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1. 发明授权

US5809719A Manually adjustable structural load transferring device 失效
公开(公告)号：US5809719A
公开(公告)日：1998-09-22
申请号：US517728
申请日：1995-08-21
申请人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
发明人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
IPC分类号： E04G23/02 , E04G25/08 , E04G21/26 , E04G23/04
CPC分类号： E04G23/0218
摘要： A manually adjustable structural load transferring device and system for providing tension and compression force transfer between a plurality of spaced building structural members. A pair of load transfer members are each provided with a threaded first end and a second end, the threaded first end of one of the pair of members having threads of opposite pitch to those of the first end of the other one. A coupler member has first and second threaded ends engaged with the threaded first ends of the pair of load transfer members so that the length of the assembly can be adjusted by relative rotation between the coupler member and the load transfer members. An end connection device is attached to the second end of each of the load transfer members, the end connection device including a plurality of fastener apertures and a plurality of bolt apertures for securing the base plate to a building structural member. Several embodiments of end connection devices are disclosed. The load transferring device is manually adjusted to fit the space between adjacent building structural members, and is secured to such structural members by fasteners and bolts.

2. 发明授权

US06546678B1 Manually adjustable structural load transferring device 有权
标题翻译：手动调节结构载荷传递装置
公开(公告)号：US06546678B1
公开(公告)日：2003-04-15
申请号：US09695205
申请日：2000-10-24
申请人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
发明人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
IPC分类号： E04G2508
CPC分类号： E04G23/0218
摘要： A manually adjustable structural load transferring device and system for providing tension and compression force transfer between a plurality of spaced building structural members. A pair of load transfer members are each provided with a threaded first end and a second end, the threaded first end of one of the pair of members having threads of opposite pitch to those of the first end of the other one. A coupler member has first and second threaded ends engaged with the threaded first ends of the pair of load transfer members so that the length of the assembly can be adjusted by relative rotation between the coupler member and the load transfer members. An end connection device is attached to the second end of each of the load transfer members, the end connection device including a plurality of fastener apertures and a plurality of bolt apertures for securing the base plate to a building structural member. The load transferring device is manually adjusted to fit the space between adjacent building structural members, and is secured to such structural members by fasteners and bolts.
摘要翻译：一种用于在多个间隔开的建筑结构构件之间提供张力和压力传递的可手动调节的结构载荷传递装置和系统。一对负载传递构件分别设置有螺纹的第一端和第二端，所述一对构件中的一个的螺纹的第一端具有与另一端的第一端相反的螺距。耦合器构件具有与所述一对负载传递构件的螺纹的第一端部接合的第一和第二螺纹端部，使得可以通过联接构件和负载传递构件之间的相对旋转来调节组件的长度。端部连接装置附接到每个负载传递构件的第二端，端部连接装置包括多个紧固件孔和用于将基板固定到建筑结构构件的多个螺栓孔。负载传递装置被手动调节以适应相邻建筑结构构件之间的空间，并通过紧固件和螺栓固定到这种结构构件。

3. 发明授权

US06425220B1 Continuity tie 有权
标题翻译：连续性领带
公开(公告)号：US06425220B1
公开(公告)日：2002-07-30
申请号：US09621381
申请日：2000-07-21
申请人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
发明人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
IPC分类号： E04G2300
CPC分类号： E04H9/02 , E04H9/14 , Y02A50/14 , Y10T403/341 , Y10T403/347 , Y10T403/44 , Y10T403/443
摘要： A continuity tie for providing both tension and compression resistance to externally induced movement of building structural members. A central body member is provided with a plurality of bolt mounting apertures in a staggered pattern and a pair of end plates having a rod aperture. One embodiment employs a tubular central body member having a hollow interior; another embodiment employs a generally U-shaped central portion with flanking flanges. Both embodiments can be mounted to building structural members separated by an intervening building structural member, with the continuity ties being secured together by means of a single rod arranged in the rod apertures in each continuity tie and secured in place by means of nuts. The staggered bolt patterns reduce the probability of mounting all bolts in a defect region of a timber building element. The hollow tube embodiment is symmetric and cannot be installed backwards. The rod aperture may be centered or offset from the central axis of the continuity tie. In the hollow tubular embodiment, the rod aperture is offset so that the continuity tie can be mounted with the rod aperture closest to the building structural member to reduce the force couple therebetween or with the rod aperture farthest from the building structural member to provide clearance between the rod and other hardware mounted to the building structural member.
摘要翻译：用于提供对建筑结构构件的外部诱导运动的张力和抗压缩性的连续性。中心体部件设置有多个交错图案的螺栓安装孔和具有杆孔的一对端板。一个实施例采用具有中空内部的管状中心体部件; 另一实施例采用具有侧面凸缘的大致U形中心部分。两个实施例都可以安装到由中间建筑结构构件隔开的建筑结构构件上，其连续段通过设置在每个连续系带中的杆孔中的单个杆固定在一起，并通过螺母固定就位。交错的螺栓图案减少了将所有螺栓安装在木材建筑构件的缺陷区域中的可能性。中空管实施例是对称的，不能向后安装。杆孔可以对准或偏离连续性系的中心轴线。在中空管状实施例中，杆孔被偏移，使得连杆带可以安装成最靠近建筑结构构件的杆孔，以减小它们之间的力耦合或者与最远离建筑结构构件的杆孔之间提供间隙杆和其他硬件安装在建筑结构件上。

4. 发明授权

US5921042A Continuity tie 失效
公开(公告)号：US5921042A
公开(公告)日：1999-07-13
申请号：US56279
申请日：1998-04-07
申请人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
发明人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
IPC分类号： E04H9/02 , E04H9/14 , E04G23/00
CPC分类号： E04H9/02 , E04H9/14 , Y10T403/341 , Y10T403/347 , Y10T403/44 , Y10T403/443
摘要： A continuity tie for providing both tension and compression resistance to externally induced movement of building structural members. A central body member is provided with a plurality of bolt mounting apertures in a staggered pattern and a pair of end plates having a rod aperture. One embodiment employs a tubular central body member having a hollow interior; another embodiment employs a generally U-shaped central portion with flanking flanges. Both embodiments can be mounted to building structural members separated by an intervening building structural member, with the continuity ties being secured together by means of a single rod arranged in the rod apertures in each continuity tie and secured in place by means of nuts. The staggered bolt patterns reduce the probability of mounting all bolts in a defect region of a timber building element. The hollow tube embodiment is symmetric and cannot be installed backwards. The rod aperture may be centered or offset from the central axis of the continuity tie. In the hollow tubular embodiment, the rod aperture is offset so that the continuity tie can be mounted with the rod aperture closest to the building structural member to reduce the force couple therebetween or with the rod aperture farthest from the building structural member to provide clearance between the rod and other hardware mounted to the building structural member.

5. 发明授权

US6155019A Manually adjustable structural load transferring device 有权
标题翻译：手动调节结构载荷传递装置
公开(公告)号：US6155019A
公开(公告)日：2000-12-05
申请号：US371216
申请日：1999-08-10
申请人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
发明人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
IPC分类号： E04G23/02 , E04G23/04
CPC分类号： E04G23/0218
摘要： A manually adjustable structural load transferring device and system for providing tension and compression force transfer between a plurality of spaced building structural members. A pair of load transfer members are each provided with a threaded first end and a second end, the threaded first end of one of the pair of members having threads of opposite pitch to those of the first end of the other one. A coupler member has first and second threaded ends engaged with the threaded first ends of the pair of load transfer members so that the length of the assembly can be adjusted by relative rotation between the coupler member and the load transfer members. An end connection device is attached to the second end of each of the load transfer members, the end connection device including a plurality of fastener apertures and a plurality of bolt apertures for securing the base plate to a building structural member. Several embodiments of end connection devices are disclosed. The load transferring device is manually adjusted to fit the space between adjacent building structural members, and is secured to such structural members by fasteners and bolts.
摘要翻译：一种用于在多个间隔开的建筑结构构件之间提供张力和压力传递的可手动调节的结构载荷传递装置和系统。一对负载传递构件分别设置有螺纹的第一端和第二端，所述一对构件中的一个构件的螺纹的第一端具有与另一端的第一端相反的螺纹螺纹。耦合器构件具有与所述一对负载传递构件的螺纹的第一端部接合的第一和第二螺纹端部，使得可以通过联接构件和负载传递构件之间的相对旋转来调节组件的长度。端部连接装置附接到每个负载传递构件的第二端，端部连接装置包括多个紧固件孔和用于将基板固定到建筑结构构件的多个螺栓孔。公开了端连接装置的几个实施例。负载传递装置被手动调节以适应相邻建筑结构构件之间的空间，并通过紧固件和螺栓固定到这种结构构件。

6. 发明授权

US6112486A Continuity tie 有权
公开(公告)号：US6112486A
公开(公告)日：2000-09-05
申请号：US305636
申请日：1999-05-05
申请人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
发明人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
IPC分类号： E04H9/02 , E04H9/14 , E04G25/08
CPC分类号： E04H9/02 , E04H9/14 , Y10T403/341 , Y10T403/347 , Y10T403/44 , Y10T403/443
摘要： A continuity tie for providing both tension and compression resistance to externally induced movement of building structural members. A central body member is provided with a plurality of bolt mounting apertures in a staggered pattern and a pair of end plates having a rod aperture. One embodiment employs a tubular central body member having a hollow interior; another embodiment employs a generally U-shaped central portion with flanking flanges. Both embodiments can be mounted to building structural members separated by an intervening building structural member, with the continuity ties being secured together by means of a single rod arranged in the rod apertures in each continuity tie and secured in place by means of nuts. The staggered bolt patterns reduce the probability of mounting all bolts in a defect region of a timber building element. The hollow tube embodiment is symmetric and cannot be installed backwards. The rod aperture may be centered or offset from the central axis of the continuity tie. In the hollow tubular embodiment, the rod aperture is offset so that the continuity tie can be mounted with the rod aperture closest to the building structural member to reduce the force couple therebetween or with the rod aperture farthest from the building structural member to provide clearance between the rod and other hardware mounted to the building structural member.

7. 发明授权

US5813181A Continuity tie 失效
公开(公告)号：US5813181A
公开(公告)日：1998-09-29
申请号：US517299
申请日：1995-08-21
申请人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
发明人： Roger Wall Ashton , Robert Donald Lucey , John Duncan Pryor
IPC分类号： E04H9/02 , E04H9/14 , E04H1/98
CPC分类号： E04H9/02 , E04H9/14 , Y10T403/341 , Y10T403/347 , Y10T403/44 , Y10T403/443
摘要： A continuity tie for providing both tension and compression resistance to externally induced movement of building structural members. A central body member is provided with a plurality of bolt mounting apertures in a staggered pattern and a pair of end plates having a rod aperture. One embodiment employs a tubular central body member having a hollow interior; another embodiment employs a generally U-shaped central portion with flanking flanges. Both embodiments can be mounted to building structural members separated by an intervening building structural member, with the continuity ties being secured together by means of a single rod arranged in the rod apertures in each continuity tie and secured in place by means of nuts. The staggered bolt patterns reduce the probability of mounting all bolts in a defect region of a timber building element. The hollow tube embodiment is symmetric and cannot be installed backwards. The rod aperture may be centered or offset from the central axis of the continuity tie. In the hollow tubular embodiment, the rod aperture is offset so that the continuity tie can be mounted with the rod aperture closest to the building structural member to reduce the force couple therebetween or with the rod aperture farthest from the building structural member to provide clearance between the rod and other hardware mounted to the building structural member.

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