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    • 6. 发明申请
    • REINFORCED STRUCTURAL STEEL DECKING
    • 强化结构钢筋
    • WO2003100184A1
    • 2003-12-04
    • PCT/AU2003/000643
    • 2003-05-27
    • UNIVERSITY OF WESTERN SYDNEYPATRICK, Mark
    • PATRICK, Mark
    • E04B5/40
    • E04B5/40E04G11/46
    • A structural steel decking panel for supporting wet concrete and subsequently reinforcing the concrete after it has hardened is disclosed. The decking panel includes an elongate profiled steel sheet (12) having a top side (14) and an underside (16) and a plurality of elongate reinforcing members (20) connected to the sheet. The decking panel is characterised in that the strength of the longitudinal shear connection between the sheet and the reinforcing members is sufficiently high to resist longitudinal shear failure between the reinforcing members and the sheet when the decking panel is subjected to top loading with construction loads and wet concrete.
    • 公开了一种用于支撑湿混凝土并随后在硬化之后对混凝土进行加固的结构钢甲板。 该装饰板包括具有上侧(14)和下侧(16)的细长型钢板(12)和连接到片材的多个细长加强件(20)。 该装饰板的特征在于,片材和加强件之间的纵向剪切连接的强度足够高以抵抗加强构件和片材之间的纵向剪切破坏,当甲板板承受施工荷载和潮湿的顶部装载时 具体。
    • 7. 发明申请
    • CONNECTOR ASSEMBLY
    • 连接器总成
    • WO2003076734A1
    • 2003-09-18
    • PCT/AU2003/000288
    • 2003-03-12
    • UNIVERSITY OF WESTERN SYDNEYPATRICK, Mark
    • PATRICK, Mark
    • E04B1/41
    • E04B5/14E04B5/29E04B5/40E04B2005/237E04C3/294E04C5/0645
    • A connector assembly for connecting together a structural component and a concrete body is disclosed. The connector assembly is capable of resisting shear forces between the structural component and the concrete body. The connector assembly includes a connector (11) adapted to be embedded in concrete and adapted to be attached to the structural component, and a connector element (10) that is adapted to surround the connector and form a barrier that is spaced from the connector and confines concrete around the connector. A clip for interconnecting the connector and connector element is also disclosed. An integrally formed connector element assembly that includes a connector element and a clip is also disclosed.
    • 公开了一种用于将结构部件和混凝土体连接在一起的连接器组件。 连接器组件能够抵抗结构部件和混凝土体之间的剪切力。 连接器组件包括适于嵌入混凝土并适于附接到结构部件的连接器11,以及连接器元件10,其适于围绕连接器并形成与连接器间隔开的阻挡层, 连接器。 还公开了用于互连连接器和连接器元件的夹子。 还公开了包括连接器元件和夹子的整体形成的连接器元件组件。
    • 8. 发明申请
    • A COMPOSITE BEAM
    • 复合梁
    • WO2004031507A1
    • 2004-04-15
    • PCT/AU2003/001300
    • 2003-10-02
    • UNIVERSITY OF WESTERN SYDNEYPATRICK, Mark
    • PATRICK, Mark
    • E04C3/294
    • E04B5/40E04C3/293E04C3/294
    • A composite beam is disclosed. The beam includes a beam (5), a solid slab or a composite slab (29) positioned on and supported by the beam, the solid slab and the composite slab including a slab section and a plurality of concrete ribs (21) extending from the slab section. The beam also includes at least one shear connector (15) positioned in at least one of the concrete ribs and connecting the solid slab or the composite slab to the beam. The beam also includes a reinforcing component (19) embedded in at least one concrete rib that includes an embedded shear connector or connectors. The reinforcing component is in the form of a mesh that includes line wires (41) and cross wires (43) that are connected together at the intersections of the wires.
    • 公开了一种组合梁。 梁包括定位在梁上并由梁支撑的梁(5),实心板或复合板(29),实心板和复合板包括板坯段和多个混凝土肋(21) 板段。 梁还包括定位在至少一个混凝土肋中的至少一个剪切连接器(15),并将实心板或复合板连接到梁上。 梁还包括嵌入在至少一个包括嵌入式剪切连接器或连接器的混凝土肋中的加强部件(19)。 加强部件是网格的形式,其包括在电线的交叉点处连接在一起的线缆(41)和交线(43)。
    • 9. 发明申请
    • PROFILED METAL SHEET
    • 配置金属片
    • WO2003018927A1
    • 2003-03-06
    • PCT/AU2002/001158
    • 2002-08-27
    • UNIVERSITY OF WESTERN SYDNEYMETAL FORMING TECHNOLOGIES PTY LTDPATRICK, MarkWOLFKAMP, Henry
    • PATRICK, MarkWOLFKAMP, Henry
    • E04B005/40
    • E04C2/322E04B5/40E04C2/08Y10T428/1241
    • A profiled metal sheet for use in the construction of composite slabs is disclosed. The sheet includes a plurality of parallel longitudinal ribs (5) separated by pans (7) and male and female members (9, 11) at opposite sides of the sheet that enable adjacent sheets to be connected together in overlapping relationship. At least one of the ribs, male members and female members has a side (15) that extends from the pan that is adjacent the rib or the member. The side includes a re-entrant section (19) and a corner section (21) that connects the side and the adjacent pan. The corner section includes a plurality of regions (23) at spaced intervals along the length of the corner section that extend outwardly compared with adjacent regions of the corner section. The spaced regions are provided to improve longitudinal slip resistance of composite slabs formed from the sheet.
    • 公开了一种用于复合板坯结构的异形金属板。 该片材包括多个平板纵向肋条(5),由平板(7)分开,并且在该片材的相对两侧具有凸形和凹形部件(9,11),使相邻片材能够以重叠的关系连接在一起。 肋,阳构件和阴构件中的至少一个具有从邻近肋或构件的盘延伸的侧面(15)。 侧面包括连接侧面和相邻的锅的入口部分(19)和拐角部分(21)。 角部包括与拐角部分的相邻区域相比向外延伸的与拐角部分的长度间隔开的多个区域(23)。 提供间隔开的区域以提高由片材形成的复合板坯的纵向滑动阻力。