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序号	专利名	申请号	申请日	公开（公告）号	公开（公告）日	发明人
1	QUAKE DEATH PREVENTION TECHNOLOGY	CA2784183	2012-07-26	CA2784183A1	2012-10-10	WU WEIMIN
Since the second when the human race had appeared on Earth over tens of thousands years ago, millions of people have always been killed by earthquakes sometimes with ensuing tsunamis. If this Quake Death Prevention Technology is not implemented and applied, countless people will forever continue being killed as long as the human race can be sustained by the living conditions on Earth. Wherefrom, this technology is of unprecedented and historic significance and value since it can prevent millions of people from being killed by earthquakes and tsunamis yet to occur. It cannot be more obvious to me that the only way to prevent human deaths to be caused by earthquakes is to pre-emptively induce the gradual release of potential energy which has been built up in an Earth 3-dimensional region where an earthquake is imminently about to happen. Only by so doing, any seismic pressure can be reduced and hence killing quakes can be degraded into series of non-killing quakes. And the process to do so is to be articulated in the specification herewith.
2	Estructura constituida por cables tensados	ES201600853	2016-12-14	ES1184713Y	2017-08-30	RODRIGUEZ JANEZ RAMON

3	Устройство механизированной породовыработки	RU2016101938	2016-01-21	RU2016101938A	2017-07-26

4		BRPI1105963	2011-12-28	BRPI1105963A2	2014-03-18	DE ANDRADE JOAO BATISTA FERREIRA; FERREIRA EDELCIO JOSE CANCADO; DE OLIVEIRA ADEMAR ARAUJO

5	METHOD OF MODIFYING THE AXIS OF ROTATION OF THE EARTH	US12717495	2010-03-04	US20100158618A1	2010-06-24	William T. Carpenter
A method of modifying the Earth-rotation vector relative to the body of the planet or in inertial space by redistribution of the Earth's mass.
6	TIENDA	UY4856	2021-02-02	UY4856S	2022-01-31	BERNABÉ RODRÍGUEZ PASTRANA MALAGÓN; IGNACIO ALFONSO BERUETE FERNÁNDEZ
La presente solicitud refiere al diseño de una tienda.
7	Modułowa kotwa klejowa	PL43324220	2020-03-13	PL433242A1	2021-09-20	METLAK PIOTR ANDRZEJ; METLAK BOGUSZ
Modułowa kotwa klejowa - nowa metoda wspomagająca profilaktykę stosowaną przy zapobieganiu opadowi skał stropowych, w przodku eksploatacyjnym w pokładzie węgla z zaburzeniami geologicznymi w podziemnych zakładach górniczych. Modułowa kotwa klejowa składa się z trzech części: A - części uszczelniającej wywiercony otwór ze zintegrowanym impulsatorem. B - części modułowej z dwoma składnikami kleju poliuretanowego o długości 0,5 m montowanej w pakiety od 2 do 10 szt. C - części zamykającej kotwę.
8	Estructura constituida por cables tensados	ES201600853	2016-12-14	ES1184713U	2017-06-07	RODRIGUEZ JANEZ RAMON
1. Estructura constituida por cables tensados (1) caracterizada porque dispone de cables (2) y (2'), sujetos a anclajes (3) y (3'), situados en el contorno de la superficie a cubrir. Los cables (2) y (2') se hallan diferenciados en dos planos (4) y (4'), unidos por varios cables transversales (5).
9	СПОСІБ РОЗТАШУВАННЯ ВІТРОУСТАНОВКИ НА ПАСАЖИРСЬКИХ ВАГОНАХ	UAU201403238	2014-03-31	UA93222U	2014-09-25
Спосіброзташуваннявітроустановкинапасажирськихвагонах, згідноз якимвітроустановкавикористовуєтьсядляперетвореннякінетичноїенергіїзбуреногоповітряногопотоку, причомувітроустановкамонтуєтьсянадахупасажирськоговагона, щодозволяєвикористовуватинезадіянукінетичнуенергіюприроднихатмосфернихпотоківповітрятазбуреногоповітряногопотоку, щовиникаєв результатірухупасажирськоговагона.
10	Experimental platform and experimental method for simulating coal rock disaster of coal mine stope	US16666755	2019-10-29	US11359999B2	2022-06-14	Shengli Yang; Jiachen Wang; Hao Yue; Fengqi Liu; Yanyao Ma; Junjie Wang
The present invention provides an experimental platform for simulating a coal rock disaster of a coal mine extraction, including a base device, a coal simulation device, an immediate roof simulation device, a hydraulic support and a removable impact device. The coal simulation device is fixedly disposed on the base device; the hydraulic support is fixed on the base device and is located at one side of the coal simulation device; the immediate roof simulation device is disposed above the coal simulation device and the hydraulic support; the removable impact device is disposed above the immediate roof simulation device; the immediate roof simulation device is a rectangular frame; the rectangular frame is configured to pave a bulk simulation material and an immediate roof simulation material sequentially from the bottom up; and the removable impact device can impact the immediate roof simulation material and the bulk simulation material.
11	LOW-COST MICROBIAL HABITAT FOR WATER QUALITY ENHANCEMENT AND WAVE MITIGATION	US12523733	2008-01-17	US20100075400A1	2010-03-25	Bruce G. Kania; Frank M. Stewart
A low-cost aquatic structure optimized for water quality enhancement and wave mitigation. The structure is preferably comprised predominantly of recycled polymer scrap or other low-cost, high-surface-area materials, such as jute. The structure may be either buoyant or non-buoyant. Buoyant embodiments of the structure are preferably tip resistant. All embodiments are preferably wave damping. The structure is preferably porous and permeable, and has a large internal surface area for colonization by nutrient-removing microbes. The structure may alternately be used to add nutrients to a water body to promote fish growth for aquaculture applications.
12	Armor system for field protection and a method for making same	US11717958	2007-03-14	US20080223533A1	2008-09-18	Norman Andreasen; John L. De Cristofaro; John Anthony Dispenza; Leon Klafter; Richard Thomas LaGrotta
The present techniques include a field armor system comprising hollow structures designed to be filled with field materials, such as soil, sand, rocks, or clay. At least one face of the structures is made from a projectile resistant plastic composite. The projectile resistant plastic composite panel may be made from a ceramic plastic composite, a fiber plastic composite, or interspersed layers of both. In one embodiment, the hollow structure comprises four connected panels that may be collapsed when empty. In another embodiment, the hollow structure may comprise hollow bricks designed to interlock to form a protective wall.
13	Method for Joining Two Objects and Corresponding Joining Element	US11571633	2005-07-06	US20080047107A1	2008-02-28	Colin Clinch; Marcel Aeschlimann; Laurent Torriani; Elmar Mock
A first and a second object (1 and 2) are joined with the aid of a joining element (8) including at least in the region of its distal and proximal ends (8.1 and 8.2) a thermoplastic material. Two blind holes (5 and 6) facing each other are provided in the two objects (1 and 2) and the joining element (8) is positioned in the blind holes such that its distal and proximal ends (8.1) are in contact with the bottom faces of the blind holes and such that there is a gap (9) between the two objects (1 and 2). This assembly is then positioned between a support (3) and a sonotrode (4). The sonotrode (4) and the support (3) are forced towards each other, while the sonotrode (4) is vibrated, thereby liquefying at least part of the material having thermoplastic properties, there, where the joining element ends (8.1 and 8.2) are pressed against the bottom faces of the holes (5 and 6) and allowing the liquefied material to infiltrate into pores of the hole surfaces or unevennesses or openings provided in the hole surfaces.
14	HEAT SOURCE-FREE FIBER POSITIONING AND ORIENTING SYSTEM FOR SEEPAGE OF SUBMERGED OR PARTIALLY-SUBMERGED STRUCTURES AND MONITORING METHOD THEREOF	CA2909644	2014-12-30	CA2909644C	2018-10-30	SU HUAIZHI; YANG MENG; LI HAO; LI XING; FU ZHAOQING
The present invention discloses a heat source-free fiber positioning and orienting system for seepage of submerged or partially submerged structures and monitoring method thereof, which includes a plurality of seepage monitoring devices connected through rotary supports, wherein the seepage monitoring devices include first seepage monitoring units symmetrically distributed on the front and back and second seepage monitoring units symmetrically distributed on left and right, seepage monitoring fibers are distributed in the first seepage monitoring units and the second seepage monitoring units, and the seepage conditions of the submerged or partially submerged structures are monitored through the seepage monitoring fibers. The heat source-free fiber positioning and orienting system for the seepage of submerged or partially submerged structures according to the present invention has the characteristics of no heating, distribution manner, multiple orientations and synchronicity or the like, and has prominent advantages on such aspects like reducing the monitoring cost, improving the monitoring precision and engineering practicability or the like; and through flexibly disposing the seepage monitoring device in the submerged or partially-submerged structures, the seepage position and direction are obtained through comparison of calibrated fibers and the seepage monitoring fibers; therefore, the monitoring method of the present invention is simple to operate and has accurate results.
15	HEAT SOURCE-FREE FIBER POSITIONING AND ORIENTING SYSTEM FOR SEEPAGE OF SUBMERGED OR PARTIALLY-SUBMERGED STRUCTURES AND MONITORING METHOD THEREOF	CA2909644	2014-12-30	CA2909644A1	2016-06-29	SU HUAIZHI; YANG MENG; LI HAO; LI XING; FU ZHAOQING
The present invention discloses a heat source-free fiber positioning and orienting system for seepage of submerged or partially submerged structures and monitoring method thereof, which includes a plurality of seepage monitoring devices connected through rotary supports, wherein the seepage monitoring devices include first seepage monitoring units symmetrically distributed on the front and back and second seepage monitoring units symmetrically distributed on left and right, seepage monitoring fibers are distributed in the first seepage monitoring units and the second seepage monitoring units, and the seepage conditions of the submerged or partially submerged structures are monitored through the seepage monitoring fibers. The heat source-free fiber positioning and orienting system for the seepage of submerged or partially submerged structures according to the present invention has the characteristics of no heating, distribution manner, multiple orientations and synchronicity or the like, and has prominent advantages on such aspects like reducing the monitoring cost, improving the monitoring precision and engineering practicability or the like; and through flexibly disposing the seepage monitoring device in the submerged or partially-submerged structures, the seepage position and direction are obtained through comparison of calibrated fibers and the seepage monitoring fibers; therefore, the monitoring method of the present invention is simple to operate and has accurate results.
16	СИСТЕМА ОСВЕЩЕНИЯ ЛЕДОВОЙ ОБСТАНОВКИ И ПРЕДОТВРАЩЕНИЯ ВОЗДЕЙСТВИЯ ЛЕДОВЫХ ОБРАЗОВАНИЙ НА МОРСКИЕ ОБЪЕКТЫ ХОЗЯЙСТВЕННОЙ ДЕЯТЕЛЬНОСТИ	RU2014154633	2014-12-31	RU2583234C1	2016-05-10	SOLOSHCHEV ALEKSANDR NIKOLAEVICH; ANOSOV VIKTOR SERGEEVICH; LOBANOV ANDREJ ALEKSANDROVICH; CHERNJAVETS VLADIMIR VASILEVICH; ZENKOV ANDREJ FEDOROVICH; BRODSKIJ PAVEL GRIGOREVICH; LENKOV VALERIJ PAVLOVICH
Изобретениеотноситсяк системамосвещенияледовойобстановкии предотвращениявоздействияледовыхобразованийнаморскиеобъектыхозяйственнойдеятельности. Сущность: системавключаетсредствамониторингагидрометеорологическойобстановкив регионеразмещенияморскихобъектовхозяйственнойдеятельности, средстваопределенияхарактеристикледовыхобразований, средствазащитыотвоздействияледовыхобразований, средстваотображенияледовыхобразований, системуконтролясостояниякессона, командно-управляющийкомплекс, соединенныйсосредствамимониторингагидрометеорологическойобстановки, средствамиопределенияхарактеристикледовыхобразованийи средствамизащитыотвоздействияледовыхобразований. Причемсредствазащитыотвоздействияледовыхобразованийвыполненыспособнымивыдерживатьнагрузку, сравнимуюс критическойнагрузкой, возникающейприудареледяногомассива. Системаконтролясостояниякессонавключаетдатчикдеформациидляизмеренияледовыхнагрузокнакессон, инклинометрдляизмерениянаклоновкессона, грунтовойдинамометрдляизмерениянагрузкинагрунт, преобразовательдавления (пьезометр) дляизмеренияи оценкивозможногоповышенияизбыточногодавленияв грунтахотдинамическихгоризонтальныхнагрузок. Средствазащитыотвоздействияледовыхобразованийвыполненыв видеподводныхи надводныхмодулей. Приэтомподводныемодулиснабженыхолодильнымиагрегатами. Надводныемодуливыполненыв видевыдвижныхконструкцийи беспилотныхлетательныхаппаратов, снабженныхустройствамиавтоматическогодозированияхимическихреагентов, наносимыхналедовоеобразован
17	THE HANGED BUILDINGS & AIRPORT	CA2823358	2013-08-09	CA2823358A1	2015-02-09	ELTOM SAMIR
This is a project and a patent of hanged land in the air that contains an airport , hotel and a building of companies of the owner / author, the reason why its a patent is that its new and uses new theory / method in lifting and hanging the object in the air, founded by the author, the patent consists of other patents of equipments and transportations that serve the hanged piece of ground , in the description and explanation of other patents that work to form this project is to assure and proof that they can work in different projects or ideas .. of these patents that serve the big patent which is the hanged piece of ground , airport and building are electric generators to provide electricity, and that uses its own source of energy to achieve that , which are the rotating wheel with no source of energy and the falling weight ball , there are other equipments in this patent that uses the rotating wheel such as washing machines founded in the hotel and living places of the workers of the project ,the wheel is used too in transportation inside the area , these are planned to be a new product of one of the companies of the owner, these transportation are just the basic idea that work in several models but can be upgraded or redesigned . Then comes the flying cars and buses from and to the ground to the hanged piece of ground , I called them boats they uses a geometrical structure to fly and land.
18		UAU201112497	2011-10-25	UA69991U	2012-05-25	KUDENKO HRYHORII OVSIIOVYCH
Дымоваятрубаотноситсяк областистроительстваи можетбытьиспользованаприсооружениидымовыхтруб, дляоборудованиятепловогои антикоррозийногозащитногослоявнутреннейповерхностистволакирпичных, железобетонных, металлическихдымовыхтруби дымоходов.
19	Способ классификации экзогенных геологических процессов в криолитозоне	RU2016103422	2016-02-02	RU2016103422A	2017-08-07

20	СПОСОБ УКЛАДКИ БАЛЛАСТНОГО ОСНОВАНИЯ ЖЕЛЕЗНОДОРОЖНОГО ПУТИ И УСТРОЙСТВО ДЛЯ ЕГО ОСУЩЕСТВЛЕНИЯ	RU2011120418	2011-05-23	RU2482237C2	2013-05-20	KOSYREV ANATOLIJ IVANOVICH; SHISHIMIROV MATVEJ VLADIMIROVICH; JAKUSHEV ALEKSEJ MIKHAJLOVICH; KOSYREV SERGEJ ANATOL EVICH; PEROV VASILIJ VASIL EVICH
Изобретениеотноситсяк изготовлениюбалластногослояи укладкерельсовыхплетей. Материалоснованияпути, напримергранит, насыпаютровнымслоемвысотойдо 300 ммизбункера (4) наметаллическуюарматуру, напримерсетку (1), уложеннуюнавыровненнуюземлю. Затемпоменьшеймереодинлазер (8) расплавляетнасыпанныйслой. Лазеры (8) установленыс возможностьювозвратно-поступательногоиликруговогоперемещенияв горизонтальнойплоскостии подключенык дизель-генераторусамоходноймашины. Затемвращающийсяводоохлаждаемыйкаток (10) выдавливаютв застывающемрасплавевпадины (12) глубинойдо 100 мми размерами, равнымиоснованиюшпалы. Послеохлаждениявовпадины (12) закладываютшпалыготовыхс рельсамисекций. Решениенаправленонаповышениепрочностии надежностижелезнодорожногопутис соответствующимповышениемскоростидвиженияпоездов. 2 н.п. ф-лы, 1 ил.

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