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1. 发明申请

US20170247892A1 LIFTING ANCHOR FOR PRECAST CONCRETE STRUCTURES 审中-公开
公开(公告)号：US20170247892A1
公开(公告)日：2017-08-31
申请号：US15444387
申请日：2017-02-28
申请人： Midwest Concrete Masonry and Supply, Inc.
发明人： Marinus Hansort
IPC分类号： E04G21/14 , E04B1/20
CPC分类号： E04G21/142 , E04B1/20 , E04G15/04
摘要： A lifting anchor for a precast concrete structure is made from a single strand of metal bar stock. The anchor includes undulations or waves that ensure proper engagement of the anchor in a desired compressed concrete zone and also minimizes interference with the pre-stressed strands in the concrete structure. The anchor can be positioned in different orientations in the structures, depending on functional requirements of particular structures, and can be made from a single strand of bar stock of desired cross-sectional thickness and shape (e.g., round or square). Also, the undulations or waves in the legs of the anchor can extend in one or both directions from a plane defined by the anchor's legs.

2. 发明申请

US20170218649A1 CMU Cooling Tower and Method of Construction 审中-公开
公开(公告)号：US20170218649A1
公开(公告)日：2017-08-03
申请号：US15485972
申请日：2017-04-12
申请人： Syntech Towers, LLC
发明人： Ronald J. Marks , Mark B. Spring , Davin O. Spring
IPC分类号： E04H5/12 , F28F25/04 , F28F25/06 , E04C3/20 , E04B1/04 , E04B1/20 , E04C1/39 , E04C5/06 , F28C1/02 , E02D27/01
CPC分类号： E04H5/12 , E02D27/01 , E02D2200/16 , E02D2200/1628 , E02D2300/002 , E04B1/04 , E04B1/20 , E04B9/02 , E04B2103/02 , E04C1/39 , E04C3/22 , E04C2003/023 , F28C1/00 , F28C1/02 , F28C1/16 , F28C2001/006 , F28F25/04 , F28F25/06
摘要： A cooling tower structure having a concrete perimeter foundation wall with a perimeter rebar grouping. The structure includes at least four columns formed of CMU blocks with at least two columns being freestanding and positioned approximate corners of the foundation wall. Each column further includes a column rebar grouping being tied into the perimeter rebar grouping. At least three bond-beams formed of CMU blocks are connected between the columns at least four feet above the foundation. The bond-beams include beam rebar groupings tying into at least one of the column rebar groupings. The structure includes housing walls formed of CMU blocks extending upward from the bond beams. At least one fan is on at least one pedestal column positioned within the foundation wall, with a pedestal rebar grouping extending though the pedestal column from a concrete pedestal footing. A series of water collection troughs are positioned within the cooling tower above the fan and fill media is positioned in the cooling tower above the collection troughs.

3. 发明申请

US20160305121A1 INSULATED CONCRETE COMPOSITE WALL SYSTEM 审中-公开
标题翻译：绝缘混凝土复合墙系统
公开(公告)号：US20160305121A1
公开(公告)日：2016-10-20
申请号：US14875636
申请日：2015-10-05
申请人： Michael Niemann
发明人： Michael Niemann
IPC分类号： E04C2/288 , E04B2/10 , E04B2/68 , E04C2/34 , E04B2/00
CPC分类号： E04B2/68 , E04B1/165 , E04B1/20 , E04B1/61 , E04B1/7604 , E04B1/7658 , E04B1/80 , E04B2/10 , E04B2/48 , E04B2/54 , E04B2/562 , E04B2/8629 , E04B2001/742 , E04B2103/02 , E04B2103/04 , E04C2/205 , E04C2/22 , E04C2/28 , E04C2/288 , E04C2/30 , E04C2/34 , E04C2/38 , E04C2/46 , E06B1/24 , E06B1/36 , G06F17/5004
摘要： A new prefabricated wall panel is the basic unit of a new, more efficient and stronger wall system. The wall panel is manufactured from a plurality of foam sections sized to leave vertical and horizontal voids into which concrete is later poured, each foam section having an inner and outer surface and two sides; and a plurality of fastening strips. The fastening strips are longitudinal metal strips being situated between the sides of two foam sections. Each fastening strip has two longitudinal fastening strips projecting perpendicularly to the longitudinal fastening strip and the fastening strips being adjacent to the outer surface of the two foam sections. The fastening strip also has a plurality of clearance holes in the longitudinal fastening strip, a plurality of embed tabs projecting from the edge opposite the fastening strips, each embed tab having at least one hole, and between each pair of embed tabs, a foam tab to hold the two inner sides of the foam sections in place and partially separate the foam sections from the concrete to be poured into a form.
摘要翻译：一个新的预制墙板是新的，更有效和更强的墙体系统的基本单位。壁板由多个泡沫部分制成，尺寸为留下垂直和水平的空隙，混凝土随后被倒入其中，每个泡沫部分具有内表面和外表面以及两侧; 和多个紧固条。紧固带是位于两个泡沫部分的侧面之间的纵向金属条。每个紧固带具有垂直于纵向紧固条突出的两个纵向紧固条，并且紧固带邻近两个泡沫部分的外表面。所述紧固条还在所述纵向紧固条中具有多个间隙孔，从与所述紧固条相对的边缘突出的多个嵌入片，每个嵌入片具有至少一个孔，并且在每对嵌入片之间，将泡沫部分的两个内侧保持在适当位置，并将泡沫部分与混凝土部分地分开以便被浇注成形式。

4. 发明申请

US20150247317A1 Tension Reinforcement for Concrete 有权
标题翻译：混凝土张力加固
公开(公告)号：US20150247317A1
公开(公告)日：2015-09-03
申请号：US14574144
申请日：2014-12-17
申请人： Michael Niemann
发明人： Michael Niemann
IPC分类号： E04B1/61
CPC分类号： E04B2/68 , E04B1/165 , E04B1/20 , E04B1/61 , E04B1/7604 , E04B1/7658 , E04B1/80 , E04B2/10 , E04B2/48 , E04B2/54 , E04B2/562 , E04B2/8629 , E04B2001/742 , E04B2103/02 , E04B2103/04 , E04C2/205 , E04C2/22 , E04C2/28 , E04C2/288 , E04C2/30 , E04C2/34 , E04C2/38 , E04C2/46 , E06B1/24 , E06B1/36 , G06F17/5004
摘要： A new prefabricated wall panel is the basic unit of a new, more efficient and stronger wall system. The wall panel is manufactured from a plurality of foam sections sized to leave vertical and horizontal voids into which concrete is later poured, each foam section having an inner and outer surface and two sides; and a plurality of fastening strips. The fastening strips are longitudinal metal strips being situated between the sides of two foam sections. Each fastening strip has two longitudinal fastening strips projecting perpendicularly to the longitudinal fastening strip and the fastening strips being adjacent to the outer surface of the two foam sections. The fastening strip also has a plurality of clearance holes in the longitudinal fastening strip, a plurality of embed tabs projecting from the edge opposite the fastening strips, each embed tab having at least one hole, and between each pair of embed tabs, a foam tab to hold the two inner sides of the foam sections in place and partially separate the foam sections from the concrete to be poured into a form.
摘要翻译：一个新的预制墙板是新的，更有效和更强的墙体系统的基本单位。壁板由多个泡沫部分制成，尺寸为留下垂直和水平的空隙，混凝土随后被倒入其中，每个泡沫部分具有内表面和外表面以及两侧; 和多个紧固条。紧固条是位于两个泡沫部分的侧面之间的纵向金属条。每个紧固带具有垂直于纵向紧固条突出的两个纵向紧固条，并且紧固带邻近两个泡沫部分的外表面。所述紧固条还在所述纵向紧固条中具有多个间隙孔，从与所述紧固条相对的边缘突出的多个嵌入片，每个嵌入片具有至少一个孔，并且在每对嵌入片之间，将泡沫部分的两个内侧保持在适当位置，并将泡沫部分与混凝土部分地分开以便被浇注成形式。

5. 发明申请

US20150135632A1 HIGH RISE BUILDING ELEVATION CONCEPT 审中-公开
标题翻译：高层建筑高程概念
公开(公告)号：US20150135632A1
公开(公告)日：2015-05-21
申请号：US14400543
申请日：2013-05-14
申请人： Inderjit Singh Dhillon
发明人： Inderjit Singh Dhillon
IPC分类号： E04B1/35 , E04B1/20
CPC分类号： E04B1/3516 , E04B1/20 , E04B1/3404 , E04B1/3505 , E04B1/3511 , E04B2001/3588 , E04H12/341 , E04H12/342
摘要： The invention is a method to build and erect super high rise buildings with a completely new concept of civil engineering, which is based on concept and method of building of vertical columnar structures by multi stacking of columns using hydraulic suspension and elevator arm system, and then strengthening them with concrete. This is followed with building of gateway support structure around vertical columnar structure and central core to stabilize the high rise building. Next stage is the building of horizontal steel framework platforms at ground level and elevating them by central core elevator and cable hoist system. The passage of horizontal platforms through gateway structure is conducted by alternating opening and closing of gates. The process enables to populate the vertical columnar structures with horizontal platforms, which are then inter locked with vertical columnar structures and central concrete core wall Finally the steel framework platforms are strengthened with concrete.
摘要翻译：本发明是一种以全新的土木工程理念建造和搭建超高层建筑的方法，其基于使用液压悬架和电梯臂系统通过多列堆叠构建垂直柱状结构的概念和方法，然后加强混凝土。其次是建立围绕垂直柱状结构和中心核心的网关支撑结构，以稳定高层建筑。下一阶段是在地面建设水平钢框架平台，并通过中心电梯和电缆葫芦系统提升。通过网关结构的水平平台通过门的交替打开和关闭。该过程使得可以用水平平台填充垂直柱状结构，然后与垂直柱状结构和中心混凝土芯壁相互锁定。最后钢框架平台用混凝土加固。

6. 发明授权

US08966862B2 Large scale concrete girder using UHPC member as form and structural element and its manufacturing method 有权
标题翻译：使用UHPC构件作为形状和结构元件的大型混凝土梁及其制造方法
公开(公告)号：US08966862B2
公开(公告)日：2015-03-03
申请号：US14032011
申请日：2013-09-19
申请人： Korea Institute of Construction Technology
发明人： Young Jin Kim , Jong Sup Park , Jeong Rae Cho , Young Hwan Park , Byung Suk Kim
IPC分类号： E04B1/20 , B29D99/00 , B28B1/00
CPC分类号： E04B1/20 , B28B1/002 , B29D99/0003 , E04C3/20
摘要： A concrete girder includes a pair of ultra high performance concrete (UHPC) side form members, each having a lower flange and a web perpendicular thereto, extending in the longitudinal direction and being prepared with UHPC by using a precast, the pair of UHPC side form members being disposed in parallel so that lateral side surfaces of the lower flanges are successively positioned; and concrete placed in a space between the pair of UHPC side form members so that the placed concrete is integrated with the pair of UHPC side form members to form both traverse side surfaces thereof and the lower flange forms a lower flange thereof.
摘要翻译：混凝土梁包括一对超高性能混凝土（UHPC）侧面构件，每个具有下凸缘和垂直于其的腹板，沿纵向方向延伸并且通过使用预制件由UHPC制备，该对UHPC侧面构件平行布置，使得下凸缘的横向侧表面被连续定位; 和混凝土放置在一对UHPC侧模构件之间的空间中，使得放置的混凝土与一对UHPC侧模构件一体形成两个横向侧表面，下凸缘形成其下凸缘。

7. 发明申请

US20140096476A1 Large Scale Concrete Girder Using UHPC Member as Form and Structural Element and Its Manufacturing Method 有权
标题翻译：使用UHPC构件作为结构元件的大型混凝土梁及其制造方法
公开(公告)号：US20140096476A1
公开(公告)日：2014-04-10
申请号：US14032011
申请日：2013-09-19
申请人： Young Jin Kim , Jong Sup Park , Jeong Rae Cho , Young Hwan Park , Byung Suk Kim
发明人： Young Jin Kim , Jong Sup Park , Jeong Rae Cho , Young Hwan Park , Byung Suk Kim
IPC分类号： E04B1/20 , B29D99/00
CPC分类号： E04B1/20 , B28B1/002 , B29D99/0003 , E04C3/20
摘要： A concrete girder includes a pair of ultra high performance concrete (UHPC) side form members, each having a lower flange and a web perpendicular thereto, extending in the longitudinal direction and being prepared with UHPC by using a precast, the pair of UHPC side form members being disposed in parallel so that lateral side surfaces of the lower flanges are successively positioned; and concrete placed in a space between the pair of UHPC side form members so that the placed concrete is integrated with the pair of UHPC side form members to form both traverse side surfaces thereof and the lower flange forms a lower flange thereof.
摘要翻译：混凝土梁包括一对超高性能混凝土（UHPC）侧面构件，每个具有下凸缘和垂直于其的腹板，沿纵向方向延伸并且通过使用预制件由UHPC制备，该对UHPC侧面构件平行布置，使得下凸缘的横向侧表面被连续定位; 和混凝土放置在一对UHPC侧模构件之间的空间中，使得放置的混凝土与一对UHPC侧模构件一体形成两个横向侧表面，下凸缘形成其下凸缘。

8. 发明申请

US20140026508A1 STRONGER WALL SYSTEM 有权
标题翻译：强力墙系统
公开(公告)号：US20140026508A1
公开(公告)日：2014-01-30
申请号：US13706349
申请日：2012-12-05
申请人： Michael Niemann
发明人： Michael Niemann
IPC分类号： E04B1/76
CPC分类号： E04B2/68 , E04B1/165 , E04B1/20 , E04B1/61 , E04B1/7604 , E04B1/7658 , E04B1/80 , E04B2/10 , E04B2/48 , E04B2/54 , E04B2/562 , E04B2/8629 , E04B2001/742 , E04B2103/02 , E04B2103/04 , E04C2/205 , E04C2/22 , E04C2/28 , E04C2/288 , E04C2/30 , E04C2/34 , E04C2/38 , E04C2/46 , E06B1/24 , E06B1/36 , G06F17/5004
摘要： A new prefabricated wall panel is the basic unit of a new, more efficient and stronger wall system. The wall panel is manufactured from a plurality of foam sections sized to leave vertical and horizontal voids into which concrete is later poured, each foam section having an inner and outer surface and two sides; and a plurality of fastening strips. The fastening strips are longitudinal metal strips being situated between the sides of two foam sections. Each fastening strip has two longitudinal fastening strips projecting perpendicularly to the longitudinal fastening strip and the fastening strips being adjacent to the outer surface of the two foam sections. The fastening strip also has a plurality of clearance holes in the longitudinal fastening strip, a plurality of embed tabs projecting from the edge opposite the fastening strips, each embed tab having at least one hole, and between each pair of embed tabs, a foam tab to hold the two inner sides of the foam sections in place and partially separate the foam sections from the concrete to be poured into a form.
摘要翻译：一个新的预制墙板是新的，更有效和更强的墙体系统的基本单位。壁板由多个泡沫部分制成，尺寸为留下垂直和水平的空隙，混凝土随后被倒入其中，每个泡沫部分具有内表面和外表面以及两侧; 和多个紧固条。紧固条是位于两个泡沫部分的侧面之间的纵向金属条。每个紧固带具有垂直于纵向紧固条突出的两个纵向紧固条，并且紧固带邻近两个泡沫部分的外表面。所述紧固条还在所述纵向紧固条中具有多个间隙孔，从与所述紧固条相对的边缘突出的多个嵌入片，每个嵌入片具有至少一个孔，并且在每对嵌入片之间，将泡沫部分的两个内侧保持在适当位置，并将泡沫部分与混凝土部分地分开以便被浇注成形式。

9. 发明申请

US20130326979A1 BASE SUPPORT FOR WIND-DRIVEN POWER GENERATORS 有权
公开(公告)号：US20130326979A1
公开(公告)日：2013-12-12
申请号：US13874741
申请日：2013-05-01
申请人： Tindall Corporation
发明人： Bryant Allan Zavitz , Kevin Lee Kirkley
IPC分类号： E02D27/42 , E04H12/34
CPC分类号： E04H12/20 , B28B1/24 , B28B13/06 , E02D27/425 , E04B1/20 , E04H12/12 , E04H12/342 , F03D13/10 , F03D13/22 , F05B2240/9121 , F05B2240/913 , Y02E10/728 , Y10S416/06
摘要： Disclosed are apparatus and corresponding methodology for providing a base support, such as including concrete, and used such as for a wind-driven generator. Precast concrete cylinders are stacked in place upon a platform that may be partially precast and partially cast in place during assembly and supported, in certain embodiments, by plural concrete legs, the other ends of which are supported on a unitary or subdivided concrete foundation. In other embodiments, the platform may be supported by ribbed concrete panels. The concrete cylinders are glued together using an epoxy and then secured by an internal vertical post tension system extending from the platform to the upper most cylinder. Different types of concrete are used between upper and lower sections of the stacked cylinders. The lower section uses reinforced concrete while the upper section used ultra high performance fiber reinforced concrete.

10. 发明申请

US20130042572A1 BASE SUPPORT FOR WIND-DRIVEN POWER GENERATORS 有权
公开(公告)号：US20130042572A1
公开(公告)日：2013-02-21
申请号：US13658358
申请日：2012-10-23
申请人： Tindall Corporation
发明人： Bryant Allan Zavitz , Kevin Lee Kirkley
IPC分类号： E02D27/42
CPC分类号： E04H12/20 , B28B1/24 , B28B13/06 , E02D27/425 , E04B1/20 , E04H12/12 , E04H12/342 , F03D13/10 , F03D13/22 , F05B2240/9121 , F05B2240/913 , Y02E10/728 , Y10S416/06
摘要： Disclosed are apparatus and corresponding methodology for providing a base support, such as including concrete, and used such as for a wind-driven generator. Precast concrete cylinders are stacked in place upon a platform that may be partially precast and partially cast in place during assembly and supported, in certain embodiments, by plural concrete legs, the other ends of which are supported on a unitary or subdivided concrete foundation. In other embodiments, the platform may be supported by ribbed concrete panels. The concrete cylinders are glued together using an epoxy and then secured by an internal vertical post tension system extending from the platform to the upper most cylinder. Different types of concrete are used between upper and lower sections of the stacked cylinders. The lower section uses reinforced concrete while the upper section used ultra high performance fiber reinforced concrete.

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