公开(公告)号：US6151851A

公开(公告)日：2000-11-28

申请号：US430205

申请日：1999-10-29

申请人： Michael M. Carter

发明人： Michael M. Carter

IPC分类号： E04B1/24 ,  E04B1/35 ,  G04H1/00

CPC分类号： E04B1/3511 ,  E04B1/24 ,  E04B2001/2451 ,  E04B2001/246

摘要： At least one first column having a lower portion attached top a first floor and an upper portion attached to a second floor. The upper portion has a bore with an inner dimension. At least one second column having a lower portion and an upper portion attached to a third floor or building top structure. The lower portion has an outer dimension that is substantially the same or slightly less than the first column upper portion inner dimension so that the second column lower portion may be slidingly received in the bore of the first column upper portion in an overlapping, telescopic arrangement. At least one first retainer is attached to the first or second column, the retainer capable of engaging and supporting the second column thereon.The method of construction provides for lifting without the aid of mechanical lifting devices the lightweight columns, lowering each column into the immediately below column to form an overlapping, telescopic portion which braces against bending of the columns, and retaining the columns in place with retainers that do not need to be field bolted or welded thereon.

摘要翻译： 至少一个第一柱，其下部附接在第一层顶部，上部附接到第二层。 上部具有内径为内径的孔。 至少一个第二列，其具有连接到三楼或建筑顶部结构的下部和上部。 下部具有与第一列上部内部尺寸基本相同或稍小的外部尺寸，使得第二柱下部可以以重叠的伸缩布置滑动地容纳在第一柱上部的孔中。 至少一个第一保持器附接到第一或第二柱，保持器能够在其上接合和支撑第二柱。 施工方法提供了在不借助机械提升装置的情况下提升轻型列，将每一列降低到立柱的下方，形成一个重叠的伸缩部分，该部分支撑着柱的弯曲，并将柱保持在位 不需要现场螺栓连接或焊接在其上。

公开(公告)号：US3823520A

公开(公告)日：1974-07-16

申请号：US24286272

申请日：1972-04-10

申请人： NIPPON STEEL CORP ,  NIHON ARCHITECTS ENG & CONSULT

发明人： OHTA K ,  SAWADA S

IPC分类号： E04B1/24 ,  E04B1/348 ,  E04B1/94 ,  E04H1/04

CPC分类号： E04B1/34807 ,  E04B1/24 ,  E04B1/944 ,  E04B2001/2448 ,  E04B2001/246 ,  E04B2001/2478 ,  E04B2001/2484 ,  E04B2001/2496

摘要： A steel structure for prefabricated buildings which comprises a multiplicity of column-girder members formed by firmly combining steel columns, steel girders, and corridor board supporting girders and arranged in transversely juxtaposed and vertically connected relationship on a foundation, steel crossbeams connecting said column-girder members so as to define a multiplicity of framed space sections, and corridor boards securely installed at the front and rear of the column-girder members. The framed space sections can be used for residential, public, traffic and other applications. Prefabricated building units for living and other purposes can be adequately inserted into the framed space sections and removed therefrom for disassembly, movement, etc.

摘要翻译： 一种用于预制建筑物的钢结构，其包括通过牢固地组合钢柱，钢梁和走廊板支撑梁而形成的多个柱梁构件，并且在基础上横向并置和垂直连接的关系布置，连接所述柱梁的钢横梁 以便限定多个框架空间部分，以及牢固地安装在柱梁构件前后的走廊板。 框架空间部分可用于住宅，公共，交通和其他应用。 用于生活和其他目的的预制建筑单元可以充分插入框架空间部分，并从中移除，以进行拆卸，移动等。

公开(公告)号：US3732654A

公开(公告)日：1973-05-15

申请号：US12517171

申请日：1971-03-17

申请人： HITACHI SHIPBUILDING ENG CO

发明人： TSURUMI N

IPC分类号： E04H12/28 ,  E04B1/24 ,  F23J13/02 ,  E04C3/06 ,  E04C3/32

CPC分类号： E04B1/2403 ,  E04B2001/2406 ,  E04B2001/2415 ,  E04B2001/2448 ,  E04B2001/246 ,  E04B2001/2472 ,  E04B2001/2484

摘要： Structural components are provided which are particularly suitable for assembling cylindrical structures such as chimneys. The components include an elongated beam having a generally Hshaped transverse cross section and a relatively short joint which also has a generally H-shaped transverse cross section. The beam includes longitudinally extending generally parallel flanges which are joined by a web portion, and each end of each flange is provided with longitudinal slots adjacent each side. The web may also be provided with a longitudinally extending slot at each end. The joint also includes spaced apart generally parallel flanges joined by a web portion. The structure is assembled by arranging a row of beams side by side and inserting the joints so that flanges thereof extend generally perpendicularly to the flanges of the beams and are received in the slots thereof. The joints may be secured to the beams, and thereafter another row of beams can be arranged end to end with the first row and joined thereto by the joints.

摘要翻译： 提供了特别适用于组装诸如烟囱的圆柱形结构的结构部件。 这些部件包括具有大致H形的横截面的细长梁以及也具有大致H形的横截面的相对短的接头。 梁包括纵向延伸的大致平行的凸缘，其通过腹板部分连接，并且每个凸缘的每个端部设置有与每侧相邻的纵向狭槽。 腹板也可以在每个端部设置有纵向延伸的槽。 接头还包括由腹板部分连接的间隔开的大致平行的凸缘。 通过并排布置一排梁并插入接头使其凸缘大致垂直于梁的凸缘延伸并且被容纳在其槽中，从而组装结构。 接头可以固定到梁上，然后另外一排梁可以与第一排端对端布置并且通过接头与其连接。

公开(公告)号：US1996641A

公开(公告)日：1935-04-02

申请号：US55592731

申请日：1931-08-08

申请人： DAHLSTROM METALLIC DOOR COMPAN

发明人： COLEMAN ELMER W

IPC分类号： E04B1/24 ,  E04B2/72

CPC分类号： E04B1/24 ,  E04B2/72 ,  E04B2001/2415 ,  E04B2001/246 ,  E04B2001/2463 ,  E04B2001/2472 ,  E04B2001/2484 ,  E04B2001/2496

公开(公告)号：US11802401B2

公开(公告)日：2023-10-31

申请号：US16303050

申请日：2018-04-02

申请人： Bull Moose Tube Company

发明人： Mark Scott Abernathy ,  Jeffrey A. Packer

IPC分类号： B23P13/00 ,  F16B7/04 ,  E04B1/24 ,  E04B1/38 ,  E04C3/32

CPC分类号： E04B1/2403 ,  B23P13/00 ,  E04B1/38 ,  E04B2001/246 ,  E04B2001/2451 ,  E04B2001/2469 ,  E04C3/32 ,  F16B7/0413 ,  Y10T29/49631

摘要： A swaged interface includes a male element that includes a male cavity defined by at least one male sidewall, and a plurality of first openings defined in the at least one male sidewall. The swaged interface also includes a female element that includes a female cavity defined by at least one female sidewall, and a plurality of second openings defined in the at least one female sidewall. The female element has an inner cross section sized to receive the male element such that each of the first openings is aligned with a respective one of the second openings. The inner cross section is formed by swaging.

公开(公告)号：US20190186150A1

公开(公告)日：2019-06-20

申请号：US15844029

申请日：2017-12-15

申请人： Platform Manufacturing Group

发明人： Jeremy MICHELS

IPC分类号： E04F11/025

CPC分类号： E04F11/025 ,  E04B1/2403 ,  E04B2001/2415 ,  E04B2001/246 ,  E04F11/035 ,  E04F2011/0209

摘要： A modular stair system comprises a plurality of modular stair units. Each of the plurality of modular stair units are associated with a single story of a construction. An upper, rectangular landing comprises a pair of long members connected at each end to a pair of short members. A mid-level, rectangular landing comprises a first pair of members and a second pair of members interconnected at their ends. A first and second plurality of corner brackets interconnects an end of the members with an end of the members of the upper and mid-level landings. The first and second plurality of corner brackets have the variable size depending on the number of the plurality of modular stair units to be stacked in the stairwell. A plurality of corner support columns support the upper, rectangular landing at a top portion thereof and the mid-level, rectangular landing at a mid-portion thereof and removably connected to the upper, rectangular landing and the mid-level, rectangular landing. The plurality of corner support columns have a second variable size depending on the number of the plurality of modular stair units to be stacked in the stairwell. A first stair runner removably connects to the mid-level landing and connects a bottom level to the mid-level landing. A second stair runner removably connects to the mid-level, rectangular landing and the upper, rectangular landing to connect the mid-level, rectangular landing to the upper, rectangular landing. Each of the plurality of modular stair units are organized such that a bottom modular stair unit is placed on a foundation and each successive modular stair unit of the plurality of modular stair units are stacked on top of and connected to a lower modular stair unit.

公开(公告)号：US20190048572A1

公开(公告)日：2019-02-14

申请号：US16076691

申请日：2017-01-18

申请人： VEGA BUILDING SYSTEMS LLC

发明人： David L. Cohen

IPC分类号： E04B1/19 ,  E04B1/24

CPC分类号： E04B2/58 ,  E04B1/1909 ,  E04B1/24 ,  E04B1/2403 ,  E04B2001/199 ,  E04B2001/2406 ,  E04B2001/2433 ,  E04B2001/2451 ,  E04B2001/246 ,  E04B2001/2463 ,  E04B2001/2478 ,  E04B2001/2484 ,  E04B2001/3583

摘要： The present Stacked Wall Truss Construction and its use in multi-story buildings makes use of prefabricated modular wall elements (100) that are interconnected in three dimensions to enable the rapid completion of building construction with improved quality of construction over that found in traditional multi-story building construction. The walls are created with stacking modular elements to form a vertically continuous structure, and Floor Modules (161,162) are supported by a Floor Shelf (141-144) at predetermined elevations to provide a solid surface on top of which a Topping Slab (1031,1032) of concrete is poured which fills the space between the Floor Module and the Wall Trusses to create an integral structure.

公开(公告)号：US20190002246A1

公开(公告)日：2019-01-03

申请号：US15684316

申请日：2017-08-23

申请人： John Rene Spronken

发明人： John Rene Spronken

IPC分类号： B66C1/22 ,  E04B1/19 ,  E04B1/24 ,  E04C3/00 ,  E04C3/04 ,  E04G21/14 ,  F16B7/18

CPC分类号： B66C1/22 ,  B66C1/16 ,  E04B1/19 ,  E04B1/1909 ,  E04B1/1912 ,  E04B1/24 ,  E04B1/2403 ,  E04B2001/1915 ,  E04B2001/1957 ,  E04B2001/1963 ,  E04B2001/1966 ,  E04B2001/1984 ,  E04B2001/2406 ,  E04B2001/2418 ,  E04B2001/2433 ,  E04B2001/2448 ,  E04B2001/2457 ,  E04B2001/246 ,  E04B2001/2487 ,  E04B2001/249 ,  E04B2001/2496 ,  E04B2001/3583 ,  E04B2001/3588 ,  E04B2103/06 ,  E04C3/005 ,  E04C3/04 ,  E04C3/08 ,  E04C3/40 ,  E04C2003/0465 ,  E04C2003/0495 ,  E04G21/142 ,  F16B7/185

摘要： Provided herein is an assembly for carrying or supporting a load. The assembly comprises a plurality of members connectable in an assembled arrangement for carrying or supporting the load. Each member comprises a first end and a second end, at least one of the first end and the second end has a pair of connecting members comprising two lugs that each has defined therein two holes. The lugs are configured for alignment with a corresponding pair of lugs formed on another member in the assembly. Fasteners extend through the holes formed in the lugs when the holes are aligned. Further provided are members for use in the assembly and connector elements for attaching two or more members in the assembly.

公开(公告)号：US20180245329A1

公开(公告)日：2018-08-30

申请号：US15903384

申请日：2018-02-23

申请人： New World China Land Limited

发明人： De Ming Derry YU ,  Wenjie Michael LU ,  Kam Ching Ivan KONG

IPC分类号： E04B1/19 ,  E04B1/58

CPC分类号： E04B1/1903 ,  E04B1/215 ,  E04B1/2403 ,  E04B1/2604 ,  E04B1/5812 ,  E04B2001/2409 ,  E04B2001/2415 ,  E04B2001/2427 ,  E04B2001/2448 ,  E04B2001/2457 ,  E04B2001/246

摘要： The present application provides a prefabricated structural system and an assembly method thereof. The prefabricated structural system may be applied to steel structures, reinforced concrete structures and timber structures. When applied to the steel structures, the prefabricated structural system includes a plurality of steel structure joints and related members. The steel structure joints and related members further comprise: a beam-column connecting sleeve, comprising a first box-shaped steel tube and first C-shaped sleeves extending from and perpendicular to outer surfaces of the first box-shaped steel tube, wherein the first C-shaped sleeve is provided with first wedge shaped recesses at ends of upper and lower flanges thereof; columns, having a column connecting end inserted into the first box-shaped steel tube; main beams, having a main beam connecting end inserted into the first C-shaped sleeve; and main beam fixing steel plates, provided with first wedge shaped protrusions that are tenon-mortise-jointed with first wedge shaped recesses at both sides of the first C-shaped sleeve. In addition to the steel structural construction, the beam-column connecting sleeve of the prefabricated structural system may be further extended to reinforced concrete structures and timber structures.

公开(公告)号：US20180187407A1

公开(公告)日：2018-07-05

申请号：US15527010

申请日：2016-04-18

申请人： Ben Mou ,  Chunwei Zhang

发明人： Ben Mou ,  Chunwei Zhang ,  Xuchuan Lin ,  Xiangyuan Zheng ,  Yongtao Bai ,  Weixing Zhang ,  Dehu Yu ,  Shutong Yang

IPC分类号： E04B1/24 ,  E04B1/30

CPC分类号： E04B1/2403 ,  E04B1/30 ,  E04B1/40 ,  E04B2001/2406 ,  E04B2001/2415 ,  E04B2001/2418 ,  E04B2001/2451 ,  E04B2001/246 ,  E04B2103/02 ,  E04B2103/06

摘要： A prefabricated reinforced concrete-filled steel pipe sleeve joint includes high-strength outsourcing steel pipes, reinforcement restraining plates, high-tensile reinforcements, transformation separation sleeves and an ordinary outsourcing steel pipe, wherein: two transformation separation sleeves are respectively located at an upper end and a lower end of the ordinary outsourcing steel pipe; one of the transformation separation sleeves, which is located at the upper end of the ordinary outsourcing steel pipe, is connected with one of the high-strength outsourcing steel pipes; the other transformation separation sleeve, which is located at the lower end of the ordinary outsourcing steel pipe, is connected with the other high-strength outsourcing steel pipe; the high-tensile reinforcements penetrate through the ordinary outsourcing steel pipe; upper ends and lower ends of the high-tensile reinforcements are respectively extended to interiors of the high-strength outsourcing steel pipes; the high-tensile reinforcements are connected with the transformation separation sleeves.