公开(公告)号：US09388561B2

公开(公告)日：2016-07-12

申请号：US12503414

申请日：2009-07-15

申请人： Frank Johnson ,  Minhaj Kirmani

发明人： Frank Johnson ,  Minhaj Kirmani

IPC分类号： E04B1/16 ,  E04B1/14 ,  E04B2/86

CPC分类号： E02D29/06 ,  B28B1/14 ,  B28B23/02 ,  E02D2250/0007 ,  E02D2250/0023 ,  E02D2250/0061 ,  E02D2300/002 ,  E02D2300/0029 ,  E04B1/14 ,  E04B1/161 ,  E04B1/167 ,  E04B2/8635 ,  E04B2/8652 ,  E04B2002/867 ,  E04B2103/02 ,  E04B2103/06 ,  E04C5/06

摘要： A modular steel-framed construction mold apparatus comprised of a plurality of contiguous foundation, cavity wall and roof deck void spaces defined and formed by assemblies of interlocking encasement panels and connectors integrally attached to a structural steel grillage for accepting, containing, and shaping wet concrete fill, a method for forming, casting, and encasing monolithic composite concrete and steel buildings and structures in situ using said mold apparatus, and a permanently encased monolithic composite concrete and steel structure constructed by employing the foregoing modular mold apparatus and method of concrete construction. The structural steel grillage supports the encasement assemblies before and during the casting process, becoming fully embedded within the cast concrete, and provides tensile strength complementing the compressive strength of concrete fill. The panelized encasement assemblies remain in place following casting protecting and insulating the resulting composite concrete and steel buildings and structures.

摘要翻译： 一种模块化钢框架建筑模具设备，包括多个连续的基座，空腔壁和屋顶板空隙空间，这些空间空间由联锁的外壳板和连接件组成，该连接件与连接到结构钢格栅上的连接件组合，用于接收，容纳和成形湿混凝土 填充，使用所述模具装置原位形成，铸造和包装整体复合混凝土和钢结构建筑物和结构的方法，以及通过使用上述模块化模具装置和混凝土结构的方法构造的永久包装的整体复合混凝土和钢结构。 结构钢格架在铸造过程之前和期间支撑包装组件，完全嵌入铸造混凝土中，并提供与混凝土填充物的抗压强度相辅相成的抗拉强度。 铸造后的包装组件在铸造后保持原有的位置，并对所得复合混凝土和钢结构建筑物和结构进行绝缘。

公开(公告)号：US20110011018A1

公开(公告)日：2011-01-20

申请号：US12503414

申请日：2009-07-15

申请人： Frank Johnson ,  Minhaj Kirmani

发明人： Frank Johnson ,  Minhaj Kirmani

IPC分类号： E04B1/19 ,  E04B1/00 ,  E04B1/16

CPC分类号： E02D29/06 ,  B28B1/14 ,  B28B23/02 ,  E02D2250/0007 ,  E02D2250/0023 ,  E02D2250/0061 ,  E02D2300/002 ,  E02D2300/0029 ,  E04B1/14 ,  E04B1/161 ,  E04B1/167 ,  E04B2/8635 ,  E04B2/8652 ,  E04B2002/867 ,  E04B2103/02 ,  E04B2103/06 ,  E04C5/06

摘要： A modular steel-framed construction mold apparatus comprised of a plurality of contiguous foundation, cavity wall and roof deck void spaces defined and formed by assemblies of interlocking encasement panels and connectors integrally attached to a structural steel grillage for accepting, containing, and shaping wet concrete fill, a method for forming, casting, and encasing monolithic composite concrete and steel buildings and structures in situ using said mold apparatus, and a permanently encased monolithic composite concrete and steel structure constructed by employing the foregoing modular mold apparatus and method of concrete construction. The structural steel grillage supports the encasement assemblies before and during the casting process, becoming fully embedded within the cast concrete, and provides tensile strength complementing the compressive strength of concrete fill. The panelized encasement assemblies remain in place following casting protecting and insulating the resulting composite concrete and steel buildings and structures.

摘要翻译： 一种模块化钢框架建筑模具设备，包括多个连续的基座，空腔壁和屋顶板空隙空间，这些空间空间由联锁的外壳板和连接件组成，该连接件与连接到结构钢格栅上的连接件组合，用于接收，容纳和成形湿混凝土 填充，使用所述模具装置原位形成，铸造和包装整体复合混凝土和钢结构建筑物和结构的方法，以及通过使用上述模块化模具装置和混凝土结构的方法构造的永久包装的整体复合混凝土和钢结构。 结构钢格架在铸造过程之前和期间支撑包装组件，完全嵌入铸造混凝土中，并提供与混凝土填充物的抗压强度相辅相成的抗拉强度。 铸造后的包装组件在铸造后保持原有的位置，并对所得复合混凝土和钢结构建筑物和结构进行绝缘。

公开(公告)号：US20160362867A1

公开(公告)日：2016-12-15

申请号：US15207162

申请日：2016-08-03

申请人： Frank K. Johnson ,  Minhaj Kirmani

发明人： Frank K. Johnson ,  Minhaj Kirmani

IPC分类号： E02D29/09 ,  E04B2/86 ,  E04C5/06 ,  E04B1/16

CPC分类号： E02D29/06 ,  B28B1/14 ,  B28B23/02 ,  E02D2250/0007 ,  E02D2250/0023 ,  E02D2250/0061 ,  E02D2300/002 ,  E02D2300/0029 ,  E04B1/14 ,  E04B1/161 ,  E04B1/167 ,  E04B2/8635 ,  E04B2/8652 ,  E04B2002/867 ,  E04B2103/02 ,  E04B2103/06 ,  E04C5/06

摘要： A modular steel-framed construction mold apparatus comprised of a plurality of contiguous foundation, cavity wall and roof deck void spaces defined and formed by assemblies of interlocking encasement panels and connectors integrally attached to a structural steel grillage for accepting, containing, and shaping wet concrete fill, a method for forming, casting, and encasing monolithic composite concrete and steel buildings and structures in situ using said mold apparatus, and a permanently encased monolithic composite concrete and steel structure constructed by employing the foregoing modular mold apparatus and method of concrete construction. The structural steel grillage supports the encasement assemblies before and during the casting process, becoming fully embedded within the cast concrete, and provides tensile strength complementing the compressive strength of concrete fill. The panelized encasement assemblies remain in place following casting protecting and insulating the resulting composite concrete and steel buildings and structures.

摘要翻译： 一种模块化钢框架建筑模具设备，包括多个连续的基座，空腔壁和屋顶板空隙空间，这些空间空间由联锁的外壳板和连接件组成，该连接件与连接到结构钢格栅上的连接件组合，用于接收，容纳和成形湿混凝土 填充，使用所述模具装置原位形成，铸造和包装整体复合混凝土和钢结构建筑物和结构的方法，以及通过使用上述模块化模具装置和混凝土结构的方法构造的永久包装的整体复合混凝土和钢结构。 结构钢格架在铸造过程之前和期间支撑包装组件，完全嵌入铸造混凝土中，并提供与混凝土填充物的抗压强度相辅相成的抗拉强度。 铸造后的包装组件在铸造后保持原有的位置，并对所得复合混凝土和钢结构建筑物和结构进行绝缘。

公开(公告)号：US20160340855A1

公开(公告)日：2016-11-24

申请号：US15207144

申请日：2016-08-03

申请人： Frank K. Johnson ,  Minhaj Kirmani

发明人： Frank K. Johnson ,  Minhaj Kirmani

IPC分类号： E02D29/09 ,  B28B23/02 ,  B28B1/14 ,  E04B1/16 ,  E04B2/86

CPC分类号： E02D29/06 ,  B28B1/14 ,  B28B23/02 ,  E02D2250/0007 ,  E02D2250/0023 ,  E02D2250/0061 ,  E02D2300/002 ,  E02D2300/0029 ,  E04B1/14 ,  E04B1/161 ,  E04B1/167 ,  E04B2/8635 ,  E04B2/8652 ,  E04B2002/867 ,  E04B2103/02 ,  E04B2103/06 ,  E04C5/06

摘要： A modular steel-framed construction mold apparatus comprised of a plurality of contiguous foundation, cavity wall and roof deck void spaces defined and formed by assemblies of interlocking encasement panels and connectors integrally attached to a structural steel grillage for accepting, containing, and shaping wet concrete fill, a method for forming, casting, and encasing monolithic composite concrete and steel buildings and structures in situ using said mold apparatus, and a permanently encased monolithic composite concrete and steel structure constructed by employing the foregoing modular mold apparatus and method of concrete construction. The structural steel grillage supports the encasement assemblies before and during the casting process, becoming fully embedded within the cast concrete, and provides tensile strength complementing the compressive strength of concrete fill. The panelized encasement assemblies remain in place following casting protecting and insulating the resulting composite concrete and steel buildings and structures.