成相邻的上凸缘2，通过将混凝土9放置在上凸缘4上形成的上混凝土层11，水平地设置在上凸缘4上的铁加强件12，从水平铁加强件12悬挂在空间S中的铁加强件13 通过混凝土入口8，并且水平铁加强件12嵌入在上混凝土层11中，并且悬挂铁加强件13嵌入在下混凝土层10中。

3. 发明申请

US20020020033A1 Wooden bridge deck with fiber-reinforced plastic coating 审中-公开
标题翻译：带有纤维增强塑料涂层的木桥面
公开(公告)号：US20020020033A1
公开(公告)日：2002-02-21
申请号：US09928296
申请日：2001-08-10
发明人： Eric John Lang
IPC分类号： E02D029/14 , E01D019/12
CPC分类号： E01D19/125 , E01D2101/10 , E01D2101/40
摘要： An innovative composite decking concept employing a wooden core surrounded by a fiber-reinforced plastic material is described. The invention is low-cost, durable, and performs well structurally.
摘要翻译：描述了一种采用由纤维增强塑料材料包围的木芯的创新复合板材概念。本发明成本低，耐用，结构良好。

4. 发明申请

US20010029711A1 Seismic load transmitting system based on impact mechanism for multi-span continuous bridges 有权
标题翻译：基于多跨连续桥梁冲击机构的地震荷载传输系统
公开(公告)号：US20010029711A1
公开(公告)日：2001-10-18
申请号：US09828726
申请日：2001-04-09
申请人： Jae Kwan Kim
发明人： Jae Kwan Kim , Ick Hyun Kim
IPC分类号： E04H009/02 , E01D019/12
CPC分类号： E04H9/021 , E01D19/02 , E01D19/04
摘要： Disclosed is a seismic load transmitting system based on impact mechanism for a multi-span continuous bridge, comprising impact assemblies connected to a superstructure of the bridge for colliding with movable support piers according to a longitudinal displacement of the superstructure of the bridge caused by a seismic load and transmitting the seismic load from the superstructure of the bridge to the movable support piers; and impact receiving assemblies installed in the movable support piers for receiving an impact force generated when the movable support piers become collided with the impact assemblies and transmitting the seismic load transferred from the superstructure of the bridge through the impact assemblies to the movable support piers, wherein the seismic load generated in the superstructure of the bridge is transmitted not only to the fixed support piers but also to the moving support piers due to the collision between the impact assemblies and the impact receiving assemblies; and wherein the contact plate of the impact receiving assembly has a curved surface of a predetermined curvature.
摘要翻译：公开了一种基于多跨连续桥梁的冲击机构的地震载荷传递系统，包括连接到桥梁的上部结构的冲击组件，用于与可移动支撑墩相撞，根据由地震引起的桥梁上部结构的纵向位移承载和传递地震载荷从桥梁的上部结构到可移动支撑墩; 以及安装在可移动支撑墩中的冲击接收组件，用于接收当可移动支撑墩与冲击组件相撞时产生的冲击力，并将从桥梁的上部结构传递的地震荷载通过冲击组件传递到可移动支撑墩，其中桥梁上部结构中产生的地震荷载不仅由于撞击组件与冲击承载组件之间的碰撞而传递到固定支撑墩，而且也传递到移动的支撑墩上; 并且其中所述冲击接收组件的接触板具有预定曲率的曲面。

5. 发明申请

US20040216250A1 Modular load bearing deck structure 审中-公开
标题翻译：模块化承重甲板结构
公开(公告)号：US20040216250A1
公开(公告)日：2004-11-04
申请号：US10858254
申请日：2004-06-01
发明人： Chris Dumlao , Kristina Lauraitis , Les Fisher , Alan Miller , Eric Abrahamson
IPC分类号： E01D019/12
CPC分类号： E04D13/1656 , B63B5/00 , E01D19/125 , E01D2101/40
摘要： A load bearing support structure includes a load bearing support and a load bearing deck. Such a support structure may be used in the construction of a bridge.

6. 发明申请

US20030091391A1 Precast modular intermodal concrete shapes and methods of installation to form shoreline stabilization, marine and terrestrial structures 失效
公开(公告)号：US20030091391A1
公开(公告)日：2003-05-15
申请号：US10314099
申请日：2002-12-07
发明人： Sidney E. Veazey
IPC分类号： E02B003/12 , E02B003/04 , E01D021/00 , E01D019/12
CPC分类号： B63B35/44 , A01K61/59 , B63B3/04 , B63B5/18 , B63B35/26 , E02B3/06 , E02D27/06 , Y02A40/824
摘要： Novel precast concrete boxes are disclosed which can be assembled together and/or with structural shapes disclosed in U.S. Pat. No. 5,697,736 to form waterfront structures such as seawalls, boathouses and the like. The boxes can be sized and proportioned so as to be conveniently assembled in such structures and to be easily transported via intermodal transportation media. Novel methods of waterborne transport and installation of the boxes are disclosed. Shellfish habitats based upon the boxes are also disclosed.

7. 发明申请

US20020010973A1 Modular polymer matrix composite support structure and methods of constructing same 失效
标题翻译：模块化聚合物基体复合支撑结构及其构造方法
公开(公告)号：US20020010973A1
公开(公告)日：2002-01-31
申请号：US09886219
申请日：2001-06-22
申请人： MARTIN MARIETTA MATERIALS
发明人： Chris Dumlao , Kristina Lauraitis , Les Fisher , Alan Miller , Eric Abrahamson
IPC分类号： E01D019/12
CPC分类号： E04D13/1656 , B63B5/00 , E01D19/125 , E01D2101/40
摘要： A load bearing support structure in the form of a traffic-bearing highway bridge including at least one modular structural section. The at least one modular structural section includes at least one beam, the beam comprising a pair of lateral flanges and a medial web between and extending below the flanges. The beam preferably has a flat floor. A load bearing deck is positioned above and supported by the flanges of the at least one beam. The beam and load bearing deck are preferably formed of a polymer matrix composite material. The beam is positioned on and supported by one of a plurality of support members. The beam has a contoured shape configured to be matably supported by a support member having a reciprocally configured contoured shaped. Alternatively, a flat or L-shape support member can be utilized. Further alternatively, the load bearing deck comprising at least one sandwich panel is suitable for applications such as barge decks, hatchcovers, and other load bearing wall applications. Methods of constructing a support structure utilizing the modular structural section and support members are also provided.
摘要翻译：包括至少一个模块化结构部分的承载公路桥梁形式的承重支撑结构。所述至少一个模块化结构部分包括至少一个梁，所述梁包括一对侧向凸缘和位于所述凸缘之下并在所述凸缘之下延伸的中间腹板。梁优选地具有平坦的地板。载重面板位于至少一个梁的凸缘的上方并由其支撑。梁和承重板优选由聚合物基质复合材料形成。梁被定位在多个支撑构件中的一个上并由其支撑。梁具有被配置为由具有往复配置的轮廓成形的支撑构件可配置地支撑的轮廓形状。或者，可以使用平坦或L形支撑构件。另外备选地，包括至少一个夹层板的承载板适用于诸如驳船甲板，舱口盖和其它承重墙应用的应用。还提供了利用模块化结构部分和支撑部件构造支撑结构的方法。

8. 发明申请

US20010039773A1 Bridge structure with concrete deck having precast slab 有权
标题翻译：具有预制板的混凝土甲板的桥梁结构
公开(公告)号：US20010039773A1
公开(公告)日：2001-11-15
申请号：US09838242
申请日：2001-04-20
发明人： Steven R. Bot
IPC分类号： E01D019/12 , E04B001/21 , E04B005/26 , E04C002/06
CPC分类号： E04B5/38 , E01D19/125 , E01D2101/26 , E04B5/04
摘要： A precast concrete slab for forming a deck in a bridge superstructure has a chamfer on forward and trailing edges so that adjacent slabs can mate. The slab is reinforced with bars which protrude laterally from the slab on opposite sides and which, in use, extend over support beams. Selected bars are formed in a castellated shape of which inverted U-shaped portions extend above the surface of the precast concrete slab. Conveniently, the U-shaped portions anchor a concrete topping which is poured over the slabs at a bridge site and also provide locations for hooking a crane used to transport the slab at a site.
摘要翻译：用于在桥梁上部结构中形成甲板的预制混凝土板在前缘和后缘具有倒角，使得相邻的板可以配合。板坯由在相对侧面上从板坯横向突出的棒材加强，并且在使用中，在支撑梁上延伸。所选择的棒形成为其倒置的U形部分在预制混凝土板的表面上方延伸的雉形形状。方便地，U形部分将混凝土顶部固定在浇筑在桥梁位置的板上，并且还提供用于钩住用于在现场运输板坯的起重机的位置。

9. 发明申请

US20010002497A1 GEOCOMPOSITE SYSTEM FOR ROADS AND BRIDGES AND CONSTRUCTION METHOD 无效
标题翻译：道路桥梁和构造方法的地球化系统
公开(公告)号：US20010002497A1
公开(公告)日：2001-06-07
申请号：US09289858
申请日：1999-04-12
发明人： ALBERTO M. SCUERO
IPC分类号： E01D019/12 , E01C005/08
CPC分类号： E01C3/06 , E01C11/228 , E01D19/083 , E01F5/00
摘要： A geocomposite system for increasing the service life of roads, bridges, or the like, includes a geocomposite layer having a geomembrane disposed between two geotextile backings, a structural layer for supporting the geocomposite layer, and a base layer formed on top of the geocomposite layer. The geomembrane is impermeable and the geotextile backings are sufficiently porous to provide a wicking action of moisture or liquid laterally along the geomembrane and out of the geocomposite system to prevent moisture or liquid damage. The geomembrane prevents the intrusion of liquids including deicing salts into the structural layers of roads, bridges, or the like abating deterioration in the structural layers such as corrosion of reinforcing steel. The geocomposite layer is bonded to and conforms to the structural layer, thus reducing reflective, shrinkage and fatigue cracking and increasing the structural capacity of the road or bridge. Preferably, the geomembrane is an extruded polyvinylchloride web and the geotextile backings are fabricated of a mat of non-woven polyester fibers. The geotextile backings are heat coupled to the geomembrane, preferably using a calendaring process. The geocomposite layer is also bonded to the base layer. In the related method, the geocomposite system is constructed by fabricating the geocomposite layer, applying a tack coat to the structural layer, placing the geocomposite layer with the geotextile backing down on the prepared structural layer, rolling the geocomposite to provide conformity with the structural layer, applying a tack coat to the other geotextile backing and forming and bonding the base layer on the geocomposite layer.
摘要翻译：一种用于增加道路，桥梁等的使用寿命的地质复合体系包括：地层复合层，其具有设置在两个土工布背衬之间的土工膜，用于支撑地层复合层的结构层和形成在地层复合层顶部的基层。土工膜是不渗透的，并且土工织物背衬足够多孔，以便沿着土工膜和地质复合材料系统横向提供水分或液体的芯吸作用，以防止水分或液体损坏。土工膜防止包括除冰盐在内的液体侵入道路，桥梁等的结构层，从而减轻结构层的腐蚀，例如钢筋的腐蚀。地层复合层与结构层结合并符合结构层，从而减少了反射，收缩和疲劳裂纹，增加了道路或桥梁的结构能力。优选地，土工膜是挤出的聚氯乙烯网，土工织物背衬由无纺聚酯纤维垫制成。优选地使用压延工艺将土工布背衬热耦合到土工膜上。地层复合层也结合到基层。在相关方法中，地球化学系统是通过制造地质复合材料层，在结构层上施加粘性涂层，将土工织物背衬放置在制备的结构层上的地层复合材料层，轧制地质复合材料以提供与结构层的一致性将粘性涂层施加到另一土工织物背衬上并在地层复合层上形成和粘结基层。

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