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1. 发明申请

US20190093305A1 THREADBAR CONNECTIONS FOR WALL SYSTEMS 审中-公开
公开(公告)号：US20190093305A1
公开(公告)日：2019-03-28
申请号：US16146873
申请日：2018-09-28
申请人： INSIDE BET LLC
发明人： JOHN BABCOCK
IPC分类号： E02D29/02
CPC分类号： E02D29/025 , E02D29/0266 , E02D2300/002 , E02D2600/20
摘要： A wall system includes a face joint member including a web and a flange. The wall system further includes a counterfort beam coupled to the face joint member. The counterfort beam is coupled to the face joint member by a connecting threadbar that extends through the counterfort beam and into the face joint member. The connecting threadbar includes an inner metal threaded bar and an outer protective sleeve. The inner metal threaded bar is configured to rotate relative to the outer protective sleeve.

2. 发明申请

US20180340310A1 RAPIDLY DEPLOYABLE PREFABRICATED FOLDING BUILDING SYSTEM 审中-公开
公开(公告)号：US20180340310A1
公开(公告)日：2018-11-29
申请号：US15820341
申请日：2017-11-21
申请人： FOLDING HOLDINGS LLC
发明人： Elliot Peterson
IPC分类号： E02D27/02 , E04B1/348 , E04B1/19 , E04B1/24 , E04B1/344 , E02D27/50
CPC分类号： E02D27/02 , E02D27/50 , E02D2220/00 , E02D2300/0029 , E02D2600/20 , E02D2600/30 , E04B1/19 , E04B1/24 , E04B1/3445 , E04B1/3483 , E04B2001/34389 , E04B2103/06
摘要： A fully recoverable modular steel footing and beam system that allows installation of the rapidly deployable prefabricated folding building system on a wide variety of substrates, including bare earth, existing asphalt, and existing concrete. The substrate may show deviation from level and still be accommodated. The invention also includes three-part folding haunch and ridge braces allowing braces to ship attached to building panels resulting in minimal handling, reduced weights, and ability to install roof and walls separately. Roof weight is reduced and so can be handled with a forklift or telehandler, as the only heavy equipment needed to erect the building. Flashings are insulated, factory cut, and drilled for bolts, in alignable pattern to bolt-receiving rivets installed in the corrugated siding and roofing. Bolts and bolt installation locations are color coded.

3. 发明授权

US09957687B2 Wall block and wall block system 有权
公开(公告)号：US09957687B2
公开(公告)日：2018-05-01
申请号：US15401646
申请日：2017-01-09
申请人： Robert A. MacDonald
发明人： Robert A. MacDonald
IPC分类号： E02D29/02 , E04C1/39 , E04B2/02 , E02D3/10
CPC分类号： E02D29/02 , E02D3/10 , E02D29/0208 , E02D29/025 , E02D29/0266 , E02D2600/20 , E04B2/02 , E04B2002/0202 , E04B2002/0245 , E04B2002/0247 , E04C1/39
摘要： A wall block, wall block system and method of making a wall block. The wall block including at least one core extending from the top surface to the bottom surface, the at least one core having opposed front and rear surfaces and first and second side surfaces the wall block also including at least one pin hole opening onto the top surface of the block and extending at least a portion of the distance from the top surface to the bottom surface. The at least one pin hole may open onto at least a portion of at least one surface of the at least one core. The block may be provided with channels; the pin hole, channels and core may all be formed in a mold box by a single forming member.

4. 发明申请

US20180044875A1 WALL TRENCH PANEL AND SYSTEM 审中-公开
公开(公告)号：US20180044875A1
公开(公告)日：2018-02-15
申请号：US15676857
申请日：2017-08-14
申请人： Roger COULTHARD
发明人： Roger COULTHARD
IPC分类号： E02D17/08
CPC分类号： E02D17/08 , E02D2220/00 , E02D2300/0035 , E02D2600/20 , E02D2600/40
摘要： A wall trench panel and system utilizes extruded aluminum panels having ribs and a socket edge and a ball edge which allows them to slide together and create a continuous trench wall that may be stabilized using traditional jack and wale techniques. To allow the trench to make a corner, a knuckle is provided which accepts both ball and socket edges of the panels to change the direction of the panels. In deep trench situations, panels of different sizes are provide to stager the installation of the panels which provides a continuous trench wall that is very strong and stable which eliminates the necessity of staging the trench in ever smaller portions.

5. 发明申请

US20180030682A1 A CONNECTION ADAPTER 审中-公开
公开(公告)号：US20180030682A1
公开(公告)日：2018-02-01
申请号：US15549649
申请日：2015-07-29
申请人： Aydin Ozkan
发明人： Aydin Ozkan
IPC分类号： E02D11/00 , F16C11/04
CPC分类号： E02D11/00 , E02D2600/20 , F16C11/04
摘要： The present invention relates a connection adapter providing the connection of jaws (C) of every kind with vibro hammers (V) of every strength, which are used for driving and extracting of steel formed materials, profiles and steel pipes and further the connection adapter has at least one pressure member (4), which enables that the upper connection piece (2) and the lower connection piece (3) are interlocked by applying a force, if the interlocking of the upper connection piece (2) and the lower connection piece (3) is preferred.

6. 发明申请

US20170314225A1 FOUNDATION PIER SYSTEM AND METHOD 审中-公开
公开(公告)号：US20170314225A1
公开(公告)日：2017-11-02
申请号：US15653322
申请日：2017-07-18
申请人： Jeffrey W. Teague , Vincent E. Branaman
发明人： Jeffrey W. Teague , Vincent E. Branaman
IPC分类号： E02D5/38 , E02D5/32 , E02D5/28 , E02D5/44 , E02D5/04
CPC分类号： E02D5/385 , E02D5/04 , E02D5/28 , E02D5/32 , E02D5/44 , E02D5/526 , E02D5/60 , E02D27/48 , E02D2300/002 , E02D2300/0029 , E02D2600/20 , E04H12/2276
摘要： A concentrically loaded foundation pier system which includes several concentrically stacked steel pipes filled with concrete. The entire pier is installed centrally beneath the footing of the structure. Shims are placed between the top-most pier element and a pier cap which prevents shifting when the soil expands and contracts. The final structure is end-loaded and pressed to the bedrock or other load-bearing strata. An alternative embodiment includes a temporary lifting assembly which can be fastened about the structural pier without need for bolts or other fasteners.

7. 发明授权

US09670909B2 Wind turbine foundation and wind turbine 有权
公开(公告)号：US09670909B2
公开(公告)日：2017-06-06
申请号：US14912020
申请日：2014-08-05
申请人： Wobben Properties GmbH
发明人： Norbert Hölscher
IPC分类号： E02D27/42 , F03D11/04
CPC分类号： F03D13/22 , E02D27/425 , E02D2600/20 , E02D2600/40 , Y02E10/721
摘要： A wind energy plant foundation is provided with a plurality of ready-made concrete foundation segments. The foundation segments have a plurality of first and second sheaths which serve to receive tension wires for bracing the foundation segments.

8. 发明申请

US20170044734A1 FOUNDATION FOR A WIND TURBINE 审中-公开
标题翻译：风力发电机基金会
公开(公告)号：US20170044734A1
公开(公告)日：2017-02-16
申请号：US15303091
申请日：2015-04-14
申请人： Vestas Wind Systems A/S
发明人： Børge Øllgaard
IPC分类号： E02D27/42 , F03D13/20 , E02D27/12
CPC分类号： E02D27/425 , E02D27/12 , E02D2250/0023 , E02D2250/0046 , E02D2300/002 , E02D2600/20 , F03D13/22
摘要： The present invention provides a foundation for a wind turbine. To reduce set-up time and to allow complete alignment of the platform which carries the base flange of the tower construction, the invention provides a foundation with a cage structure having an upper stress distribution flange connected by a plurality of tensioned anchor bolts to a lower flange. The flanges are separated by a number of distance elements whereby the shape of the cage structure becomes fixed by the combination between tensioned bolts and distance elements. Since the cage structure has a fixed shape, the upper stress distribution flange can be aligned before the cage structure is embedded in concrete, and it becomes unnecessary to wait for the concrete to harden.
摘要翻译：本发明为风力涡轮机提供了基础。为了减少安装时间并且允许承载塔架结构的底部凸缘的平台的完全对准，本发明提供了一种具有通过多个张紧的锚定螺栓连接到下部的上部应力分配凸缘的笼结构的基础法兰凸缘由多个距离元件分开，由此通过张紧的螺栓和距离元件之间的组合，保持架结构的形状变得固定。由于保持架结构具有固定的形状，因此在将结构体嵌入混凝土之前，能够使上部应力分配凸缘对齐，不需要等待混凝土硬化。

9. 发明申请

US20150135605A1 MODULAR BUILDING SYSTEM 有权
标题翻译：模块化建筑系统
公开(公告)号：US20150135605A1
公开(公告)日：2015-05-21
申请号：US14401509
申请日：2013-04-30
申请人： NEV-X SYSTEMS LIMITED
发明人： Neville Holmes Price
IPC分类号： E04B1/343 , E04B1/61 , E04B5/02 , E04B9/04 , E04B2/00 , E02D27/02 , E04B2/72
CPC分类号： E04B1/34321 , E02D27/02 , E02D2250/0007 , E02D2250/0023 , E02D2600/20 , E04B1/34315 , E04B1/34384 , E04B1/38 , E04B1/61 , E04B2/721 , E04B5/04 , E04B9/0435 , E04B2001/3583 , E04B2001/6195 , E04C2/44 , E04C2/46 , E04C2/50 , E04C2002/001 , E04G9/00 , E04G17/001
摘要： A building having a foundation and abutting wall panels seated on the foundation. Together they define at least one wall section, tied together by orthogonal tensioners. The tensioners include vertical tensioners located parallel and between adjacent wall panels and fixed to the foundation and at a respective anchor positioned at the top of the adjacent wall panel. These vertical tensioners allow a binding of the adjacent wall panel by said vertical tensioner onto the seat of the foundation. The tensioners also a horizontal tensioner extending between said anchors at each end of the wall section to allow a horizontal binding of wall panels of the wall section together.
摘要翻译：一个建筑物有一个基础和邻接的墙板坐在基础上。它们一起定义至少一个壁部分，通过正交张紧器连接在一起。张紧器包括垂直张紧器，它们位于相邻的壁板之间并且固定到基座并且位于相邻壁板顶部的相应锚固件处。这些垂直张紧器允许通过所述竖直张紧器将相邻壁板绑在基座的座上。张紧器还是在壁部分的每个端部处在所述锚固件之间延伸的水平张紧器，以允许壁部分的壁板水平地结合在一起。

10. 发明申请

US20100189512A1 APPARATUS AND METHODS FOR UNDERGROUND STRUCTURES AND CONSTRUCTION THEREOF 有权
标题翻译：地下结构及其结构的装置及方法
公开(公告)号：US20100189512A1
公开(公告)日：2010-07-29
申请号：US12756944
申请日：2010-04-08
申请人： Darin R. Kruse
发明人： Darin R. Kruse
IPC分类号： E21D11/08
CPC分类号： E02D29/055 , E02D17/04 , E02D29/02 , E02D29/045 , E02D2600/20 , E21D11/08
摘要： Described herein are apparatus, systems and methods useful in forming underground vertical structures. Methods are described for constructing an underground vertical structure, comprising the steps of excavating soil to a sufficient depth to create a circular void to accommodate a plurality of segments; assembling a ring shaped structure comprising the plurality of segments; connecting the outside surface of the ring shaped structure with the soil in said circular void, thereby securing the ring shaped structure to the soil; excavating earth beneath the ring shaped structure to accommodate a second ring shaped structure; and repeating steps b-d thereby forming one or more additional ring shaped structures downward into the earth below already formed ring shaped structures until a predetermined depth is reached; thereby forming the underground vertical structure. Systems to perform the above methods are also disclosed.
摘要翻译：这里描述的是用于形成地下垂直结构的设备，系统和方法。描述了用于构造地下垂直结构的方法，包括以下步骤：挖掘足够深度的土壤以产生圆形空隙以容纳多个段; 组装包括所述多个段的环形结构; 将环形结构的外表面与所述圆形空隙中的土壤连接，从而将环形结构固定在土壤上; 在环形结构下方挖掘地球以容纳第二环形结构; 并重复步骤b-d，从而在已经形成的环形结构之下向下形成一个或多个附加环形结构，直到达到预定深度; 从而形成地下垂直结构。还公开了执行上述方法的系统。

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