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1. 发明申请

WO2021194434A1 A BAR CAPSULE ASSEMBLY FOR CONCRETES 审中-公开
公开(公告)号：WO2021194434A1
公开(公告)日：2021-09-30
申请号：PCT/TR2020/050236
申请日：2020-03-26
申请人： AKCAR, Kutay
发明人： AKCAR, Kutay
IPC分类号： E01C11/14
摘要： The present invention essentially relates to a bar capsule assembly (1), which is used especially in concrete road construction and used in load transfer between concrete (B) blocks, comprising at least one outer body (2) which is used by being placed inside the concrete (B) and which has a space inside, at least one movable bar (3) which is provided inside the outer body (2) and which is movable along the space inside the outer body (2), at least one pushing component (4) which is provided inside the outer body (2) and used for applying force on the movable bar (3), at least one lock mechanism (5) which is provided in/on the outer body (2) and which is used for keeping the movable bar (3) in the outer body (2) at a certain position.

2. 发明申请

WO2020106572A1 DOWEL SLEEVE 审中-公开
公开(公告)号：WO2020106572A1
公开(公告)日：2020-05-28
申请号：PCT/US2019/061727
申请日：2019-11-15
申请人： ILLINOIS TOOL WORKS INC.
发明人： MASON, Greg Stephen
IPC分类号： E01C11/14
摘要： A sleeve (28) for a dowel (10), wherein the sleeve (28) is adapted to clip on to formwork through which the dowel (10) is inserted.

3. 发明申请

WO2020106571A1 CORROSION-FREE DOWEL 审中-公开
公开(公告)号：WO2020106571A1
公开(公告)日：2020-05-28
申请号：PCT/US2019/061719
申请日：2019-11-15
申请人： ILLINOIS TOOL WORKS INC.
发明人： MASON, Greg Stephen
IPC分类号： E01C11/14
摘要： A dowel (10) for controlling relative level between adjacent panels, wherein the dowel (10) is formed of corrosion-free material so as to avoid corrosion of the dowel (10).

4. 发明申请

WO2018093772A1 LOAD TRANSFER PLATE POCKET AND METHOD OF EMPLOYING SAME 审中-公开
公开(公告)号：WO2018093772A1
公开(公告)日：2018-05-24
申请号：PCT/US2017/061526
申请日：2017-11-14
申请人： ILLINOIS TOOL WORKS INC.
发明人： PARKES, Nigel K. , CONNELL, Robert U. , BARNES, David Graham , JOLLY, Nicholas Fancis
IPC分类号： E01C11/14 , E04B1/48
摘要： The present application discloses a load transfer plate pocket (300,3300) that co-acts with a load transfer plate (100,1100,2100,70) to transfer vertical or substantially vertical loads from one concrete slab (90) to the adjacent slab (96) in an enhanced manner by optimizing the positions of the load transfer plate relative to the adjacent concrete slabs for load transfers between the adjacent concrete slabs.

5. 发明申请

WO2015173549A1 ARRIS PROTECTION JOINT 审中-公开
标题翻译： ARRIS保护联合
公开(公告)号：WO2015173549A1
公开(公告)日：2015-11-19
申请号：PCT/GB2015/051373
申请日：2015-05-11
申请人： PERMABAN LIMITED
发明人： KEEN, Andrew
IPC分类号： E01C11/10 , E01C11/14
CPC分类号： E01C11/14 , E01C11/106 , E04B5/32 , E04G23/0288
摘要： The joint comprises a pair (12,14) of complementary engineering grade polymer injection mouldings. Each moulding is comprised of generally equal length oblique webs (15), set at 60° to a mid-plane (16) of the assembled joint, shorter, inner webs (17) and a longer, outer webs (18). Centrally of each outer web (18) is an aperture (21) and centrally of each inner web is a pin (22) with a step (23) and a pointed head (24). The heads of one moulding clip into the apertures of the other whilst the steps determine their separation gap (25). The trapezium wave shape of the joint provides re-entrants (31) from the plane of the outer webs (18) towards that of the inner webs. Outwards of the re-entrants extend anchoring formations (33). Behind each re-entrant these formations are joined by a tab (34). Supports (41) are provided to support the repair joint off the bottom of the cavity via the tabs (34). The supports are of lazy-Z shape, with threads (42) formed at both ends. At the tabs, bolts (43) through the tab apertures (35) and secure the supports to the tabs. Further bolts (44) are engaged in the distal ends of the supports and hold the supports and the joint off the bottom of the cavity.
摘要翻译：接头包括一对（12,14）的互补工程级聚合物注射成型品。每个模制件由通常相等长度的倾斜腹板（15）构成，其设置在组装接头的中间平面（16）的60°处，较短的内腹板（17）和较长的外腹板（18）。每个外腹板（18）的中心是孔（21），并且每个内腹板的中心是具有台阶（23）和尖头（24）的销（22）。一个模制夹的头部进入另一个的孔中，同时步骤确定它们的间隔（25）。关节的梯形波形从外腹板（18）的平面向内腹板的平面提供再入口（31）。重新进入者向外延伸锚固结构（33）。在每个进入者后面，这些组合由一个选项卡（34）连接起来。提供支撑件（41），用于经由翼片（34）将修复接头从腔体底部支撑。支撑件为懒Z形，两端形成螺纹（42）。在翼片处，螺栓（43）穿过翼片孔（35）并将支撑件固定到翼片上。另外的螺栓（44）接合在支撑件的远端，并且将支撑件和接头保持在空腔的底部。

6. 发明申请

WO2014085457A1 EXPANSION JOINT AND METHODS OF PREPARING SAME 审中-公开
标题翻译：膨胀接头及其制备方法
公开(公告)号：WO2014085457A1
公开(公告)日：2014-06-05
申请号：PCT/US2013/072011
申请日：2013-11-26
申请人： DYNAMIC SURFACE APPLICATIONS, LTD.
发明人： STACHOWICZ, Michael F. , LEE, Richard P.
IPC分类号： E01C11/00 , E01C11/10 , E01C11/04 , E01C11/02 , E01C11/14 , E01C11/08
CPC分类号： E01C11/02 , E01D19/06
摘要： An expansion joint formed within a channel between two adjacent road surfaces and a method of preparing same. The joint is formed within a channel having sides each extending from an adjacent road surface to a bottom side of the channel. The joint construction may include at least one layer of a binder covering at least a portion of the sides of the channel, and one or more layers of aggregate chips and the binder covering the at least one binder layer, to fill the channel to at least the top of the road surface. The cumulative surface area of the two channel sides may be greater than the cumulative surface area of two channel sides each planar and perpendicular to the bottom. The joint construction may include a plate on the bottom side of the channel, and flexible sheeting between the plate and the at least one binder layer.
摘要翻译：在两个相邻路面之间的通道内形成的膨胀接头及其制备方法。接头形成在通道内，侧壁各自从通道的相邻路面延伸到底侧。接头结构可以包括至少一层覆盖通道侧面的至少一部分的粘合剂层，以及一层或多层骨料片和粘合剂覆盖至少一层粘合剂层，以将该通道填充至少路面顶部。两个通道侧的累积表面积可以大于每个平面且垂直于底部的两个通道侧的累积表面积。接头结构可以包括在通道的底侧上的板，以及板和至少一个粘合剂层之间的柔性板。

7. 发明申请

WO2013128151A1 ANTI-SPALLING EDGING 审中-公开
标题翻译：反垃圾邮件
公开(公告)号：WO2013128151A1
公开(公告)日：2013-09-06
申请号：PCT/GB2013/000071
申请日：2013-02-22
申请人： PERMABAN LIMITED
发明人： ARNOLD, Rodney Malcolm
IPC分类号： E04C5/16 , E01C11/08 , E01C11/14 , E04B1/48
CPC分类号： E04C5/18 , E01C11/08 , E01C11/14 , E04B1/483 , E04C5/16 , Y10T403/471
摘要： An anti-spalling edging comprising: a metal strip 21,31 adapted for concrete to be cast against, a return 22,32 along a top edge of the strip and forming a corner with the metal strip, a down-turn 23,33 from the edge of the return spaced from the strip and cut-outs in 26,36 the down-turn for anchoring it in the concrete and an elongate metallic member 201,202 extending in the corner, fixed to the strip and the return for reinforcement of the anti-spalling edge at the corner.
摘要翻译：一种抗剥落边缘，其包括：金属条21,31，其适用于待铸造的混凝土，沿着条带的顶部边缘的返回22,32，并与金属条形成拐角，下转弯23,33从返回物的边缘与条带间隔开，26.36中的切口用于将其固定在混凝土中，并且在拐角处延伸的细长金属构件201,202，固定到条带和用于加强反作用力的返回在角落的边缘。

8. 发明申请

WO2012025106A2 DEVICE FOR CONNECTING TWO COMPONENTS SEPARATED BY A GAP AND FOR ABSORBING TRANSVERSE FORCES THAT OCCUR BETWEEN THE COMPONENTS 审中-公开
标题翻译： DEVICE用于连接两个由联合个别及组件容纳部之间的部件发生横跨FORCES
公开(公告)号：WO2012025106A2
公开(公告)日：2012-03-01
申请号：PCT/DE2011075117
申请日：2011-05-23
申请人： FRANK GMBH & CO KG MAX , HANRATH MANFRED
发明人： HANRATH MANFRED
IPC分类号： E04B1/48 , E01C11/14
CPC分类号： E04B1/483 , E01C11/14 , E04B5/023 , E04C5/163
摘要： The invention relates to a device for connecting two components separated by a gap, namely a pin-side component and a sleeve-side component, and for absorbing transverse forces that occur between the components, comprising a pin (40), a sleeve (41), a pin-side force deflecting element (60) that encloses the pin in a substantially positive locking manner, and at least one pin-side anchoring bow (44). The pin-side anchoring bow (44) has a loop section (10) and two end sections (44a, 44b), wherein the pin-side anchoring bow (44) wraps around the pin-side force deflecting element (60) in a substantially positive locking manner in the loop section (10) of the pin-side anchoring bow and the end sections (44a, 44b) of the pin-side anchoring bow (44), which are provided in order to be anchored in concrete, extend away from the gap in the direction of the pin-side component in the installed state.
摘要翻译：用于通过接头分开的部件，即心轴侧构件和壳侧部件，连接两个和用于从组件之间发生，其包括心轴（40），一套筒（41）的横向力接收装置，心轴基本上描述主动包围心轴侧力偏转元件60和至少一个心轴侧锚定支架44。心轴侧锚支架（44）在所述心轴侧Kraftumlenkelement的其环部分（10）具有环形部（10）和两个端部（44A，44B），其中，所述脊侧锚支架（44）（60）大致环绕形状配合和用于锚定在在接头安装状态下，芯轴侧锚固托架（44）的端部（44a，44b）沿芯轴侧部件的方向远离。

9. 发明申请

WO2011133531A1 TRANSFERRING LOADS ACROSS JOINTS IN CONCRETE SLABS 审中-公开
标题翻译：在混凝土缝中交接负荷
公开(公告)号：WO2011133531A1
公开(公告)日：2011-10-27
申请号：PCT/US2011/033023
申请日：2011-04-19
申请人： BOXALL, Russell , PARKES, Nigel K.
发明人： BOXALL, Russell , PARKES, Nigel K.
IPC分类号： E01C11/14
CPC分类号： E01C11/14 , E04B1/483
摘要： Novel dowel structures and related methods are provided. In one embodiment, a unitary dowel structure is formed from a plurality of laminates. In certain embodiments, a first dowel laminate may be placed substantially above or below one or more other dowel laminates. At least one laminate may include a first material that is substantially devoid in another laminate. Upon being in communication, the laminates may form a unitary dowel structure having a first end and a second end that are configured to flex in a vertical direction without breaking to transfer stress loads from a concrete slab in communication with the first end of the unitary dowel structure and a concrete slab in communication with the second end of the unitary dowel structure.
摘要翻译：提供了新的定位销结构及相关方法。在一个实施例中，由多个层压板形成单一的榫钉结构。在某些实施例中，第一榫钉层压板可以被放置在一个或多个其它榫钉层压板的基本上方或下方。至少一层压板可以包括在另一层压板中基本上不含的第一材料。在连通时，层压体可以形成单一的榫钉结构，其具有第一端和第二端，所述第一端和第二端被构造成在垂直方向上弯曲而不断裂以从与单一榫头的第一端连通的混凝土板传递应力负载结构和与单一榫钉结构的第二端连通的混凝土板。

10. 发明申请

WO2010075855A4 MANDREL SYSTEM FOR CONCRETE CONSTRUCTION 审中-公开
标题翻译：脊柱内固定系统混凝土
公开(公告)号：WO2010075855A4
公开(公告)日：2010-09-16
申请号：PCT/DE2009075071
申请日：2009-11-25
申请人： KROPMEIER SIMON
发明人： KROPMEIER SIMON
IPC分类号： E04B1/48 , E01C11/14 , E04B1/49
CPC分类号： E04B1/215 , E04B1/043 , E04B1/483
摘要： The invention relates to a mandrel system for an embodiment of a force-fit connection in the expansion joint area between a first concrete component (17) and a second concrete component (13). The second concrete component (13) has a mandrel (24) and sleeve (43) drawn substantially concentrically on the mandrel (24). The first concrete component (17) comprises a sleeve tube (22) for receiving the sleeve (43) and the mandrel (24). The sleeve (43) comprises a sleeve cover (41) and a sleeve foot (42), wherein the sleeve cover (41) and/or sleeve foot (42) comprise a device for fixing the location of the mandrel (24).
摘要翻译：心轴系统的第一具体部分（17）和第二混凝土部件（13）之间用于形成kraftschl描述？拉尔端口在伸缩缝。第二混凝土部分（13）的心轴（24）和一基本上同心饲养装有心轴（24）H？LSE（43）。第一混凝土部分（17）具有一个H + Llrohr（22），用于接收H + LSE（43）和心轴（24）。的H + LSE（43）具有一个H + Lsendeckel（41）和H +Lsenfuß（42），其中，H lsendeckel（41）和/或Hlsenfuß？（42）的装置用于固定心轴的位置（24）包括。

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