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1. 发明授权

US10544583B2 Prefabricated masonry walls 有权
公开(公告)号：US10544583B2
公开(公告)日：2020-01-28
申请号：US15943438
申请日：2018-04-02
申请人： CONSTRUCTIVE, L.L.C.
发明人： Dave Muirhead , Jim Gendron , David Biggs , Stephen Winter
IPC分类号： E04B2/20
摘要： A hollow prefabricated masonry wall panel is made at a fabrication site and is configured for transportation to a build site. The hollow prefabricated wall panel has a base row and an upper row formed of hollow blocks. A slit is formed in the top of each of the two side walls of the hollow blocks of the base row and upper row, the slit having a width no larger than 20% a width of a side wall. Provisional reinforcement is provided within each slit with a bonding material, a size of the slit and the provisional reinforcement configured to provide tensile strength during transportation of the hollow prefabricated wall panel from the fabrication site to the build site. At least one mid-row is laid between the base row and upper row so the hollow cavities are aligned to preserve hollow wall cavities that can accept code required reinforcement once transported to the build site.

2. 发明申请

US20180266106A1 Prefabricated Masonry Walls 审中-公开
公开(公告)号：US20180266106A1
公开(公告)日：2018-09-20
申请号：US15943438
申请日：2018-04-02
申请人： CONSTRUCTIVE, L.L.C.
发明人： Dave Muirhead , Jim Gendron , David Biggs , Stephen Winter
IPC分类号： E04B2/20
CPC分类号： E04B2/20 , E04B2/24 , E04B2/34 , E04B2/36 , E04B2002/0254 , E04C2/041 , E04C3/22 , E04C3/29 , E04C5/07 , E04C2002/002 , E04C2003/023 , E04G21/145 , E04G21/147 , E04G21/1841 , E04G21/185
摘要： A hollow prefabricated masonry wall panel is made at a fabrication site and is configured for transportation to a build site. The hollow prefabricated wall panel has a base row and an upper row formed of hollow blocks. A slit is formed in the top of each of the two side walls of the hollow blocks of the base row and upper row, the slit having a width no larger than 20% a width of a side wall. Provisional reinforcement is provided within each slit with a bonding material, a size of the slit and the provisional reinforcement configured to provide tensile strength during transportation of the hollow prefabricated wall panel from the fabrication site to the build site. At least one mid-row is laid between the base row and upper row so the hollow cavities are aligned to preserve hollow wall cavities that can accept code required reinforcement once transported to the build site.

3. 发明授权

US09926703B1 Prefabricated masonry wall panels 有权
公开(公告)号：US09926703B1
公开(公告)日：2018-03-27
申请号：US15188747
申请日：2016-06-21
申请人： Constructive, L.L.C.
发明人： Dave Muirhead , Jim Gendron
IPC分类号： E04C2/52 , E04B2/00 , E04C1/00 , E04C2/04 , E04C2/06 , E04B2/26
CPC分类号： E04C2/526 , E04B1/04 , E04B2/20 , E04B2/24 , E04B2/26 , E04B2001/3588 , E04C1/00 , E04C2/041 , E04C2/06 , E04C2/46 , E04G21/14
摘要： A hollow prefabricated masonry wall panel is made at a fabrication site and is configured for transportation to a build site. The hollow prefabricated wall panel has a base row and an upper row formed of hollow blocks. A slit is formed in the top of each of the two side walls of the hollow blocks of the base row and upper row, the slit having a width no larger than 20% a width of a side wall. Provisional reinforcement is provided within each slit with a bonding material, a size of the slit and the provisional reinforcement configured to provide tensile strength during transportation of the hollow prefabricated wall panel from the fabrication site to the build site. At least one mid-row is laid between the base row and upper row so the hollow cavities are aligned to preserve hollow wall cavities that can accept code required reinforcement once transported to the build site.

4. 发明申请

US20130205688A1 PREFABRICATED COMPOUND MASONRY UNITS 审中-公开
标题翻译：预制化合物MASONRY UNITS
公开(公告)号：US20130205688A1
公开(公告)日：2013-08-15
申请号：US13846470
申请日：2013-03-18
申请人： Constructive, L.L.C.
发明人： Dave Muirhead , Jim Gendron
IPC分类号： E04B2/44 , E04G21/14 , E04B1/04
CPC分类号： E04B2/44 , E04B1/04 , E04B2/20 , E04B2/24 , E04C2/041 , E04G21/14
摘要： Embodiments of prefabricated compound masonry units in lieu of build site-constructed elements are provided, as well as methods of producing the same. One embodiment comprises a first course comprising hollow blocks laid end to end with adjacent ends adhered with mortar, the hollow blocks positioned such that the first course has a hollow core; at least one channel formed in a top surface of the first course, the channel having a length; and provisional reinforcement provided along at least a portion of the length of the channel and held within the channel with a bonding material different from the mortar. The provisional reinforcement provides tensile strength to the first course for transportation and handling of the first course from a fabrication location to a build location where the first course is configured to receive permanent structural masonry reinforcement in the hollow core at the build location.
摘要翻译：提供了预制复合砖石单元代替构造位置构件的实施例，以及其制造方法。一个实施例包括第一过程，该第一过程包括以邻近的末端与末端粘结的中空块，中空块被定位成使得第一过程具有中空的芯; 形成在所述第一道次的顶表面中的至少一个通道，所述通道具有长度; 沿着通道的长度的至少一部分设置临时加固件，并且保持在通道内与不同于砂浆的粘合材料。临时加固为第一道路提供拉伸强度，用于运输和处理第一道路，从制造位置到建造位置，其中第一道路被构造成在建造位置处在空心铁芯中接收永久性结构砖石加固。

5. 发明授权

US09932737B1 Prefabricated masonry lintels 有权
公开(公告)号：US09932737B1
公开(公告)日：2018-04-03
申请号：US15188906
申请日：2016-06-21
申请人： CONSTRUCTIVE, L.L.C.
发明人： Dave Muirhead , Jim Gendron
IPC分类号： E04C3/29 , E04C3/02 , E04C3/20 , E04C5/07 , E04B1/343
CPC分类号： E04C3/22 , E04B2/20 , E04B2/24 , E04C2/041 , E04C5/07 , E04C2003/023 , E04G21/14
摘要： A hollow prefabricated masonry lintel made at a fabrication site and configured for transportation to a build site has a base row formed of U-shaped blocks laid end to end with adjacent ends adhered with mortar. A hollow horizontal cavity along a length of the base row is formed of each recess of the U-shaped blocks. A slit is formed in a top surface of each of the two side walls of the U-shaped blocks along the length of the base row, the slit having a width no larger than 20% of a width of the top surface. Provisional reinforcement is fully embedded within the slit with a bonding material, with a size of the slit and the provisional reinforcement providing tensile strength during transportation of the prefabricated masonry lintel from the fabrication site to the build site with the hollow horizontal cavity having no grout and no code-required reinforcement.

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