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61. 发明授权

US1354549A Dowel-pin 失效
标题翻译：定位销
公开(公告)号：US1354549A
公开(公告)日：1920-10-05
申请号：US29047119
申请日：1919-04-16
申请人： GILMER JOHN T
发明人： GILMER JOHN T
IPC分类号： F16B5/00 , F16B12/24 , F16B19/00
CPC分类号： F16B12/24 , A47B2230/0037 , F16B19/004 , Y10S52/06 , Y10T403/4949

62. 发明授权

US804825A Seal for boxes, &c. 失效
标题翻译：密封箱，＆C。
公开(公告)号：US804825A
公开(公告)日：1905-11-21
申请号：US1905245706
申请日：1905-02-15
申请人： BROOKS EDWARD J
发明人： BROOKS EDWARD J
CPC分类号： G09F3/0352 , Y10S52/06 , Y10T16/65 , Y10T292/505

63. 发明授权

US386742A Barbed fence-strip 失效
公开(公告)号：US386742A
公开(公告)日：1888-07-24
申请号：US386742D
CPC分类号： F41H11/08 , E04H17/04 , Y10S52/06 , Y10S411/921 , Y10T29/20

64. 发明专利

NO870566A 未知
公开(公告)号：NO870566A
公开(公告)日：1987-08-14
申请号：NO870566
申请日：1987-02-12
申请人： METSAE SERLA OY
发明人： LEHTONEN MARKKU SAKARI
IPC分类号： E04B1/49 , F16B15/00 , E04B
CPC分类号： F16B15/0038 , E04B1/49 , F16B15/0046 , F16B2015/0061 , F16B2015/0069 , Y10S52/06 , Y10S403/15 , Y10T403/479 , Y10T403/4974

65. 发明专利

ZA8004772B WEB MEMBER 未知
公开(公告)号：ZA8004772B
公开(公告)日：1981-09-30
申请号：ZA8004772
申请日：1980-08-06
申请人： MOEHLENPAH IND INC
发明人： MOEHLENPAH W , REEDER M
IPC分类号： E04B1/49 , E04C3/02 , E04C3/12 , E04C3/292 , F16B15/00 , E04C
CPC分类号： E04B1/49 , E04C3/292 , F16B15/0046 , Y10S52/06

66. 发明授权

US09493950B2 Composite I-beam member 有权
标题翻译：复合式I型梁构件
公开(公告)号：US09493950B2
公开(公告)日：2016-11-15
申请号：US14541130
申请日：2014-11-13
申请人： WeiHong Yang
发明人： WeiHong Yang
IPC分类号： E04C3/292 , E04C3/18 , E04C3/46 , E04C3/12
CPC分类号： E04C3/292 , E04C3/122 , E04C3/14 , E04C3/18 , E04C3/46 , Y10S52/06 , Y10T29/49623 , Y10T29/49634 , Y10T29/49826
摘要： A composite steel I-beam member. The member includes confined top and bottom flanges, and a composite laminated web. The confined flange comprises a wooden core and a metal jacket wrapped around an outer perimeter of the wooden core. The overall load carrying capacity of the composite I-beam is significantly increased through a list of composite actions occurring in the individual components and their connections. Most importantly, a two-way lateral interaction can be normal to the interface between the metal jacket and the wooden core and provide an amount of compressive support to the top flange surpassing the sum of amount of support provided by the metal jacket and the wooden core when being used separately.
摘要翻译：复合钢I型梁构件。该构件包括封闭的顶部和底部凸缘以及复合层压腹板。限制的法兰包括一个木芯和围绕木芯的外围缠绕的金属外套。通过在各个组件及其连接中发生的复合动作的列表，复合I型梁的整体承载能力显着增加。最重要的是，双向横向相互作用可以与金属护套和木芯之间的界面正常，并且向顶部法兰提供一定量的压缩支撑，超过由金属护套和木芯提供的支撑量的总和当分开使用时。

67. 发明授权

US08910455B2 Composite I-beam member 有权
标题翻译：复合式I型梁构件
公开(公告)号：US08910455B2
公开(公告)日：2014-12-16
申请号：US13772338
申请日：2013-02-21
申请人： WeiHong Yang
发明人： WeiHong Yang
IPC分类号： E04C3/292 , E04C3/46
CPC分类号： E04C3/292 , E04C3/46 , Y10S52/06 , Y10T29/49623 , Y10T29/49634 , Y10T29/49826
摘要： A composite steel I-beam member. The member includes confined top and bottom flanges, and a composite laminated web. The confined flange comprises a wooden core and a metal jacket wrapped around an outer perimeter of the wooden core. The overall load carrying capacity of the composite I-beam is significantly increased through a list of composite actions occurring in the individual components and their connections. Most importantly, a two-way lateral interaction can be normal to the interface between the metal jacket and the wooden core and provide an amount of compressive support to the top flange surpassing the sum of amount of support provided by the metal jacket and the wooden core when being used separately.
摘要翻译：复合钢I型梁构件。该构件包括封闭的顶部和底部凸缘以及复合层压腹板。限制的法兰包括一个木芯和围绕木芯的外围缠绕的金属外套。通过在各个组件及其连接中发生的复合动作的列表，复合I型梁的整体承载能力显着增加。最重要的是，双向横向相互作用可以与金属护套和木芯之间的界面正常，并且向顶部法兰提供一定量的压缩支撑，超过由金属护套和木芯提供的支撑量的总和当分开使用时。

68. 发明申请

US20130160398A1 COMPOSITE I-BEAM MEMBER 有权
公开(公告)号：US20130160398A1
公开(公告)日：2013-06-27
申请号：US13772338
申请日：2013-02-21
申请人： WeiHong YANG
发明人： WeiHong YANG
IPC分类号： E04C3/292
CPC分类号： E04C3/292 , E04C3/46 , Y10S52/06 , Y10T29/49623 , Y10T29/49634 , Y10T29/49826
摘要： A composite steel I-beam member. The member includes confined top and bottom flanges, and a composite laminated web. The confined flange comprises a wooden core and a metal jacket wrapped around an outer perimeter of the wooden core. The overall load carrying capacity of the composite I-beam is significantly increased through a list of composite actions occurring in the individual components and their connections. Most importantly, a two-way lateral interaction can be normal to the interface between the metal jacket and the wooden core and provide an amount of compressive support to the top flange surpassing the sum of amount of support provided by the metal jacket and the wooden core when being used separately.

69. 发明申请

US20100293883A1 CAST-IN INSERT 有权
标题翻译：插入插件
公开(公告)号：US20100293883A1
公开(公告)日：2010-11-25
申请号：US12810009
申请日：2008-12-19
申请人： Radovan Sladojevic
发明人： Radovan Sladojevic
IPC分类号： E04B1/41
CPC分类号： E04B1/4114 , B28B23/0056 , E04G5/04 , E04G5/046 , E04G21/142 , E04G21/185 , Y10S52/06
摘要： An insert for embedment in a concrete component during casting, having a tubular cavity for receiving a threaded anchorage member, the tubular cavity having an opening arranged to face outward of the concrete component when cast for insertion of the threaded anchorage member, wherein the insert is externally tapered such that, when the insert is embedded in the concrete component and the anchorage member is threadedly engaged within the tubular cavity, axial loading applied to the anchorage member in a sense to withdraw the anchorage member from the insert causes reactional force from the surrounding concrete to be applied to the insert in a direction radially inwardly of the insert, and wherein the insert is formed of deformable plastic material such that said reactional force in turn causes the insert to exert force radially inwardly upon the anchorage member.
摘要翻译：一种用于在铸造期间嵌入混凝土构件中的插入件，具有用于容纳螺纹锚定构件的管状空腔，所述管状空腔具有当铸造用于插入所述螺纹锚固构件时布置成面向所述混凝土构件外部的开口，其中所述插入件外部锥形，使得当插入件嵌入在混凝土构件中并且锚固构件螺纹地接合在管状空腔内时，在一定意义上施加到锚固构件的轴向载荷使得锚固构件从插入件中引起来自周围的反作用力混凝土在径向向内插入件的方向上施加到插入件上，并且其中插入件由可变形塑料材料形成，使得所述反作用力又使插入件在锚定构件上径向向内施加力。

70. 发明授权

US06834470B2 Structural framework, method of forming the framework and webs therefor 有权
标题翻译：结构框架，形成框架和网的方法
公开(公告)号：US06834470B2
公开(公告)日：2004-12-28
申请号：US10205484
申请日：2002-07-25
申请人： John Tadich
发明人： John Tadich
IPC分类号： E04C302
CPC分类号： E04C3/17 , E04C3/07 , E04C3/292 , E04C2003/0421 , E04C2003/0434 , E04C2003/0447 , Y10S52/06
摘要： A structural framework, method for forming the framework and web member for the framework are disclosed. The web member has a body and tabs at each end of the body bent at a predetermined oblique angle with respect to an axis of the body. The tabs can include an ancillary connector to temporarily locate and hold the web member in position until the web member is secured in place. The method for forming the framework comprises defining a theoretical connection point on at least one chord of the framework which provides structural integrity, and connecting a web member to the chords at a web member connection point spaced from the theoretical connection point.
摘要翻译：公开了一种用于框架形成框架和框架构件的结构框架，方法。腹板构件具有主体和身体的每个端部处的突片相对于身体的轴线以预定的倾斜角度弯曲。突片可以包括辅助连接器，以临时定位并将卷材保持在适当位置，直到卷筒纸部件固定就位。用于形成框架的方法包括在提供结构完整性的框架的至少一个弦上限定理论连接点，以及在与理论连接点间隔开的腹板构件连接点处将腹板构件连接到弦杆。

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