| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 261 | Method for the production of geotextiles from melt-spun fibers | US10533881 | 2003-11-26 | US20060150377A1 | 2006-07-13 | Uwe Bornmann; Albert Mittermayr; Alois Punkenhofer |
| The invention relates to a method for the production of geotextiles from melt-spun fibers. The melt-spun endless fibers are continuously transported in an unimpeded manner on a screen belt along all hardening and post treatment zones. | ||||||
| 262 | Reinforcing geotextile mat and embankment method using the same | US11134209 | 2005-05-19 | US20050260042A1 | 2005-11-24 | Soo Kang |
| A reinforcing geotextile mat and an embankment method using the same. The mat comprises support means for supporting backfilled soil at one end or both ends of the mat. The support means comprises a horizontal support section for supporting the backfilled soil in a vertical direction; a vertical support section for supporting the backfilled soil in a horizontal direction; and an inclined support section defined with openings through which the backfilling soil passes and inclinedly embedded in the backfilled soil. The method comprises the steps of positioning a reinforcing geotextile mat on the ground or hardened embankment soil; inserting external support members in horizontal, vertical and inclined receiving portions of the mat; and backfilling horizontal, vertical and inclined support sections of the mat with soil, and then placing and hardening embankment soil on the mat. These steps are implemented one or more times. | ||||||
| 263 | Geotextile structure for filtration | US09132344 | 1998-08-12 | US06347913B2 | 2002-02-19 | Philippe Delmas; Olivier Artieres |
| A geotextile structure for filtering liquid from soil includes a lower layer of geotextile material for contacting soil for filtration thereof. The lower layer presents in its thickness a number of constrictions n included between 15 and 40, and is made of synthetic filaments or fibers presenting a count D wherein D is measured in units of decitex. An upper layer of geotextile material provides mechanical protection of the lower layer. The upper layer presents in its thickness constrictions more open than the constrictions of the lower layer to avoid clogging of the lower layer. The upper layer is made of synthetic filaments or fibers presenting a count at least equal to 2D. The upper and lower layers are bonded to each other. | ||||||
| 264 | Geotextile having soil treatment compound and method | US453004 | 1989-12-18 | US5139566A | 1992-08-18 | Leon H. Zimmerman |
| A geotextile having a soil treatment compound includes a porous sheet having a plurality of spaced nodules of composite material secured to the sheet. The nodules are composed of a soil treating agent and a binder which is injected through the sheet and solidified, such that the sheet is enmeshed by the nodules. | ||||||
| 265 | 이형단면사를 이용한 지오텍스타일 제조용 교락 가공사 및 그 제조방법 | KR1020150096756 | 2015-07-07 | KR1020170006192A | 2017-01-17 | 이상기 |
| 본발명은지오텍스타일제조용원사및 그제조방법에관한것으로서, 보다상세하게는다양한형태의단면을가지는이형단면사를교락가공하여된 지오텍스타일제조용교락가공사및 그제조방법에관한것이다. 보다상세하게는이형단면사를수직으로끌어올려해사하여가이드로수렴하여사집합체를형성하고, 상기사집합체를복합연사기에서인테레이스가공하여합사하는과정을포함하는것을특징으로하는이형단면사를이용한지오텍스타일제조용교락가공사의제조방법및 이에의해제조되는교락가공사를제공하는것이다. | ||||||
| 266 | 해안가 튜브 구조물 및 이를 이용한 모래사장 조성방법 | KR1020100061389 | 2010-06-28 | KR101230274B1 | 2013-02-07 | 김사동 |
| 해안가 튜브 구조물 및 이를 이용한 모래사장 조성방법이 제공된다.
상기 본 발명의 해안가 튜브 구조물은 그 일 실시예로서, 내부에 채움재가 충진되고 해안가에 시공되는 튜브 및, 상기 튜브들이 연결되어 모래층을 조성토록 튜브 사이에 형성되는 모래 수용공간을 포함하여 구성되거나, 상기 튜브의 내부에, 상기 채움재의 유실을 방지토록 제공되는 채움재 차단부재를 포함하여 다른 실시예로 구성될 수 있다. 이와 같은 본 발명에 의하면, 해안가에 인위적인 공사 없이 저비용의 친 자연적이고 환경 친화적인 모래사장의 조성을 가능하게 하고, 더하여 튜브 구조물의 축조 구조를 견고하게 유지 가능하게 하는 개선된 효과를 얻을 수 있다. |
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| 267 | Method for manufacturing and construction using geotextile made of double raschel | KR20100104113 | 2010-10-25 | KR101201751B1 | 2012-11-15 | |
| 본 발명은 더블라셀로 이루어진 토목섬유의 제조방법 및 시공방법에 관한 것으로서, 더욱 상세하게 망상의 상부층과, 상기 상부층 하부에 위치하는 망상의 하부층 및 다수의 연결사가 한쪽 방향으로 경사진 형태로 상기 상부층과 하부층을 서로 왕래하도록 짜여 연결시키는 중간층을 포함하여 형성되는 더블라셀로 이루어지는 토목섬유를 폭 방향으로 확장시킨 다음 열 고정함으로써, 더블라셀의 중간층에 흙이 충진될 수 있는 공간을 확보하여 상기 토목섬유의 시공성 및 완성도를 향상시킬 수 있는 더블라셀로 이루어진 토목섬유의 제조방법 및 시공방법에 관한 것이다.
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| 268 | 경위사 방향의 저신도시 강도가 우수한 토목용 직포 | KR1020070057543 | 2007-06-13 | KR100793183B1 | 2008-01-10 | 장원주 |
| 본 발명은 경위사 방향의 저신도시 강도가 우수한 토목용 직포에 관한 것으로서, 보다 구체적으로는 섬도가 동일한 경사 및 위사가 변형능직으로 제직되어 위사방향으로 저신도시의 강도와 경사방향으로 저신도시 강도가 거의 비슷한 수준을 유지하며, 이들 값이 각각 크게 향상된 것을 특징으로 한다. 토목용, 직포, 저신도, 강도, 공정간소화, 변형능직 | ||||||
| 269 | Multi-ribbed geotextile tubes and segments thereof | US13323912 | 2011-12-13 | US09163373B2 | 2015-10-20 | Anthony Shepherd Bradley, Sr.; Anthony Shepherd Bradley, Jr. |
| A large scale geotextile tube includes a plurality of cylindrical geotextile segments permanently connected end-to-end via circumferential ribs. In one embodiment, each geotextile segment is formed of the sheet of geotextile fabric that has an overlapping region that measures at least 5% of the elongation at break length of the sheet and permanently connected with at least one transverse rib to form an axial closure. | ||||||
| 270 | Geotextile Cutting and Collecting Apparatus and Method | US13875933 | 2013-05-02 | US20140326821A1 | 2014-11-06 | Andrew L. Bishop |
| A geotextile cutting apparatus having a lifting arm and cutting disk capable of cutting uniform width strips of geotextile material in the field. The uniform width strips of the geotextile material are then collected on a bobbin held and rotated by powered spindles on a variable width yoke of a collection apparatus, thus collecting the previously cut uniform width of geotextile material into compact rolls. The method of collecting geotextile material in the field having the steps including, cutting the material into uniform strips with a lifting arm having a cutting disk and then collecting those uniform strips on a rotating bobbin held and turned by rotating spindles on a variable width yoke. | ||||||
| 271 | Apparatus and method for deploying geotextile tubes | US09612810 | 2000-07-10 | US07357598B1 | 2008-04-15 | Anthony S. Bradley |
| A geotextile container and system for constructing a water barrier or dam is disclosed. A system for maintaining fill material solids in position to form a barrier comprises an elongated sheet of geotextile material capable of coiling upon itself to form a helical structure. Further, a means for seaming the first elongated sheet into a tubular container and filling the container with solids is presented. Fill material solids may be held in position by a tubular shaped container that forms a barrier or dam. An inner liner also may be employed in the tubular container. Cradle tubes may be deployed on either side to hold the container in position, such as when the container is struck by high energy waves. | ||||||
| 272 | Inlet port for a container made of geotextiles | US10541134 | 2003-12-30 | US20060165320A1 | 2006-07-27 | Thomas Stephens |
| A geotextile container (12) having strengthened port sleeve attachments. The integrity of the port sleeve of this invention is strengthened by incorporating an inlet port (10), having a port patch and a port sleeve, into a geotextile container (12). The inlet port is preferably made of a pliable material which renders attachment of the inlet port to the geotextile container easier and results in tighter, stronger seams between the inlet port and the geotextile container. With its stronger material and the resulting tighter seams, the inlet port and port patch are better able to withstand stresses and seams are less likely to rupture, thereby enhancing the integrity of the geotextile container. | ||||||
| 273 | Method to prevent clogging of geotextiles and geonets | US334263 | 1989-04-06 | US5000618A | 1991-03-19 | David E. Greenley |
| A process for preventing biological fouling and/or clogging of a geotextile used in a landfill leachate collection system comprising distributing chunks of biocide-containing material on the geotextile, and a landfill having a leachate collection system comprising a geotextile having chunks of biocide-containing material distributed on the geotextile. | ||||||
| 274 | 土工织物有效孔径测定仪（干筛法） | CN201730583726.7 | 2017-11-24 | CN304694002S | 2018-06-22 | 臧祥力 |
| 1．本外观设计产品的名称：土工织物有效孔径测定仪（干筛法）。 2．本外观设计产品的用途：本外观设计产品用于用干筛原理测定单层土工布及其有关产品特征孔径的方法，本产品适用于所有类型土工布产品。 3．本外观设计产品的设计要点：在于产品的形状。 4．最能表明本外观设计设计要点的图片或照片：主视图。 | ||||||
| 275 | 土工织物落锥穿透试验仪 | CN201730583719.7 | 2017-11-24 | CN304612475S | 2018-05-04 | 臧祥力 |
| 1．本外观设计产品的名称：土工织物落锥穿透试验仪。 2．本外观设计产品的用途：本外观设计产品用于测定土工布及其相关产品阻抗从固定高度落下的钢锥穿透能力。 3．本外观设计产品的设计要点：在于产品的形状。 4．最能表明本外观设计设计要点的图片或照片：主视图。 | ||||||
| 276 | Polyurethane/geotextile composite and a process related thereto for the production thereof | US09809604 | 2001-03-15 | US20020168907A1 | 2002-11-14 | Peter H. Markusch; Ralf Guether |
| A polyurethane/geotextile composite having greater strength and dimensional stability than composites made with filled polyurethanes is produced by impregnating a geotextile with an unfilled polyurethane composition and allowing the polyurethane composition to cure. The polyurethane composition employed is reaction product of a liquid polyisocyanate having an isocyanate content of at least 10% by weight, a high molecular weight polyether polyol, and an organometallic catalyst. A low molecular weight diol or triol may optionally be included in the polyurethane-forming reaction mixture. These polyurethane/geotextile composites are particularly suitable for lining ditches and canals. | ||||||
| 277 | System for supplying tubular geotextile material for perforated drain pipes | US12137880 | 2008-06-12 | US07896160B2 | 2011-03-01 | Paul Mutter |
| Tubular geotextile fabric is mounted on a collapsible supply cartridge, which may be shipped to a perforated drain pipe manufacturer, distributor, or retailer in collapsed form to save shipping space. Upon receipt by the manufacturer or the others, the collapsible tube is reshaped to easily slide over the pipe. As the pipe pushes through the cartridge, the fabric becomes positioned thereon. | ||||||
| 278 | System for Supplying Tubular Geotextile Material for Perforated Drain Pipes | US12137880 | 2008-06-12 | US20090308769A1 | 2009-12-17 | Paul Mutter |
| Tubular geotextile fabric is mounted on a collapsible supply cartridge, which may be shipped to a perforated drain pipe manufacturer, distributor, or retailer in collapsed form to save shipping space. Upon receipt by the manufacturer or the others, the collapsible tube is reshaped to easily slide over the pipe. As the pipe pushes through the cartridge, the fabric becomes positioned thereon. | ||||||
| 279 | Geotextile/polymer composite liners based on waterborne resins | US10661647 | 2003-09-12 | US20050058515A1 | 2005-03-17 | Peter Markusch; Ralf Guether; Thomas Sekelik |
| The present invention relates to a geotextile/polymer composite prepared from one or more geotextiles and an aqueous polymer dispersion and also to a process for preparing such composites. The inventive composites may find use as liners for canals and ditches for irrigation and wastewater, roof membranes, secondary containment, etc. | ||||||
| 280 | Geotextiles having excellent transmissivities under high loading pressures | US10117135 | 2002-04-08 | US20030022567A1 | 2003-01-30 | Young Sik Kim; Han Yong Jeon |
| Disclosed is geotextiles for use on the upper and the lower side of geomembranes used for shielding leakage of the leachates in sanitary landfills. The geotextiles are formed by laminating plural fiber webs composed of fibers with a fineness of 20 to 1000 deniers. Here, non-woven fabrics 1 with a weight of 300 to 2000 g/m2 are disposed on and bonded to both sides or any one side of the non-woven fabrics or woven fabrics 2 and 2null with a weight of 100 to 1500 g/m2 consisting of fibers with a fineness of 3 to 15 deniers by a needle punching process or heat treatment and resin treatment process in such a way that an outer non-woven fabric or woven fabrics 2 and 2null are laminated in a single layer or double layers. The geotextiles have advantages in that their transmissivities are good under high loading pressures, stability of slopes of sanitary landfills is secured and the geomembranes are protected under the reclamation loading pressure, as well as production cost and construction cost are low in comparison with those of the conventional geosynthetics. | ||||||
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