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1. 发明授权

US10151083B2 Honeycomb module and underground storage system 有权
公开(公告)号：US10151083B2
公开(公告)日：2018-12-11
申请号：US15657253
申请日：2017-07-24
申请人： Bio Clean Environmental Services, Inc.
发明人： Zachariha J. Kent , John Scott
IPC分类号： E03F1/00 , E02B11/00 , E03B3/03 , E03B11/14 , B65G5/00 , F17C3/00 , E21D13/00 , B65D88/76
摘要： Individual honeycomb shaped modules used in an assembly for underground storage of storm water and other fluid storage needs. Modules are assembled into a resultant honeycomb shape for maximized structural strength and material use efficiency. Internal hexagonal or square shaped modules are assembled and encased by external hexagonal or square shaped modules. Internal adjacent modules are in direct fluid communications with one another through a channel-less chamber. Internal hexagonal or square shaped modules drain into external hexagonal or square shaped modules chamber where fluid is either stored or drained. Assemblies include various top and side pieces along with access ports for entry into said assembly.

2. 发明申请

US20170248018A1 METHOD OF PREVENTING LEAKAGE OF AIR INSIDE UNDERGROUND CAVERN 审中-公开
公开(公告)号：US20170248018A1
公开(公告)日：2017-08-31
申请号：US15285879
申请日：2016-10-05
申请人： Norikata Takuma
发明人： Norikata Takuma
IPC分类号： E21D11/00 , E21D13/00
CPC分类号： E21D11/00 , B65G5/00 , E21B33/138 , E21D11/38 , E21D13/00
摘要： The water-insoluble filler in the form of bubbles is provided into the underground cavern. Then, the filler thus provided is allowed to adhere to a bottom surface and a lower wall surface of the underground cavern to permeate thereinto. Subsequently, the filler having permeated is cured. Here, the water-insoluble filler in the form of bubbles may be provided again into the underground cavern. Moreover, water is poured into the underground cavern to float up the filler. The filler having floated up is allowed to adhere to an upper wall surface and a ceiling surface of the underground cavern to permeate thereinto. Thereafter, the filler having permeated is cured. Here, when the filler is allowed to permeate an inner surface of the underground cavern, a pressure inside the underground cavern may be increased. Additionally, when the filler is cured, a temperature inside the underground cavern may be increased.

3. 发明授权

US09731897B2 Gas containment system 有权
公开(公告)号：US09731897B2
公开(公告)日：2017-08-15
申请号：US14880795
申请日：2015-10-12
申请人： Red Leaf Resources, Inc. , Total E&P USA Oil Shale, LLC
发明人： James W. Patten
IPC分类号： B65G5/00 , E21D11/00 , E21D11/38 , E21D13/00
CPC分类号： B65G5/00 , E21D11/00 , E21D11/38 , E21D13/00
摘要： A gas containment system can include a gas barrier layer forming a capsule. The gas barrier layer can be made up of a particulate swelling clay, a non-swelling particulate material mixed with the particulate swelling clay, water, and a water-soluble polyol. The water can hydrate the particulate swelling clay and form a continuous liquid phase in the gas barrier layer. The water-soluble polyol can be dissolved in the water. The gas containment system can further include a gas retained inside the capsule.

4. 发明申请

US20150225173A1 TUNNELED GAS STORAGE 有权
标题翻译：隧道式气体储存
公开(公告)号：US20150225173A1
公开(公告)日：2015-08-13
申请号：US14415843
申请日：2013-07-17
申请人： SATINWOOD INC.
发明人： Yossef Ram
IPC分类号： B65G5/00 , E21D13/00 , E21D11/38 , E21F17/16 , E02D29/00
CPC分类号： B65G5/00 , E02D29/10 , E21B33/10 , E21B41/0057 , E21D11/00 , E21D11/04 , E21D11/14 , E21D11/38 , E21D13/00 , E21F17/16 , F17C1/007
摘要： The present invention relates to a system for high-pressure natural gas storage comprising at least one underground bored tunnel, suitable for holding said natural gas under pressure and a process for storing natural gas under pressure.
摘要翻译：本发明涉及一种用于高压天然气储存的系统，其包括至少一个适用于在压力下保持所述天然气的地下钻孔隧道和在压力下储存天然气的方法。

5. 发明申请

US20150211205A1 CONSTRUCTION SYSTEM FOR SUBWAY STATION 有权
标题翻译：地铁站施工系统
公开(公告)号：US20150211205A1
公开(公告)日：2015-07-30
申请号：US14608249
申请日：2015-01-29
申请人： GUANGZHOU JISHI CONSTRUCTION GROUP CO., LTD. , GUANGZHOU XINQIAO CONSTRUCTION SERVICE CO., LTD.
发明人： Changyin Ding , Bingquan He , Dehui Ke , Muzhen Chen , Jin Mo , Pingyu Huang , Mingxi Jiang , Weicai Tang , Wenxian Li , Yuqi Li , Xiongwu Lei , Jiantao Qiu , Jianxin Qin , Wenlong Li , Shiliang Qiu , Dengjia He
IPC分类号： E02D29/00 , E21D11/00 , E21D11/10 , E21D13/00
CPC分类号： E02D29/04 , E21D11/003 , E21D11/10 , E21D13/00
摘要： Described herein is a construction system for a subway station, wherein the construction of guide walls is accomplished using a guide wall steel formwork system, the construction of support beams is accomplished using a support beam steel formwork system, the construction of sidewalls is accomplished using a sidewall trolley, and the construction of floor slabs is accomplished using a floor slab trolley.
摘要翻译：这里描述的是地铁站的施工系统，其中引导壁的构造使用导向壁钢模板系统实现，支撑梁的结构使用支撑梁钢模板系统实现，侧壁的构造使用侧壁推车，并且使用地板推车实现地板的建造。

6. 发明授权

US08763344B2 Method for erecting an underground construction 有权
标题翻译：地下施工方法
公开(公告)号：US08763344B2
公开(公告)日：2014-07-01
申请号：US13319238
申请日：2010-04-07
申请人： Ilja Irmscher , Marc Peters
发明人： Ilja Irmscher , Marc Peters
IPC分类号： E04G21/00 , E04G23/00 , E02D7/28 , E02D23/08 , E04H6/12 , E02D29/045 , E21D13/00 , E21D7/00 , E21D1/08
CPC分类号： E21D13/00 , E02D7/28 , E02D23/08 , E02D29/045 , E04H6/12 , E21D1/08 , E21D7/00
摘要： The invention relates to a method for erecting an underground structure, wherein the method is intended to ensure that the underground structure is assembled as safely as possible. The method is characterized in that a shaft is sunk at the erection site and the shaft is closed off by a cover in which an opening is provided, in that a lifting/lowering device is provided in the region of the opening, in that a locking mechanism is provided in the shaft below the opening, in that a section of the structure is provided in the region of the opening and is connected to the lifting/lowering device, is lowered through the opening down to the locking mechanism and locked and is then released from the lifting/lowering device after locking, in that a process cycle is performed in which a further section of the structure is provided in the region of the opening, said section is connected to the lifting/lowering device and to the locked section of the structure, then the locking of the previous section is released, the structure sections situated in the shaft are lowered until the uppermost section is situated in the locking region, and the uppermost section of the structure is locked, and this process cycle is repeated until the sections required for erecting the underground structure have been inserted into the shaft.
摘要翻译：本发明涉及一种竖立地下结构的方法，其中该方法旨在确保地下结构尽可能安全地组装。该方法的特征在于，在安装位置处轴被沉没，并且轴被设置有开口的盖封闭，因为提升/降低装置设置在开口的区域中，因为锁定机构设置在开口下方的轴中，因为结构的一部分设置在开口的区域中并连接到升降装置，通过开口向下降到锁定机构并被锁定在锁定之后，从提升/降低装置释放的结果是，在开口区域中进行结构的另一部分的处理循环，所述部分连接到提升/降低装置和锁定部分结构，则前一部分的锁定被释放，位于轴中的结构部分下降直到最上部分位于锁定区域中，并且结构的最上部分被锁定，并且重复该过程循环，直到竖立地下结构所需的部分已经插入到轴中。

7. 发明授权

US06032421A Structural blocks for building a basement, block manufacturing method, block transporting method, and block installing method 失效
标题翻译：用于建造地下室的结构块，块制造方法，块运输方法和块安装方法
公开(公告)号：US06032421A
公开(公告)日：2000-03-07
申请号：US970137
申请日：1997-11-13
申请人： Susumu Yamada
发明人： Susumu Yamada
IPC分类号： E02D29/00 , E02D27/12 , E02D29/045 , E04B1/00 , E04G21/16 , E21D13/00 , E04H1/00 , E04B1/348
CPC分类号： E04B1/0015 , E02D27/12 , E04G21/161
摘要： A basement unit comprises a reinforced concrete lower structural block having a floor portion and surrounding walls and at least one reinforced concrete upper structural block having surrounding walls and the same shape as the lower structural block in plan view. The upper structural block is stacked on top of the lower structural block with a seal member placed between the top end of the lower structural block and the bottom end of the upper structural block.
摘要翻译：地下室单元包括具有地板部分和周围壁的钢筋混凝土下部结构块和至少一个具有围墙的钢筋混凝土上部结构块，并且在俯视图中具有与下部结构块相同的形状。上部结构块堆叠在下部结构块的顶部，其中密封构件放置在下部结构块的顶端和上部结构块的底端之间。

8. 发明授权

US5173027A Automated parking system and subassemblies therefor 失效
标题翻译：自动停车系统及其分类
公开(公告)号：US5173027A
公开(公告)日：1992-12-22
申请号：US665898
申请日：1991-03-07
申请人： Davide Trevisani
发明人： Davide Trevisani
IPC分类号： E02D29/045 , B65G1/06 , E04H6/18 , E04H6/20 , E04H6/28 , E21D13/00
CPC分类号： B65G1/06 , E04H6/183
摘要： An underground circular and non circular parking place where vehicle parking areas are obtained and arranged radius-like on several underground stories. Vehicles are fed to the areas by a lift truck which moves vertically from ground story to the lower story and simultaneously rotates around a vertical axis together with the whole bearing column, to reach all parking areas; on ground story the lift truck is a continuity element with an incoming and an outgoing area; the lift truck consists of a platform on which an upper plane moves in two opposite directions, the plane has two pairs of chains abreast equipped with staves for motorcar supporting and hooking lists to avoid sliding; the ends of the plane are equipped with a mechanism for engaging with a corresponding mechanism in ground areas and underground spaces; the areas and spaces are also equipped with pairs of chains abreast and staves for motorcar support; a first motor for moving the plane in the two directions with respect to the platform are assembled and a second motor for rotating the chains of the plane and the chains of the parking area or underground space to which the plane is temporarily connected.

9. 发明授权

US4725164A Method of excavating a storage complex in rock for storing radioactive waste 失效
标题翻译：挖掘岩石储存复合体储存放射性废物的方法
公开(公告)号：US4725164A
公开(公告)日：1988-02-16
申请号：US839904
申请日：1986-03-14
申请人： Karl I. Sagefors
发明人： Karl I. Sagefors
IPC分类号： E02D29/045 , E21D13/00 , G21F9/00 , G21F9/24 , G21F9/34 , G21F9/36
CPC分类号： G21F9/24 , G21F9/34
摘要： The present invention relates to a method of excavating a storage complex in rock for storing radioactive material, or other harmful material. The complex to which the method relates comprises a hollow body which is formed from a solid material and the interior of which constitutes a storage space for the radioactive material or other harmful material to be stored. The hollow body is located in an inner cavity (4) which is excavated from the rock and which has larger dimensions than the hollow body. The hollow body is spaced from the outer walls of the inner cavity (4) such as to leave a space which is filled with an elastoplastic, deformable material. At least one vertical shaft (2) is driven partially through the location of the space (4), and the space is excavated from the bottom of the shaft (2) and upwards, while filling the space or cavity (4) thus formed substantially at the same time as the cavity is formed.
摘要翻译：本发明涉及一种挖掘用于储存放射性物质或其他有害物质的岩石中的储藏复合体的方法。该方法涉及的复合体包括由固体材料形成的中空体，其内部构成用于放射性物质或其他有害物质的储存空间。中空体位于从岩石挖掘出的具有比中空体大的尺寸的内腔（4）中。中空体与内腔（4）的外壁间隔开，以便留下一个填充有弹塑性可变形材料的空间。至少一个垂直轴（2）被部分地驱动通过空间（4）的位置，并且从轴（2）的底部向上挖掘空间，同时填充基本上形成的空间或空腔（4）同时形成空腔。

10. 发明授权

US4572707A Method in the excavation of underground caverns in rock 失效
标题翻译：岩石中地下洞穴开挖方法
公开(公告)号：US4572707A
公开(公告)日：1986-02-25
申请号：US638465
申请日：1984-07-24
申请人： Ivar K. Sagefors
发明人： Ivar K. Sagefors
IPC分类号： E21D13/00 , E21D13/02 , E21F16/00 , E21F17/16 , B65G5/00
CPC分类号： E21D13/00 , E21F16/00 , E21F17/16
摘要： The present invention relates to a method in the excavation of rock caverns, substantially cylindrical vertical caverns, for storing liquids or dry products, or for use in storing process units, in which method an upper and a lower circumferentially extending cavern (4, 11) is formed, the caverns (4, 11) having an outer diameter which is greater than the diameter of the ultimate rock cavern (1); in which the caverns (4, 11) are connected together by means of vertical holes (12) drilled in the region immediately outside the ultimate rock cavern (1), these vertical holes (12) serving to drain water from the aforementioned region, for the purpose of minimizing the extent to which water can penetrate the rock cavern (1). (FIG. 1).
摘要翻译： PCT No.PCT / SE84 / 00001 Sec。 371日期1984年7月24日 102（e）日期1984年7月24日PCT提交1984年1月9日PCT公布。公开号WO84 / 02741 日期：1984年7月19日。本发明涉及一种开挖岩洞，基本圆柱形垂直洞穴，用于储存液体或干燥产品的方法，或用于存储处理单元的方法，其中上下方向形成延伸的洞穴（4,11），所述洞穴（4,11）的外径大于最终岩洞（1）的直径; 其中通过垂直孔（12）将洞穴（4,11）连接在一起，所述垂直孔（12）在最终岩洞（1）的紧邻外部的区域钻出，这些垂直孔（12）用于从上述区域排出水，用于最小化水可以穿透岩洞（1）的程度的目的。（图。1）。

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