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1. 发明申请

US20180195249A1 UNIVERSAL POLE FOUNDATION 审中-公开
公开(公告)号：US20180195249A1
公开(公告)日：2018-07-12
申请号：US15722910
申请日：2017-10-02
申请人： Daniel S. Spiro
发明人： Daniel S. Spiro
IPC分类号： E02D27/42 , E04H12/22
CPC分类号： E02D27/42 , E02D2300/00 , E02D2600/00 , E04H12/2269 , E04H12/2284 , E04H12/2292
摘要： A pre-fabricated pole foundation provided employing a cavity to retain pole assembly of different profile, shape, size, and material interchangeably, a tapered structure onto which the pole rests, and recesses in the pole cavity wall enabling foundation hoisting, plumbing and anchoring, whereas the cavity wall is capable to accommodate for electronic devices enclosure and fill material provides structural support to an embedded pole or the embedded pole and foundation.

2. 发明申请

US20170247844A1 DECONSTRUCTABLE SUPPORT COLUMN STRUCTURES 审中-公开
公开(公告)号：US20170247844A1
公开(公告)日：2017-08-31
申请号：US15594145
申请日：2017-05-12
申请人： Board of Regents of the Nevada System of Higher Education on behalf of the University of Nevada, R
发明人： Mehdi Saiidi
IPC分类号： E01D22/00 , E02D27/42 , E01D19/02 , E04C3/34 , E04C3/36
CPC分类号： E01D22/00 , E01D19/02 , E02D27/01 , E02D27/42 , E02D2300/00 , E04C3/34 , E04C3/36 , Y02A30/336
摘要： A method of disassembling a support column structure can include de-coupling a plurality of first reinforcing bars from a removable portion, lifting the column portion off the removable portion, and de-coupling a plurality of second reinforcing bars from the removable portion. The first reinforcing bars can coupled to and extend from a column portion and can be spaced from a base portion. The second reinforcing bars can be coupled to and extend from the base portion and can be spaced from the first reinforcing bars and the column portion.

3. 发明申请

US20170204836A1 Prefabricated Footing For Wind Turbine Towers 审中-公开
公开(公告)号：US20170204836A1
公开(公告)日：2017-07-20
申请号：US15240503
申请日：2015-02-17
申请人： INNEO TORRES, S.L.
发明人： Jose Emilio Jimeno Chueca , Jose Luis Lleyda Dionis , Jose Salustiano Serna Garcia-Conde
IPC分类号： F03D13/20 , E04H12/22 , E02D27/42
CPC分类号： F03D13/22 , E02D27/425 , E02D2250/0023 , E02D2300/00 , E04H12/2246 , Y02B10/30 , Y02E10/728 , Y02P70/523
摘要： It is foreseen that the footing be executed in an excavation, such that a lower concrete slab (2), with its corresponding steel reinforcement, is obtained at the base of the same, and upon which a plurality of prefabricated partitions (3), likewise of concrete, are radially disposed in the shape of a crown at a prefabricated or executed in situ concrete zone (4), such that the spaces defined between these elements are filled with the material (5) obtained by means of the excavation, in order finally to achieve a total or partial upper slab (1) upon this assembly. In this way, and by means of the inclusion of prefabricated elements, the construction works are simplified, which affects favourably both the time frame of execution and the fabrication costs.

4. 发明申请

US20160177533A1 GEOSYNTHETIC CONNECTION SYSTEMS AND METHODS FOR MECHANICALLY STABLIZED EARTH WALLS 审中-公开
标题翻译：用于机械稳定地球墙的地球物理连接系统和方法
公开(公告)号：US20160177533A1
公开(公告)日：2016-06-23
申请号：US14578702
申请日：2014-12-22
申请人： Robert E. May , Guy C. Nelson
发明人： Robert E. May , Guy C. Nelson
IPC分类号： E02D29/02 , E02D5/80
CPC分类号： E02D29/0241 , E02D5/80 , E02D29/0233 , E02D2300/00
摘要： A connection system for stabilizing an earth wall is disclosed. The system may include a geosynthetic loop assembly partially embedded within a concrete panel. The geosynthetic loop assembly may include a plurality of spaced apart geosynthetic loops that may be connected by at least one transverse geosynthetic strip. The geosynthetic loops are partially embedded within the concrete panel and partially extending from a front face of the concrete panel in generally aligned relationship. The system may also include a geosynthetic reinforcement web including a plurality of longitudinal geosynthetic strips and a plurality of transverse geosynthetic strips. The web may be folded to form a fold and the longitudinal strips adjacent the fold may be positioned adjacent the geosynthetic loops extending from the front face of the concrete panel in aligned relationship to form a passageway. The system may include a locking member disposed in the passageway to engage the geosynthetic loop assembly to the geosynthetic reinforcement web.
摘要翻译：公开了一种用于稳定土墙的连接系统。该系统可以包括部分地嵌入在混凝土面板内的土工合成环组件。土工合成环组件可以包括多个间隔开的土工合成环，其可以由至少一个横向土工合成带连接。土工合成环部分地嵌入在混凝土面板内，并且以一般对齐的关系部分地从混凝土面板的前面延伸。该系统还可以包括包含多个纵向土工合成带和多个横向土工合成带的土工合成加强网。网可以被折叠以形成折叠，并且邻近折叠的纵向条可以被定位成邻近从对准关系的混凝土面板的前面延伸的土工合成环，以形成通道。系统可以包括设置在通道中的锁定构件，以将土工合成环组件接合到土工合成加强网。

5. 发明授权

US09347197B2 Foundation with slab, pedestal and ribs for columns and towers 有权
标题翻译：基础用于柱和塔的板，基座和肋骨
公开(公告)号：US09347197B2
公开(公告)日：2016-05-24
申请号：US14748241
申请日：2015-06-24
申请人： Ahmed Phuly
发明人： Ahmed Phuly
IPC分类号： E02D27/42 , E04C5/08 , E02D27/08 , E04H12/16
CPC分类号： B28B1/14 , E02D27/02 , E02D27/08 , E02D27/26 , E02D27/42 , E02D27/425 , E02D2300/00 , E02D2300/002 , E04C5/0645 , E04C5/08 , E04C5/10 , E04G21/02 , E04G21/12 , E04H12/16 , E04H12/341 , F03D13/22 , Y02B10/30 , Y02E10/728
摘要： A fatigue resistant gravity based spread footing under heavy multi-axial cyclical loading of a wind tower. The foundation having a central vertical pedestal, a substantially horizontal continuous bottom support slab, a plurality of radial reinforcing ribs extending radially outward from the pedestal. The pedestal, ribs and slab forming a continuous monolithic structure. The foundation having a three-dimensional network of post-tensioning elements that keep the structural elements under heavy multi-axial post compression with a specific eccentricity intended to reduce stress amplitudes and deflections and allows the foundation to have a desirable combination of high stiffness and superior fatigue resistance. The foundation design reduces the weight and volume of materials used, reduces cost, and improves heat dissipation conditions during construction by having a small ratio of concrete mass to surface area thus eliminating the risk of thermal cracking due to heat of hydration.
摘要翻译：在风力塔的重多轴向循环加载下的耐疲劳重力传播基础。具有中心垂直底座的基座，基本上水平的连续底部支撑板，从基座径向向外延伸的多个径向加强筋。基座，肋骨和板坯形成连续的整体结构。该基础具有后张紧元件的三维网络，其将结构元件保持在重多轴向后压缩之下，具有旨在减小应力幅度和偏转的特定偏心度，并且允许基础具有高刚度和优异性的期望组合耐疲劳性基础设计减少了使用材料的重量和体积，降低了成本，并且通过使混凝土质量与表面积的比例小而改善了施工过程中的散热条件，从而消除了由于水合作用导致的热裂纹的风险。

6. 发明申请

US20160097179A1 RETROFIT REINFORCING STRUCTURE ADDITION AND METHOD FOR WIND TURBINE CONCRETE GRAVITY SPREAD FOUNDATIONS AND THE LIKE 审中-公开
标题翻译：风力涡轮机混凝土膨胀基础改造加固结构及方法
公开(公告)号：US20160097179A1
公开(公告)日：2016-04-07
申请号：US14870955
申请日：2015-09-30
申请人： Allan P. HENDERSON
发明人： Allan P. HENDERSON
IPC分类号： E02D27/42 , E02D5/80 , E04C5/12 , E02D27/08
CPC分类号： E02D27/425 , E02D5/80 , E02D27/08 , E02D27/42 , E02D37/00 , E02D2200/12 , E02D2250/0023 , E02D2300/00 , E02D2600/30 , E04C5/12
摘要： A retrofit reinforcing structure addition and method for an existing gravity spread foundation for a wind turbine or the like having a central pedestal and a spread section is provided. The retrofit structure addition includes a collar formed around the pedestal of the spread foundation. The collar is formed by a shape sustaining member, such as a CMP, placed around the pedestal to define an annular ring between the CMP and the pedestal that is filled with cementitious material. Radial bolts extend horizontally through the collar and into the side of the pedestal. Soil and/or rock anchor bolts extend vertically through the collar, the spread portion of the foundation and into the underlying soil and/or rock substrate. The radial and anchor bolts are post-tensioned to ensure that the cementitious material of the collar remains in compression and the bolts are always in static tension, strengthening the original gravity spread foundation and extending the fatigue life thereof.
摘要翻译：提供了一种用于具有中心基座和扩展部分的风力涡轮机等的现有重力传播基础的改进加强结构添加和方法。改造结构添加包括围绕铺展基础的基座形成的衣领。套环由放置在基座周围的形状维持构件（例如CMP）形成，以在CMP和具有胶结材料的基座之间限定环形环。径向螺栓水平延伸穿过轴环并进入基座的侧面。土壤和/或岩石锚定螺栓垂直延伸通过套环，基础的铺展部分并进入下面的土壤和/或岩石基底。径向和锚固螺栓被后张紧，以确保轴环的胶结材料保持压缩，并且螺栓总是处于静态张力，加强原始重力传播基础并延长其疲劳寿命。

7. 发明授权

US09096986B2 Cementitious foundation cap with post-tensioned helical anchors and method of making the same 有权
标题翻译：具有后张拉螺旋锚的水泥基础盖及其制造方法
公开(公告)号：US09096986B2
公开(公告)日：2015-08-04
申请号：US14267397
申请日：2014-05-01
申请人： Allan P. Henderson
发明人： Allan P. Henderson
IPC分类号： E04B1/00 , E04G21/00 , E04G23/00 , E02D27/42 , E02D5/80 , E02D27/00 , E02D27/32 , E04C5/12
CPC分类号： E02D27/425 , E02D5/80 , E02D5/801 , E02D27/00 , E02D27/32 , E02D27/42 , E02D2250/0023 , E02D2250/0046 , E02D2300/00 , E04C5/12 , E04C5/125 , E04H12/00
摘要： A post-tensioned concrete cap foundation has helical anchors with pipes having several helical discs welded around the pipe perimeter to spin drill deep into subsurface soils or other soft materials with holes in the pipe for high pressure-grouting in place. The helical anchor pipes include a tensioning element for pulling and post-tensioning the helical anchor. The helical anchors are tension anchors which can be converted to compression anchors. The helical anchors in tension serve to pull the foundation cap down to compress the underlying soil while the compression anchors limit the maximum settlement of the concrete foundation cap. The foundation also includes perimeter-forming and interior corrugated metal pipes with upper and lower sleeved horizontally extending radial bolts that are secured to the pipes and post-tensioned to provide lateral foundation compression.
摘要翻译：后张力混凝土盖基座具有螺旋锚，其管具有几个螺旋盘，围绕管周边焊接，以深入钻孔至地下土壤或其他具有孔中的软材料，用于高压灌浆。螺旋锚管包括用于拉动和后张紧螺旋锚的张紧元件。螺旋锚是可以转换成压缩锚的张力锚。拉伸的螺旋锚用于将基础盖向下拉以压缩下面的土壤，而压缩锚固限制了混凝土基础盖的最大沉降。该基础还包括周边成形和内部波纹金属管，其具有上和下套筒水平延伸的径向螺栓，其固定到管道并且被后张紧以提供侧向地基压缩。

8. 发明授权

US09777456B1 Universal pole foundation 有权
公开(公告)号：US09777456B1
公开(公告)日：2017-10-03
申请号：US15404051
申请日：2017-01-11
申请人： Daniel S. Spiro
发明人： Daniel S. Spiro
IPC分类号： E02D27/42 , E04H12/22
CPC分类号： E02D27/42 , E02D2300/00 , E02D2600/00 , E04H12/2269 , E04H12/2284 , E04H12/2292
摘要： A pre-fabricated pole foundation provided employing a cavity to retain pole assembly of different profile, shape, size, and material interchangeably, a tapered structure onto which the pole rests, and recesses in the pole cavity wall enabling foundation hoisting, plumbing and anchoring, whereas the cavity wall is capable to accommodate for electronic devices enclosure and fill material provides structural support to an embedded pole or the embedded pole and foundation.

9. 发明授权

US09534405B1 Method of constructing a wind tower foundation 有权
标题翻译：风塔基础施工方法
公开(公告)号：US09534405B1
公开(公告)日：2017-01-03
申请号：US15137157
申请日：2016-04-25
申请人： Ahmed Phuly
发明人： Ahmed Phuly
IPC分类号： E04G21/12 , E02D27/02 , E02D27/26 , E04G21/02 , B28B1/14 , E04H12/34
CPC分类号： B28B1/14 , E02D27/02 , E02D27/08 , E02D27/26 , E02D27/42 , E02D27/425 , E02D2300/00 , E02D2300/002 , E04C5/0645 , E04C5/08 , E04C5/10 , E04G21/02 , E04G21/12 , E04H12/16 , E04H12/341 , F03D13/22 , Y02B10/30 , Y02E10/728
摘要： A fatigue resistant gravity based spread footing under heavy multi-axial cyclical loading of a wind tower. The foundation having a central vertical pedestal, a substantially horizontal continuous bottom support slab, a plurality of radial reinforcing ribs extending radially outward from the pedestal. The pedestal, ribs and slab forming a continuous monolithic structure. The foundation having a three-dimensional network of post-tensioning elements that keep the structural elements under heavy multi-axial post compression with a specific eccentricity intended to reduce stress amplitudes and deflections and allows the foundation to have a desirable combination of high stiffness and superior fatigue resistance. The foundation design reduces the weight and volume of materials used, reduces cost, and improves heat dissipation conditions during construction by having a small ratio of concrete mass to surface area thus eliminating the risk of thermal cracking due to heat of hydration.
摘要翻译：在风力塔的重多轴向循环加载下的耐疲劳重力传播基础。具有中心垂直底座的基座，基本上水平的连续底部支撑板，从基座径向向外延伸的多个径向加强筋。基座，肋骨和板坯形成连续的整体结构。该基础具有后张紧元件的三维网络，其将结构元件保持在重多轴向后压缩之下，具有旨在减小应力幅度和偏转的特定偏心度，并且允许基础具有高刚度和优异性的期望组合耐疲劳性基础设计减少了使用材料的重量和体积，降低了成本，并且通过使混凝土质量与表面积的比例小而改善了施工过程中的散热条件，从而消除了由于水合作用导致的热裂纹的风险。

10. 发明授权

US09267278B1 Modular landscaping and waterproofing system 有权
标题翻译：模块化美化防水系统
公开(公告)号：US09267278B1
公开(公告)日：2016-02-23
申请号：US14750014
申请日：2015-06-25
申请人： James Gibson
发明人： James Gibson
IPC分类号： E04B1/64 , E02D31/06
CPC分类号： E04B1/64 , E02D31/06 , E02D2300/00
摘要： A device and method for keeping rain water away from the foundation of a structure while providing a decorative border.
摘要翻译：一种用于在提供装饰边框的同时保持雨水远离结构的基础的装置和方法。

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