-
公开(公告)号：US08794381B2
公开(公告)日：2014-08-05
申请号：US11630174
申请日：2005-04-28
申请人： Liam Clear
发明人： Liam Clear
CPC分类号： E06C7/14 , E04G1/14 , E04G1/32 , E04G5/06 , E04G5/10 , E04G5/14 , E04G5/142 , E04G5/16 , E04G7/28 , E04G2007/285 , E06C7/50 , F16B7/105
摘要： A bracket (60) for securing a first kickboard (62) transversely of a second kickboard (54) comprises a socket (64) for receiving an end of the first kickboard and a clip (70) for securing the bracket to the second kickboard, the clip comprising a lateral extension (76) aligned with the longitudinal axis of the second kickboard for stabilizing the bracket thereon. Also disclosed are (1) a telescopic rail (46) for use in forming a guard or safety barrier for builders' trestles, staging, scaffolding or the like, comprising inner and outer telescopic parts (80, 82), in which the inner part is prevented from sliding free of the outer part in use; (2) a brace for stabilizing adjacent trestles; (3) a ladder support bracket; (4) removable safety rail components and (5) a longitudinal kickboard bracket attached to a trestle crossmember.
摘要翻译： 用于固定第二踢脚板（54）横向的第一踢脚板（62）的支架（60）包括用于接收第一踢脚板的端部的插座（64）和用于将支架固定到第二踢脚板的夹子（70） 所述夹具包括与所述第二踢脚板的纵向轴线对准的侧向延伸部（76），用于将所述支架稳定在其上。 还公开了（1）用于形成用于建筑物的支架，分段，脚手架等的防护件或安全屏障的伸缩轨道（46），其包括内部和外部伸缩部件（80,82），其中内部部分 在使用中防止外部部件滑动; （2）用于稳定相邻支架的支架; （3）梯子支架; （4）可拆卸的安全轨道部件和（5）连接在支架上的纵向踢脚板支架。
-
公开(公告)号：US20130333318A1
公开(公告)日：2013-12-19
申请号：US13884946
申请日：2011-11-11
申请人： Liam Clear , Hamish Corbett
发明人： Liam Clear , Hamish Corbett
IPC分类号： E04B2/48
CPC分类号： E04B2/48 , E04B1/4121 , E04B1/4178 , E04B2/24 , E04C5/18
摘要： A mounting arrangement 10e is provided for a cleat 30a or other body for receiving the ends of elongate reinforcements (e.g. rebars 40a, 40b) in a bond beam in a masonry panel 66. The mounting arrangement 10e secures the cleat to a further reinforcement (e.g. rebar 38a) and surrounding cementitious material in a hollow masonry block encased, reinforced cementitious material column 64. An expansion joint 70 may be provided between the column 64 and the panel 66. Connections between the head and foot of the column and pre-existing load bearing structures are also described.
摘要翻译： 提供安装装置10e用于防滑板30a或其他主体，用于接收砌体板66中的接合梁中的细长加强件（例如钢筋40a，40b）的端部。安装装置10e将防滑板固定到另外的加强件（例如 钢筋38a）和周围的水泥质材料在中空的砖石块中被包裹，增强的胶结材料柱64.膨胀接头70可以设置在柱64和板66之间。柱和柱之间的连接和预先存在的负载 还描述了轴承结构。
-
公开(公告)号：US20080283336A1
公开(公告)日：2008-11-20
申请号：US11630174
申请日：2005-04-28
申请人： Liam Clear
发明人： Liam Clear
IPC分类号： E04G1/32
CPC分类号： E06C7/14 , E04G1/14 , E04G1/32 , E04G5/06 , E04G5/10 , E04G5/14 , E04G5/142 , E04G5/16 , E04G7/28 , E04G2007/285 , E06C7/50 , F16B7/105
摘要： A bracket (60) for securing a first kickboard (62) transversely of a second kickboard (54) comprises a socket (64) for receiving an end of the first kickboard and a clip (70) for securing the bracket to the second kickboard, the clip comprising a lateral extension (76) aligned with the longitudinal axis of the second kickboard for stabilising the bracket thereon. Also disclosed are (1) a telescopic rail (46) for use in forming a guard or safety barrier for builders' trestles, staging, scaffolding or the like, comprising inner and outer telescopic parts (80, 82), in which the inner part is prevented from sliding free of the outer part in use; (2) a brace for stabilising adjacent trestles; (3) a ladder support bracket; (4) removable safety rail components and (5) a longitudinal kickboard bracket attached to a trestle crossmember.
摘要翻译： 用于固定第二踢脚板（54）横向的第一踢脚板（62）的支架（60）包括用于接收第一踢脚板的端部的插座（64）和用于将支架固定到第二踢脚板的夹子（70） 所述夹具包括与所述第二踢脚板的纵向轴线对准的侧向延伸部（76），用于将所述支架稳定在其上。 还公开了（1）用于形成用于建筑物的支架，分段，脚手架等的防护件或安全屏障的伸缩轨道（46），其包括内部和外部伸缩部件（80,82），其中内部部分 在使用中防止外部部件滑动; （2）用于稳定相邻支架的支架; （3）梯子支架; （4）可拆卸的安全轨道部件和（5）连接在支架上的纵向踢脚板支架。
-
公开(公告)号：US20100325998A1
公开(公告)日：2010-12-30
申请号：US12735668
申请日：2009-02-04
申请人： Liam Clear
发明人： Liam Clear
CPC分类号： E04B2/24 , E04B1/4178 , E04B2002/0254
摘要： A masonry infill in a load bearing structure (18), comprises courses of hollow masonry units (1) arranged to define a cavity (3) extending therethrough filled with reinforced cementitious material e.g. reinforced concrete. A lower end of the concrete reinforcement (2) is secured to a load bearing support (16, FIG. 3). A body (6) is secured to the load bearing structure and receives an upper end of the concrete reinforcement so as to permit longitudinal sliding movement of the reinforcement upper end in the body, whilst constraining movement of the concrete reinforcement in a direction transversely of the infill The lower end of the reinforcement (2) may be built into the support, or slidably received in a further body (5, FIG. 3). Alternatively one or both ends of the reinforcement (2) may terminate in a bond beam. Brackets (9, 9a) may be embedded in the concrete in the cavity (3) to transfer shear forces between the adjacent blockwork and the concrete.
摘要翻译： 一种装在承重结构（18）中的砖石包括中空砌筑单元（1）的路线，所述中空砖石单元（1）设置成限定了一个延伸穿过其中的空腔（3），填充有增强的水泥质材料，例如 钢筋混凝土 混凝土加固件（2）的下端固定到承载支承件（图3中的16）。 主体（6）固定在承载结构上，并接收混凝土加强件的上端，以允许加强件上端在主体中纵向滑动运动，同时约束混凝土加强件沿横向于 填充物加强件（2）的下端可以内置在支撑件中，或可滑动地容纳在另一个主体（图3中的5）中。 或者，加强件（2）的一端或两端可以终止于粘合梁中。 支架（9,9a）可以嵌入在空腔（3）中的混凝土中，以在相邻块体和混凝土之间传递剪切力。
-
公开(公告)号：US20090313933A1
公开(公告)日：2009-12-24
申请号：US12309795
申请日：2007-07-31
申请人： Liam Clear
发明人： Liam Clear
CPC分类号： E04B1/165 , E04B1/4107 , E04B2/24 , E04B2002/0254 , E04C2/041 , Y10T403/3933
摘要： A method of constructing a masonry infill in a load bearing structure comprises the steps of: laying one or more courses of masonry (7) in the infill space; partitioning off a casting space having as its base the then uppermost course of masonry (22); the casting space extending from one side of the infill space to the other; positioning reinforcing material (14) in the casting space; securing an end of the reinforcing material to the load bearing structure; filling the casting space with concrete (20), and laying one or more further courses of masonry on top of the filled casting space. The reinforced concrete forms a bond beam which strengthens the masonry. The reinforcing material may be rebar, secured to a load-bearing frame of the building by a cleat (16) having pockets (12) for reception of the rebar ends. Optionally the reinforcement may be tensioned, to pre-stress the bond beam. The bond beam may also be used to strengthen bonded, load-bearing masonry panels in bending, without being secured to an adjacent load-bearing structure.
摘要翻译： 在承载结构中构造砖石填充物的方法包括以下步骤：在填充空间中放置一个或多个砌体（7）; 将具有基础的铸造空间分隔成当时最上层的砖石（22）; 铸造空间从填充空间的一侧延伸到另一侧; 将增强材料（14）定位在铸造空间中; 将增强材料的端部固定到承载结构; 用混凝土（20）填充铸造空间，并在填充的铸造空间的顶部铺设一个或多个进一步的砌体。 钢筋混凝土形成一个加强砌体的粘结梁。 增强材料可以是钢筋，其通过具有用于接收钢筋端部的凹部（12）的防滑板（16）固定到建筑物的承重框架。 可选地，加强件可以被张紧，以预应力接合梁。 接合梁也可以用于加强粘合的承重的砖石板的弯曲，而不固定到相邻的承载结构。
-
公开(公告)号：US09127449B2
公开(公告)日：2015-09-08
申请号：US12309795
申请日：2007-07-31
申请人： Liam Clear
发明人： Liam Clear
IPC分类号： E04B1/16
CPC分类号： E04B1/165 , E04B1/4107 , E04B2/24 , E04B2002/0254 , E04C2/041 , Y10T403/3933
摘要： A method of constructing a masonry infill in a load bearing structure comprises the steps of: laying one or more courses of masonry (7) in the infill space; partitioning off a casting space having as its base the then uppermost course of masonry (22); the casting space extending from one side of the infill space to the other; positioning reinforcing material (14) in the casting space; securing an end of the reinforcing material to the load bearing structure; filling the casting space with concrete (20), and laying one or more further courses of masonry on top of the filled casting space. The reinforced concrete forms a bond beam which strengthens the masonry. The reinforcing material may be rebar, secured to a load-bearing frame of the building by a cleat (16) having pockets (12) for reception of the rebar ends. Optionally the reinforcement may be tensioned, to pre-stress the bond beam. The bond beam may also be used to strengthen bonded, load-bearing masonry panels in bending, without being secured to an adjacent load-bearing structure.
摘要翻译： 在承载结构中构造砖石填充物的方法包括以下步骤：在填充空间中放置一个或多个砌体（7）; 将具有基础的铸造空间分隔成当时最上层的砖石（22）; 铸造空间从填充空间的一侧延伸到另一侧; 将增强材料（14）定位在铸造空间中; 将增强材料的端部固定到承载结构; 用混凝土（20）填充铸造空间，并在填充的铸造空间的顶部铺设一个或多个进一步的砌体。 钢筋混凝土形成一个加强砌体的粘结梁。 增强材料可以是钢筋，其通过具有用于接收钢筋端部的凹部（12）的防滑板（16）固定到建筑物的承重框架。 可选地，加强件可以被张紧，以预应力接合梁。 接合梁也可以用于加强粘合的承重的砖石板的弯曲，而不固定到相邻的承载结构。
-
公开(公告)号：US20110072751A1
公开(公告)日：2011-03-31
申请号：US12737074
申请日：2009-06-02
申请人： Liam Clear , Hamish Corbett
发明人： Liam Clear , Hamish Corbett
CPC分类号： E04C5/0645 , E04C5/168
摘要： The present invention provides a masonry wall reinforcing bracket (2) comprising an elongate inter-course shear transfer member (4), the shear transfer member (4) comprising a rebar cradling feature (6). The shear transfer member (4) may further comprise a plate (5) operative to be located within at least a perpend (22) of a masonry wall (10). The bracket may further comprise a supporting member (28) that protrudes perpendicularly from the length of the shear transfer member (4). The supporting member (28) may comprises a plate operative to be located within a bed joint (24) of the masonry wall (10). The supporting member (28) may be a stabilising foot. The rebars and brackets are used in a bond beam (10) system incorporated within the wall (10).
摘要翻译： 本发明提供了一种砌筑墙壁加强支架（2），其包括细长的横向间剪切传递构件（4），所述剪切传递构件（4）包括钢筋吊架特征（6）。 剪切传递构件（4）还可以包括操作成位于砖石墙（10）的至少一个（22）内的板（5）。 支架还可以包括从剪切传递构件（4）的长度垂直突出的支撑构件（28）。 支撑构件（28）可以包括可操作地位于砖石墙（10）的床接头（24）内的板。 支撑构件（28）可以是稳定脚。 钢筋和支架用于结合在壁（10）内的粘合梁（10）系统中。
-
-
-
-
-
-
搜索结果
7 条记录 (耗时 0.012 秒)