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51. 发明申请

US20040093824A1 Concrete forming apparatus for foundation pier blocks and a method for constructing pier blocks 失效
标题翻译：基础墩台混凝土成型装置及墩台砌筑方法
公开(公告)号：US20040093824A1
公开(公告)日：2004-05-20
申请号：US10665743
申请日：2003-09-19
发明人： Donald G. Huber , Terry Hartman
IPC分类号： E04H012/00 , E04C003/34 , E04B001/00 , E04G021/00 , E04G023/00
CPC分类号： E04C5/205 , E02D27/02 , E02D27/42 , E04B2005/322 , E04C5/168 , E04C5/206 , E04G13/00
摘要： The current invention discloses moisture resistant foundation pier block forms constructed from corrugated plastic. Means for holding sections of reinforcing bar can be included and at least one preferred embodiment of the invention includes means for securing the form in its desired location at a construction site. The forms of the current invention are light weight and can be easily assembled at a construction site or at a remote location. Sections of reinforcing bar can be inserted in at least one preferred embodiment of the invention during assembly and the forms can then be folded into a flat configuration for storage until needed. The forms disclosed in the current invention can be reused, but they do not attract insects and therefore do not have to be removed from the pier blocks after the concrete has dried.
摘要翻译：本发明公开了由波纹塑料构成的防潮基础墩台形式。可以包括用于保持钢筋部分的装置，并且本发明的至少一个优选实施例包括用于将结构固定在施工现场的所需位置的装置。本发明的形式重量轻并且可以容易地组装在施工现场或远程位置。在组装期间，钢筋的截面可以插入到本发明的至少一个优选实施例中，然后可以将这些形式折叠成平坦的构造以便存储直至需要。本发明中公开的形式可以重复使用，但是它们不吸引昆虫，因此在混凝土干燥之后不必从码头块移除。

52. 发明授权

US06691470B2 Concrete building module roof form with I-beam and support apparatus 失效
标题翻译：具有I型梁和支撑装置的混凝土建筑模块屋顶形式
公开(公告)号：US06691470B2
公开(公告)日：2004-02-17
申请号：US10277505
申请日：2002-10-22
申请人： Wallace D. Sanger
发明人： Wallace D. Sanger
IPC分类号： E04G1148
CPC分类号： E04B5/02 , E04B5/36 , E04B7/00 , E04B2005/322 , E04G11/38 , E04G11/48
摘要： A composite roof form includes first, second and third upright building walls laterally connected to define an interior building space, wall upper end segments of the at least a first upright building wall, a second upright building wall and a third upright building wall; the interior building space containing a building floor; an abutment beam and a laterally adjacent roof support beam defining a recessed horizontal lip portion facing the second wall, the beam upper segment defining a fourth roof form side wall; and a roof form support structure comprising at least one support leg extending from the building floor upwardly along the opposing wall to substantially the bottom of opposing second wall upper end segment and including a support panel having a panel connected end joined to the support leg and a panel engaging end with a panel upper surface and with a lip portion engaging structure resting on and supported by the lip portion, so that the panel upper surface extends along the bottom of the wall upper end segments so that the panel upper surface defines at least a portion of a roof form bottom wall.
摘要翻译：复合屋顶形式包括横向连接以限定内部建筑空间的第一，第二和第三直立建筑物墙壁，至少第一直立建筑物墙壁的壁上端段，第二直立建筑物墙壁和第三直立建筑物墙壁; 内部建筑空间包含建筑物楼层; 邻接梁和横向相邻的屋顶支撑梁限定面向第二壁的凹入的水平唇部，梁上段限定第四屋顶形式的侧壁; 以及屋顶形式支撑结构，其包括至少一个支撑腿，所述至少一个支撑腿从所述建筑物楼部沿着相对的壁向上延伸到相对的第二壁上端段的基本上的底部，并且包括支撑板，所述支撑板具有连接到所述支撑腿的面板连接端，面板接合端具有面板上表面，并且具有搁置在唇部上并由唇部支撑的唇部接合结构，使得面板上表面沿着壁上端段的底部延伸，使得面板上表面至少限定一个部分屋顶形成底壁。

53. 发明授权

US06598357B2 Concrete building module roof form and support apparatus 有权
标题翻译：混凝土建筑模块屋顶形式和支撑设备
公开(公告)号：US06598357B2
公开(公告)日：2003-07-29
申请号：US09775889
申请日：2001-02-02
申请人： Wallace D. Sanger
发明人： Wallace D. Sanger
IPC分类号： E04G1148
CPC分类号： E04G11/48 , E04B5/02 , E04B5/36 , E04B7/00 , E04B2005/322 , E04G11/38
摘要： A composite roof form includes first, second and third upright building walls laterally connected to define an interior building space, wall upper end segments of the at least a first upright building wall, a second upright building wall and a third upright building wall; the interior building space containing a building floor; a beam having an inward beam a beam upper segment and having a recessed horizontal lip portion along the bottom of the beam upper segment facing and substantially parallel with an opposing the wall, the beam upper segment defining a fourth roof form side wall; and a roof form support structure comprising at least one support leg extending from the building floor upwardly along the opposing wall to substantially the bottom of opposing second wall upper end segment and including a support panel having a panel connected end joined to the support leg and a panel engaging end with a panel upper surface and with a lip portion engaging structure resting on and supported by the lip portion, so that the panel upper surface extends along the bottom of the wall upper end segments so that the panel upper surface defines at least a portion of a roof form bottom wall.
摘要翻译：复合屋顶形式包括横向连接以限定内部建筑空间的第一，第二和第三直立建筑物墙壁，至少第一直立建筑物墙壁的壁上端段，第二直立建筑物墙壁和第三直立建筑物墙壁; 内部建筑空间包含建筑物楼层; 梁具有向内的梁，梁上段，并且沿着梁上段的底部具有凹入的水平唇部，面向并基本上平行于相对的壁，梁上段限定第四屋顶形式的侧壁; 以及屋顶形式支撑结构，其包括至少一个支撑腿，所述至少一个支撑腿从所述建筑物楼部沿着相对的壁向上延伸到相对的第二壁上端段的基本上的底部，并且包括支撑板，所述支撑板具有连接到所述支撑腿的面板连接端，面板接合端具有面板上表面，并且具有搁置在唇部上并由唇部支撑的唇部接合结构，使得面板上表面沿着壁上端段的底部延伸，使得面板上表面至少限定一个部分屋顶形成底壁。

54. 发明申请

US20030033758A1 Concrete building module roof form with I-beam and support apparatus 失效
标题翻译：具有I型梁和支撑装置的混凝土建筑模块屋顶形式
公开(公告)号：US20030033758A1
公开(公告)日：2003-02-20
申请号：US10277505
申请日：2002-10-22
发明人： Wallace D. Sanger
IPC分类号： E04B007/02 , E04B001/00 , E04B001/16
CPC分类号： E04B5/02 , E04B5/36 , E04B7/00 , E04B2005/322 , E04G11/38 , E04G11/48
摘要： A composite roof form includes first, second and third upright building walls laterally connected to define an interior building space, wall upper end segments of the at least a first upright building wall, a second upright building wall and a third upright building wall; the interior building space containing a building floor; an abutment beam and a laterally adjacent roof support beam defining a recessed horizontal lip portion facing the second wall, the beam upper segment defining a fourth roof form side wall; and a roof form support structure comprising at least one support leg extending from the building floor upwardly along the opposing wall to substantially the bottom of opposing second wall upper end segment and including a support panel having a panel connected end joined to the support leg and a panel engaging end with a panel upper surface and with a lip portion engaging structure resting on and supported by the lip portion, so that the panel upper surface extends along the bottom of the wall upper end segments so that the panel upper surface defines at least a portion of a roof form bottom wall.
摘要翻译：复合屋顶形式包括横向连接以限定内部建筑空间的第一，第二和第三直立建筑物墙壁，至少第一直立建筑物墙壁的壁上端段，第二直立建筑物墙壁和第三直立建筑物墙壁; 内部建筑空间包含建筑物楼层; 邻接梁和横向相邻的屋顶支撑梁限定面向第二壁的凹入的水平唇部，梁上段限定第四屋顶形式的侧壁; 以及屋顶形式支撑结构，其包括至少一个支撑腿，所述至少一个支撑腿从所述建筑物楼部沿着相对的壁向上延伸到相对的第二壁上端段的基本上的底部，并且包括支撑板，所述支撑板具有连接到所述支撑腿的面板连接端，面板接合端具有面板上表面，并且具有搁置在唇部上并由唇部支撑的唇部接合结构，使得面板上表面沿着壁上端段的底部延伸，使得面板上表面至少限定一个部分屋顶形成底壁。

55. 发明申请

US20020176751A1 Top block for retaining wall 失效
标题翻译：挡土墙块
公开(公告)号：US20020176751A1
公开(公告)日：2002-11-28
申请号：US10126797
申请日：2002-04-19
发明人： Ned H. Nelson , William H. Duesenberg
IPC分类号： E21D020/00 , E02D029/00 , E04C002/04 , E04B005/04
CPC分类号： E04C3/34 , E02D29/02 , E04B2005/322
摘要： A top block for modular precast retaining wall system wherein beveled surfaces of a horizontal component of the top block form a cast-in-place key integrated with cast-in-place column formed in the construction of the retaining wall using modular block units. The top block provides an aesthetically pleasing front surface the upper edge of which may be rectilinear or contoured to fit various applications and appearance requirements.
摘要翻译：用于模块化预制挡土墙系统的顶部块，其中顶部块的水平部件的斜面形成与使用模块化块单元的挡土墙结构中形成的就地立柱一体化的现浇钥匙。顶部块提供美观的前表面，其上边缘可以是直线的或轮廓的，以适应各种应用和外观要求。

56. 发明申请

US20020026764A1 Composite column or beam framing members for building construction 失效
标题翻译：用于建筑施工的复合柱或梁框架构件
公开(公告)号：US20020026764A1
公开(公告)日：2002-03-07
申请号：US09930042
申请日：2001-08-15
发明人： Melvin H. Sachs , Gerald W. Burek
IPC分类号： E04C003/34
CPC分类号： E04C3/20 , E04B2005/322 , E04C3/34
摘要： Composite framing members for use in building construction include reinforced concrete columns and beams surrounded by a pair of steel shells. A layer of protective material is applied to the interior surface of at least one shell prior to assembly of the shell to provide the final integrated framing member with superior insulating or fire resistance and survivability characteristics. Additionally, the steel shells impart greater structural strength and integrity than the reinforced concrete columns and beams could alone. Furthermore, the concrete cores, aided by the protective coating, function as a heat sink, absorbing heat and allowing the entire framing member a longer structural life that it would have if the steel or concrete were used alone.
摘要翻译：用于建筑施工的复合框架构件包括钢筋混凝土柱和由一对钢壳包围的梁。在组装壳体之前，将一层保护材料施加到至少一个壳体的内表面，以提供具有优异的绝缘或耐火性能和耐久性特性的最终整体框架构件。此外，钢壳具有比钢筋混凝土柱和梁单独更大的结构强度和完整性。此外，通过保护涂层辅助的混凝土芯体起到散热器的作用，吸收热量，并允许整个框架构件具有更长的结构寿命，如果单独使用钢或混凝土将具有这种结构寿命。

57. 发明申请

US20010037618A1 METHOD AND APPARATUS FOR JOINING A FLOOR SYSTEM TO A SUPPORT STRUCTURE 无效
标题翻译：将地板系统接合到支撑结构的方法和装置
公开(公告)号：US20010037618A1
公开(公告)日：2001-11-08
申请号：US08936418
申请日：1997-09-25
申请人： John Russell Uren, P. Eng.
发明人： JOHN ROLF
IPC分类号： E04B001/00 , E04B005/00 , E04B007/00
CPC分类号： E04B5/43 , E04B5/40 , E04B2005/322
摘要： Method and apparatus for connecting a floor system (30) to a support structure (33) in a building or other structure. A formed section (41) is positioned on the top of the structural stud members (34) of the support structure (33) and has two vertical sides (42, 43) which open upwardly. Tie members (45) maintain the formed section (41) in its configuration while concrete is being poured into the section (41). The floor system (30) is supported upon the formed section (41) with concrete (35) added thereto.
摘要翻译：一种用于将地板系统（30）连接到建筑物或其他结构中的支撑结构（33）的方法和装置。形成部分（41）位于支撑结构（33）的结构螺柱构件（34）的顶部上，并具有向上开口的两个垂直侧面（42,43）。领带构件（45）将形成的区段（41）保持在其构造中，同时混凝土被浇注到区段（41）中。地板系统（30）被支撑在形成部分（41）上，混凝土（35）被添加到其中。

58. 发明授权

US4598517A Floor laying arrangement 失效
标题翻译：落地布置
公开(公告)号：US4598517A
公开(公告)日：1986-07-08
申请号：US588867
申请日：1984-01-30
申请人： Yngve Alvarsson
发明人： Yngve Alvarsson
IPC分类号： B28B7/00 , B28B7/24 , E04B5/32 , E04B5/43 , E04G15/06 , E04G21/10
CPC分类号： B28B7/246 , B28B7/0035 , B28B7/0064 , E04B5/43 , E04G15/061 , E04G21/10 , E04B2005/322 , E04B2005/324
摘要： An arrangement for use when casting concrete floors, particularly in locales having pillars, floor drains or the like. The arrangement includes straight concrete beams and sections of ring-like concrete beams which are intended to be incorporated in the resultant floor. The ring sections are arranged to coact in order to completely encircle a free-standing pillar or the like, or to partially encircle a pillar located adjacent a wall. The sections are provided with a lower support flange intended to support the ends of the straight beams. The height of the straight beams is so selected in relation to the height of the ring-like beams that when the straight beams rest on the aforementioned support flange, the upper surfaces of both kinds of beams are located in a common plane, on a level with the resultant floor surface, in order to be able to serve as support paths for concrete smoothing devices. The application also relates to a method for manufacturing beams intended for use with the arrangement.
摘要翻译： PCT No.PCT / SE83 / 00244。 371日期1984年1月30日 102（e）日期1984年1月30日PCT提交1983年6月14日PCT公布。第WO84 / 00044号公报日期1984年1月5日。一种用于浇注混凝土地板的布置，特别是在具有支柱，地板排水管等的地方。该装置包括直的混凝土梁和环形混凝土梁的部分，这些混凝土梁旨在结合到所得的地板中。环形部分被布置成共同作用以完全环绕独立的支柱等，或部分地围绕邻近墙壁的柱。这些部分设置有用于支撑直梁端部的下支撑凸缘。直梁的高度相对于环状梁的高度是如此选择的，即当直梁搁置在上述支撑凸缘上时，两种梁的上表面位于公共平面上，位于水平面上与所得到的地板表面，以便能够用作用于混凝土平滑装置的支撑路径。本申请还涉及一种用于制造旨在与该装置一起使用的光束的方法。

59. 发明申请

US20180355600A1 BUILDING STRUCTURE AND CONSTRUCTION METHOD FOR SAME 审中-公开
公开(公告)号：US20180355600A1
公开(公告)日：2018-12-13
申请号：US15564066
申请日：2015-03-03
申请人： Dongguan Shixi Intelligent Machine Manufacturing Co., Ltd.
发明人： Dongzuo YANG
IPC分类号： E04B1/24 , E04B5/14 , E04B5/10 , E04B5/40 , E04C3/32
CPC分类号： E04B1/24 , E04B5/10 , E04B5/14 , E04B5/40 , E04B2001/2415 , E04B2001/2472 , E04B2001/2484 , E04B2005/322 , E04C3/32
摘要： The invention relates to a building structure comprising pillar units, beam units including main beam units and floor slab units, the floor slab unit comprises a floor slab template layer and a floor slab framework unit; the beam unit comprises a beam template layer of concrete and the beam framework unit; the pillar unit comprises a pillar framework unit, the pillar framework unit comprises a pillar keel unit and support legs; the pillar framework unit comprises a pillar keel unit and support legs; the longitudinal section steel major keels supported on the main beam major keels and the steel bars protruding out of the floor slab template layer in the side direction are placed above the main beam units; the cells are formed between the adjacent beam units; more than one floor slab units are installed in each cell. The advantages of the invention are no support frames, no removing the template.

60. 发明申请

US20170096815A1 JOINT EDGE ASSEMBLY AND METHOD FOR FORMING JOINT IN OFFSET POSITION 审中-公开
公开(公告)号：US20170096815A1
公开(公告)日：2017-04-06
申请号：US15270784
申请日：2016-09-20
申请人： Illinois Tool Works, Inc.
发明人： Nigel K. Parkes , Robert Urquhart Connell
IPC分类号： E04B5/32
CPC分类号： E04B5/32 , E01C11/14 , E04B1/483 , E04B2005/322 , E04B2005/324 , E04B2103/02 , E04F15/14 , E04F15/142
摘要： Various embodiments of the present disclosure provide a joint edge assembly and method of positioning and installing joint edge assembly for adjacent concrete slabs. The method includes positioning the joint edge assembly in an offset position from the joint. The method of various embodiments also includes using a plurality of height adjusters or plates fixed to the slab engagement surface of the one of the joint edge members to adjust or assist in adjusting the height of the joint edge assembly relative to the formwork and relative to the plane of the top surfaces of the concrete slabs.

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