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公开(公告)号：KR1019950013036B1
公开(公告)日：1995-10-24
申请号：KR1019930019189
申请日：1993-09-21
IPC: D06M15/03
Abstract: The fiber treating agent is composed of chitosan, collagen, amino silicone or ethylene vinyl acetate germicide, deodorizer and dyeing agent, etc. In example, the functional fiber is treated with the treating agent composed of 50% ethylene vinyl acetate, 30% water, 5% deodorizer, 2% bactericidal agent, 9% ceramic fine particle, 30% chitosan/collagen compound and 1% thickener. The fiber treating agent has a good sterilization and deodorizing characteristic.
Abstract translation: 纤维处理剂由壳聚糖，胶原，氨基硅氧烷或乙烯醋酸乙烯酯杀菌剂，除臭剂和染色剂等组成。例如，功能性纤维用由50％乙烯乙酸乙烯酯，30％水组成的处理剂处理， 5％除臭剂，2％杀菌剂，9％陶瓷微粒，30％脱乙酰壳多糖/胶原化合物和1％增稠剂。 纤维处理剂具有良好的灭菌和除臭特性。
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Patent Agency Ranking
公开(公告)号：KR101223034B1
公开(公告)日：2013-01-17
申请号：KR1020080062005
申请日：2008-06-27
Abstract: 본 발명은 앵커체와 지반 사이의 정착력을 높여줄 뿐만 아니라 천공홀 하단부에 직경이 큰 구근을 형성함으로써 사면이 매우 안정적으로 보강될 수 있도록 구조가 개선된 앵커체에 관한 것이다. 본 발명에 따른 앵커체는 일방향으로 길게 형성된 복수의 인장재에 일단부가 결합되며, 천공홀에 매설되는 앵커체에 있어서, 복수의 인장재가 삽입되는 케이스부와, 케이스부의 둘레 방향을 따라 서로 이격되어 복수 개 배치되며 그 각각은 케이스로부터 인장재의 길이방향을 따라 연장되는 확장부를 구비하는 앵커확장체와, 천공홀의 내주면이 앵커확장체의 확장부에 의해 압밀되도록, 확장부를 천공홀의 내주면 측으로 벌어지게 하는 확장수단을 포함한다.
앵커체, 테르밋, 확장캡, 인장재-
公开(公告)号：KR100909238B1
公开(公告)日：2009-07-27
申请号：KR1020070005006
申请日：2007-01-17
IPC: E02D5/80
Abstract: An anchor and method of installing the anchor are provided to reinforce fixture of the anchor in an excavation by splaying an anchor extending body with an extending cap, which moves through thermite reaction. An anchor comprises a plurality of tensile members(w), an anchor main body(10), an anchor extending body(30), an extending cap(50), and an extending unit. The tensile members are arranged in parallel. The anchor main body is attached to the tensile members and inserted in an excavation. The anchor extending body includes a case(31) and extendable portions(32). The case covers the external circumference of the anchor main body. The extendable portions are attached to the case circumferentially at regular intervals, and extend from the end of the case. The extending cap, which is located at the lower part of the anchor extending body, moves along the anchor main body, and includes an inserted part(51) and a funnel-like part(52). A diameter of the inserted part is smaller than a diameter of the anchor extending body. The funnel-like part extends outwards from the inserted part obliquely, having a diameter, which is larger than the diameter of the anchor extending body. The extending unit, which is installed under the extending cap, inserts the extending cap in the anchor extending body so that the extendable portions splay toward the inner wall of the excavation, and extends the excavation.
Abstract translation: 提供锚固件和安装锚固件的方法，以便通过用延伸帽来展开锚固延伸体来加固锚固件在挖掘中的固定，所述延伸帽穿过铝热反应。 锚包括多个拉伸构件（w），锚主体（10），锚延伸体（30），延伸帽（50）和延伸单元。 拉伸构件平行布置。 锚主体连接到抗拉构件并插入挖掘中。 锚固延伸体包括壳体（31）和可延伸部分（32）。 壳体覆盖锚固主体的外周。 可延伸部分以规则的间隔沿周向连接到壳体，并从壳体的端部延伸。 位于锚固延伸体下部的延伸帽沿锚固主体移动，并包括插入部分51和漏斗状部分52。 插入部分的直径小于锚定延伸体的直径。 漏斗状部分从插入部分向外倾斜延伸，其直径大于锚定延伸体的直径。 安装在延伸帽下方的延伸单元将延伸帽插入到锚延伸体中，使得延伸部朝向挖掘的内壁展开，并且延伸挖掘。
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公开(公告)号：KR1020080067732A
公开(公告)日：2008-07-22
申请号：KR1020070005008
申请日：2007-01-17
CPC classification number: E02D3/11 , E02D5/44 , E02D3/12 , E02D3/123 , E02D2250/003
Abstract: A method of reinforcing the ground is provided to increase skin friction and reinforce support of the ground by applying pulse discharge to the inner surface of an excavation to compact the excavation. A method of reinforcing the ground includes the steps of: forming an excavation(h) under a ground(e) on which a structure is built; filling the excavation with a grouting material(g); extending the bottom of the excavation to make a bulb(r) through a termite reaction caused by transmitting energy to a metal mixture made of metal oxide and metal powder; and curing the grouting material filled in the excavation. During the extension of the bottom of the excavation, the metal mixture is attached to a pulse discharge device(190) having an anode and a cathode, which are separated from each other. The pulse discharge device discharges pulses by supplying pulse power, thereby transmitting energy caused by pulse discharge to the metal mixture. The pulse discharge device lifts up in the excavation level by level, discharging pulses. The pulses press the inner surface of the excavation so that the excavation is compacted.
Abstract translation: 提供加强地面的方法，以通过对挖掘的内表面施加脉冲排放来增加表面摩擦力并加强对地面的支撑，以压实挖掘。 一种加固地面的方法包括以下步骤：在地下建立一个挖掘（h）（e），在其上建造一个结构; 用灌浆材料（g）填充挖掘; 通过将能量传递到由金属氧化物和金属粉末制成的金属混合物引起的白蚁反应，延伸挖掘的底部以制造灯泡（r）; 并固化填充在开挖中的灌浆材料。 在挖掘底部的延伸期间，将金属混合物附接到具有阳极和阴极的脉冲放电装置（190），所述阳极和阴极彼此分离。 脉冲放电装置通过提供脉冲功率来放电脉冲，从而将由脉冲放电引起的能量传输到金属混合物。 脉冲放电装置以挖掘水平升高，放电脉冲。 脉冲挤压挖掘的内表面，使挖掘得到压实。
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公开(公告)号：KR1020080067731A
公开(公告)日：2008-07-22
申请号：KR1020070005006
申请日：2007-01-17
IPC: E02D5/80
CPC classification number: E02D5/80 , E02D5/805 , E02D2250/003
Abstract: An anchor and method of installing the anchor are provided to reinforce fixture of the anchor in an excavation by splaying an anchor extending body with an extending cap, which moves through thermite reaction. An anchor comprises a plurality of tensile members(w), an anchor main body(10), an anchor extending body(30), an extending cap(50), and an extending unit. The tensile members are arranged in parallel. The anchor main body is attached to the tensile members and inserted in an excavation. The anchor extending body includes a case(31) and extendable portions(32). The case covers the external circumference of the anchor main body. The extendable portions are attached to the case circumferentially at regular intervals, and extend from the end of the case. The extending cap, which is located at the lower part of the anchor extending body, moves along the anchor main body, and includes an inserted part(51) and a funnel-like part(52). A diameter of the inserted part is smaller than a diameter of the anchor extending body. The funnel-like part extends outwards from the inserted part obliquely, having a diameter, which is larger than the diameter of the anchor extending body. The extending unit, which is installed under the extending cap, inserts the extending cap in the anchor extending body so that the extendable portions splay toward the inner wall of the excavation, and extends the excavation.
Abstract translation: 提供了一种安装锚固件的锚固件和方法，以通过展开具有延伸盖的锚固件延伸体来加强锚固件在挖掘中的固定装置，其通过铝热反应而移动。 锚固件包括多个拉伸构件（w），锚固主体（10），锚固件延伸体（30），延伸盖（50）和延伸单元。 拉伸构件平行布置。 锚固主体连接到拉伸构件并插入挖掘中。 锚固体延伸体包括壳体（31）和可延伸部分（32）。 壳体覆盖锚固主体的外圆周。 可延伸部分以规则的间隔周向地附接到壳体，并且从壳体的端部延伸。 位于锚固体延伸体下部的延伸盖沿锚固主体移动，并包括插入部分（51）和漏斗状部分（52）。 插入部分的直径小于锚固件延伸体的直径。 漏斗状部分从插入部分向外倾斜延伸，其直径大于锚固体延伸体的直径。 安装在延伸盖下方的延伸单元将延伸盖插入锚固件延伸体中，使得可延伸部分朝向挖掘的内壁展开，并延伸挖掘。
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公开(公告)号：KR100754789B1
公开(公告)日：2007-09-03
申请号：KR1020060061167
申请日：2006-06-30
Applicant: 박재만
Inventor： 박재만
IPC: E01D2/00 , E01D22/00 , E01D19/14 , E04C3/04 , E01D101/28
CPC classification number: E01D2/00 , E01D19/14 , E01D22/00 , E01D2101/285 , E04C3/04
Abstract: A unit prestressed composite girder and a construction method for a continuous girder using the unit prestressed composite girder are provided to simplify a continuation structure and to perform construction work easily, effectively and economically by continuing unit prestressed composite girders using an upper tensile force restraining structure and resisting a negative moment simply. A unit prestressed composite girder is manufactured in the type of a simple beam by connecting two H-beams in a row using a connecting plate(13), and continued by connecting with another prestressed composite girder using a fastening plate(40) and installing an upper tensile force restraining structure. The construction method for a continuous girder using the unit prestressed composite girder comprises the steps of: putting a primary unit composite girder and a secondary unit composite girder to face each other at an inner support; unifying negative moment sections of upper and lower flanges with fastening plates; installing an induction type saddle(34) between a fastening hole(42) and a fastening hole of the upper fastening plate; installing strands continuously through upper tensile force restraining strand sheathe pipes of the primary unit composite girder and the secondary unit composite girder to make one end of the strand anchored to an anchor hole of the lower flange of the primary unit composite girder and the other end inserted to the anchor hole of the lower flange via a through hole(16) of the upper flange, the fastening hole of the fastening plate; applying tensile force to the strand inserted to the anchor hole of the lower flange of the secondary unit composite girder; and anchoring the strand on the anchor hole of the lower flange of the secondary unit composite girder.
Abstract translation: 提供单元预应力复合梁和使用单元预应力复合梁的连续梁的施工方法，以简化延续结构，并通过使用上张力约束结构的连续单元预应力复合梁轻松，有效和经济地进行施工作业; 简单地抵制一个负面的时刻。 单元预应力复合梁通过使用连接板（13）连接两个H形梁而制造成简单梁的类型，并且通过使用紧固板（40）与另一预应力复合梁连接并且安装 上拉力约束结构。 使用单元预应力复合梁的连续梁的施工方法，包括：将主单元复合梁和次级单元复合梁放置在内支架上相互面对的步骤; 用紧固板将上下法兰的负弯矩部分统一起来; 在紧固孔（42）和上紧固板的紧固孔之间安装感应式鞍座（34）; 通过主单元复合梁和次级单元复合梁的上部张力约束绳套管连续安装绞线，使绞线的一端锚固到主单元复合梁的下凸缘的锚定孔，另一端插入 通过所述上凸缘的通孔（16）到所述下凸缘的所述锚定孔，所述紧固板的紧固孔; 对插入次级单元复合梁的下凸缘的锚定孔的线材施加张力; 并将绞线锚定在次级单元复合梁的下凸缘的锚定孔上。
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