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公开(公告)号：KR101553599B1
公开(公告)日：2015-09-17
申请号：KR20150044904
申请日：2015-03-31
申请人： LEE HO JUN
发明人： LEE HO JUN
CPC分类号： F16L55/1003 , E02D29/10 , E03B1/00 , E03F3/00
摘要： 본 발명은 폐관침하에 의한 싱크홀 방지 공법에 관한 것으로, 도심 지중에 배관된 폐관의 위치를 확인하는 단계; 폐관의 위치가 확인되면, 충진할 지점을 선택하고, 충진할 지점을 굴착하여 충진관 삽입홀을 형성하는 단계; 충진관 삽입홀이 형성되면, 경사진 폐관의 위쪽 부분과 충진할 구간의 끝쪽에 폐색판을 설치하는 단계; 폐색판이 설치되면, 상기 충진관 삽입홀에 충진관을 삽입하고, 삽입된 충진관을 통해 충진재를 주입하는 단계;를 포함하되, 상기 충진재는 주성분인 백시멘트 100중량부에 대하여, 0.1-1.2mm의 입도를 갖는 크리스토발라이트 분말과 크레졸 노볼락형 에폭시수지가 4:1의 중량비로 혼합된 혼합물 40중량%를 톨루엔 60중량%에 넣고 교반하여 얻은 혼합액 15-25중량부, 0.1-0.2mm의 입도를 갖는 쏠레아이트 현무암 분말 5-10중량부, 6-7mm의 길이로 잘린 탄소섬유가 함유된 폴리프로필렌수지 10-15중량부, 라우릴황산나트륨 15-30중량부, 메타카올린 50-70중량부, BA(buthyl acrylate) 5-10중량부, 에틸트라이메틸벤조일페닐포스피네이트(Ethyl Trimethylbenzoyl Phenylphosphinate) 10-15중량부 및 라텍스 에멀젼 25-35중량부로 조성된 것을 특징으로 하는 폐관침하에 의한 싱크홀 방지 공법을 제공한다.
摘要翻译： 本发明涉及一种通过封闭管道沉降的沉孔预防方法，包括：确定埋在城市地面下的封闭管道的位置的步骤; 如果确定了封闭管道的位置，则选择要填充的点的步骤，并且通过挖掘要填充的点来形成填充管插入孔; 如果填充管插入孔形成，则在待填充部分的端部安装封闭管道和倾斜和闭合管道的上部的步骤; 如果安装了封闭管，则将填充管插入填充管插入孔，并通过插入的填充管注入填充材料的步骤。 此外，相对于作为主要成分的白色水泥100重量％，填充材料包含15-25重量份通过将40重量％的混合物插入并搅拌而获得的混合液，其中具有粒径的方石英粉末 0.1-1.2mm的甲酚酚醛清漆型环氧树脂以4:1的重量比与60重量％的甲苯混合，5-10重量份的粒度为0.1-0.2mm的堇青石玄武岩粉末，10- 15重量份含有切割长度为6-7mm的碳纤维的聚丙烯树脂，15-30重量份十二烷基硫酸钠，50-70重量份的偏高岭土，5-10重量份的BA（ 丙烯酸丁酯），10-15重量份的三甲基苯甲酰基苯基次膦酸乙酯和25-35重量份的胶乳乳液。
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公开(公告)号：KR1020080102467A
公开(公告)日：2008-11-26
申请号：KR1020070048992
申请日：2007-05-21
申请人： 김용권
发明人： 김용권
CPC分类号： F24D13/022 , F16L53/38 , F16L55/1003 , F16L55/1152 , F24D19/06 , F24D2200/08 , F24D2220/10 , H05B3/44
摘要： A closure structure of a heating wire built-in type hot water pipe is provided to prevent leakage and damage of a power connection unit by filling waterproof material in the power connection unit and the space part and sealing hermetically for dual waterproofing. A closure structure of a heating wire built-in type hot water pipe includes a fitting(10) in which a closed cavity is formed as a cap nut(20) is coupled to a contraction part(13) opened on one side, and which is fitted to a hot water pipe(110) through a hot water pipe groove of the outer circumference and a fitting part(16) protruded on the other side, and is piped with a piping nut(26) and a piping ring(28); a case(40) in which a cavity is formed as a cap(44) is combined to a receiving part(42) recessed on one side; a power line(1) passing through the cap nut, fitting and cap; a connection unit(2) stored inside the case; and waterproof material filled in the cavities of the case and fitting.
摘要翻译： 提供一种内置热水管加热线的封闭结构，通过在电力连接单元和空间部分填充防水材料，密封密封双重防水，防止电力连接单元的泄漏和损坏。 一种加热丝内置型热水管的封闭结构包括一个配件（10），其中形成封闭空腔的帽形螺母（20）联接到在一侧开口的收缩部分（13），并且 通过外周的热水管槽和另一侧突出的嵌合部（16）安装在热水管（110）上，并配管有管螺母（26）和管环（28）， ; 其中空腔形成为盖（44）的壳体（40）被组合到在一侧凹入的接收部分（42）; 电源线（1）穿过盖螺母，配件和盖子; 存储在壳体内的连接单元（2） 和防水材料填充在壳体和配件的空腔中。
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公开(公告)号：KR100838741B1
公开(公告)日：2008-06-17
申请号：KR1020080024062
申请日：2008-03-14
申请人： (주)시조씨앤씨 , (주)아름다운 세상
发明人： 구자현
CPC分类号： F16L55/1003 , F16L1/028
摘要： A method for filing a disused pipe is provided to facilitate excavation in the future by keeping coarse aggregate to have low strength when filling the pipe. A method for filing a disused pipe(10) includes the steps of: digging start and end areas, cutting the disused pipe to make a start portion and an end portion; examining the inside the pipe by inserting a CCTV robot in the pipe; installing an air bag(20) at the start portion of the pipe, installing a piston pumping device(30) connected with a pumping line inside the pipe, and sealing the start portion of the pipe; filling the pipe with coarse aggregate until the air bag reaches the end portion of the pipe by actuating the piston pumping device; locating a solidifying material filling hose(23), connected with the air bag, at the end portion of the pipe, cutting the solidifying material filling hose, removing the air bag, and sealing the end portion of the pipe; connecting the solidifying material filling hose with the pumping line, supplying liquid material containing solidifying material, fine particles, and water through the solidifying material filling hose to fill voids between coarse aggregate.
摘要翻译： 提供废弃管道的填充方法，以便在填充管道时通过保持粗骨料具有低强度，以便将来开挖。 废弃管道（10）的填充方法包括以下步骤：挖掘开始和结束区域，切割废弃管道以形成起始部分和端部; 通过在管道中插入闭路电视机器人来检查管道内部; 在管道的起始部分安装气囊（20），安装与管道内的泵送管线连接的活塞泵送装置（30），并密封管道的起始部分; 用粗骨料填充管道，直到气囊通过致动活塞泵送装置到达管道的端部; 在管道的端部设置与气囊连接的凝固材料填充软管（23），切割凝固材料填充软管，取出气囊并密封管道的端部; 将凝固材料填充软管与泵送管线连接，通过固化材料填充软管供应包含固化材料的液体材料，细颗粒和水，以填充粗骨料之间的空隙。
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公开(公告)号：KR1020090027402A
公开(公告)日：2009-03-17
申请号：KR1020070092595
申请日：2007-09-12
申请人： 함윤경
发明人： 함윤경
CPC分类号： F16L55/1003
摘要： An old water supply and drainage pipe closing method is provided that the inside of the drain pipe in which use is interrupted is charged with filler. An old water supply and drainage pipe closing method comprises following steps: a step of setting up the shield(17) in the inlet of both sides of water supply and drainage pipe; a step of forming the first junction(23) the soil or the sand component is filtered and the sand component solidifies in water supply and drainage pipe; a step of forming the penetration hole(25) which exposes the first junction it punches the base layer(11); a step of forming the second junction(31) it injects the second filler on the first junction of water supply and drainage pipe through hose; a step of forming the third junction which planarizes base layer surface.
摘要翻译： 提供了一种旧的供水和排水管闭合方法，其中使用中断的排水管的内部装有填料。 旧排水管闭合方法包括以下步骤：在排水管两侧入口设置护罩（17）的步骤; 形成第一接头（23）的步骤是过滤土壤或砂子组分，并且在供水和排水管中固化砂组分; 形成使第一接合部露出的贯通孔（25）的工序，冲压基层（11）。 形成第二接头（31）的步骤，通过软管在给排水管的第一接头上注入第二填料; 形成使基层表面平坦化的第三结的步骤。
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公开(公告)号：KR100838602B1
公开(公告)日：2008-06-16
申请号：KR1020070033977
申请日：2007-04-06
发明人： 조한진
CPC分类号： F16L55/1003
摘要： A method of pouring concrete in waste water pipes replaced with new water pipes is provided to fill the waste water pipes without spaces by extending an air hose buried under filling concrete. A method of pouring concrete in waste water pipes replaced with new water pipes includes the steps of: connecting an injection hose(165), an air hose(175), a wire rope(190) to an injection unit(200) in the waste water pipe in the opposite side of concrete injection direction; injecting filling concrete(120) in the waste water pipe via the injection hose by generating high pressure with a mortar pump, as the injection unit moves forwards, and the air hose is buried under the filling concrete inside the waste water pipe; removing a hollow space inside the waste water pipe by extending the air hose; removing the compressed air in the air hose and withdrawing the air hose after the filling concrete is cured.
摘要翻译： 提供了一种将新型水管更换的废水管道浇筑混凝土的方法，通过延伸埋在灌装混凝土下面的空气软管来填充没有空间的废水管道。 将混凝土浇注在用新的水管替代的废水管道中的方法包括以下步骤：将注入软管（165），空气软管（175），钢丝绳（190）连接到废物中的注射单元（200） 水管在混凝土注射方向的相对侧; 当注射单元向前移动时，用砂浆泵产生高压，通过注射软管将填充混凝土（120）注入废水管道中，并将空气软管埋在废水管道内的填充混凝土内; 通过延伸空气软管去除废水管道内的中空空间; 在填充混凝土固化后，取出空气软管中的压缩空气并取出空气软管。
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公开(公告)号：KR1020100000773A
公开(公告)日：2010-01-06
申请号：KR1020080060394
申请日：2008-06-25
申请人： 주식회사 닥터레인
发明人： 김정한
CPC分类号： E03F7/00 , F16L55/1003
摘要： PURPOSE: A closure construction method for waste sewer pipes is provided to close waste sewer pipes by filling the waste sewer pipes with soil or sand and then charging mortar. CONSTITUTION: A closure construction method for waste sewer pipes comprises the steps of: filling a waste sewer pipe from the upstream with a filler such as sand by gradient flow(510), removing moisture from the filler(520), injecting mortar to the upper side of the sewer pipe where the filler is not filled(530), and filling manholes with a filler(540).
摘要翻译： 目的：提供废污水管道的封闭施工方法，通过用污泥或沙子填充废污水管，然后装入砂浆，关闭污水管道。 构成：废污水管道的封闭施工方法包括以下步骤：用上游的填料（如沙子）通过梯度流（510）填充废污水管，从填料（520）中除去水分，将砂浆注入上层 未填充填料的下水管的一侧（530），以及用填料（540）填充人孔。
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公开(公告)号：KR100859901B1
公开(公告)日：2008-09-23
申请号：KR1020070034922
申请日：2007-04-10
申请人： 김용권
发明人： 김용권
CPC分类号： F24D13/022 , F16L53/38 , F16L55/1003 , F16L55/1152 , F24D19/06 , F24D2200/08 , F24D2220/10 , H05B3/44
摘要： A hermetic structure for a hot water pipe having a heating wire therein is provided to prevent the leakage of water through firm coupling with the hot water pipe using a piping unit, and to completely prevent the passage of water by filling a space around a power contact part with a waterproof member, thus preventing the leakage of water and safely protecting the contact part. A hermetic structure for a hot water pipe having a heating wire which is connected to a power line includes a fitting(10), a cap nut(20), and a waterproof member(40). The fitting includes a first threaded part(12) which is provided on one end of the fitting and has a concave part, a second threaded part(14) which is provided on the other end of the fitting, and a fastening part(16) to which the hot water pipe is fastened by a piping nut. The cap nut is fastened to the first threaded part, and the power line(1) passes through the cap nut. A contact part(2) is held in the internal space sealed by coupling the first threaded part with the cap nut. The internal space is filled with the waterproof member.
摘要翻译： 提供一种其中具有加热线的热水管的密封结构，以通过使用管道单元与热水管的牢固连接来防止水的泄漏，并且通过填充电力接触周围的空间来完全防止水的通过 部分具有防水构件，从而防止水的泄漏并安全地保护接触部分。 具有连接到电源线的加热丝的热水管的密封结构包括配件（10），盖螺母（20）和防水构件（40）。 所述配件包括设置在所述配件的一端上并具有凹部的第一螺纹部分（12），设置在所述配件的另一端上的第二螺纹部分（14）和紧固部件（16） 热水管通过管道螺母固定到该管道上。 盖螺母紧固到第一螺纹部分，电源线（1）穿过盖螺母。 接触部分（2）通过将第一螺纹部分与盖螺母联接而保持在密封的内部空间中。 内部空间填充有防水构件。
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公开(公告)号：KR101911920B1
公开(公告)日：2018-10-25
申请号：KR1020170163023
申请日：2017-11-30
申请人： 김대겸
发明人： 김대겸
CPC分类号： F16L55/1003 , E02D29/10 , E02D37/00 , E02D2250/003 , F16L55/18
摘要： 본발명은지중에매설된상태로장기방치된불용관의내부에충진재를공급하여채우는불용관채움공법에관한것으로, 작업구간에대응하는상기불용관의양단부를외부로노출시켜개방시키는공정; 상기불용관의양단부에한 쌍의패커를각각설치하여불용관의양단부를밀폐시키는공정; 상기불용관에충진재를주입하기위한주입관을상기불용관의일측에설치하는공정; 상기불용관내부의물과공기를외부로배출하기위한배출관을설치하는공정; 상기주입관에충진재공급유닛을연결하여상기불용관의내부로충진재를주입하는공정; 상기충진재의주입과정에서상기배출관을개방하여상기불용관내부의물과공기를배출하면서충진재의충진을확인하는공정; 및상기충진재의충진이확인되면상기충진재공급유닛을정지시키고, 상기배출관폐쇄한후 상기주입관을폐쇄하여종료하는공정;을포함한다.
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公开(公告)号：KR1020130110478A
公开(公告)日：2013-10-10
申请号：KR1020120032494
申请日：2012-03-29
申请人： 전미정
CPC分类号： F16L55/1003 , B09B5/00
摘要： PURPOSE: An underground pipe disposal method is provided to stably discard a superannuated underground pipe by injecting a filler mixed with fine sand and water into an underground pipe and preventing the underground pipe from being collapsed by loads. CONSTITUTION: An underground pipe disposal method comprises the following steps: forming a working space with predetermined width and depth on the installation line of superannuated underground pipe (S100); exposing the underground pipe to the working space; forming a working hole by cutting a part of the exposed underground pipe (S200); gradually inserting the discharge end of an injection pipe into the underground pipe using the working hole (S300); operating a filler supply unit and supplying a filler mixed with fine sand and water using the supply end of the injection pipe (S400); stopping the operation of the filler supply unit in the position of the working hole and drawing out the injection pipe using the working hole (S500); and closing the working hole, repeatedly filing the wording space, and discarding the underground pipe (S600). [Reference numerals] (AA) End; (BB) End; (S100) Forming a working space with predetermined width and depth on the installation line of superannuated underground pipe; (S200) Forming a working hole by cutting a part of the exposed underground pipe; (S300) Gradually inserting the discharge end of an injection pipe into the underground pipe using the working hole; (S400) Operating a filler supply unit and supplying a filler mixed with fine sand and water using the supply end of the injection pipe; (S500) Successively transferring the injection pipe along the direction of the working hole and drawing out the injection pipe using the working hole; (S600) Closing the working hole and then repeatedly filing the wording space
摘要翻译： 目的：提供一种地下管道处理方法，通过将与细砂和水混合的填料注入地下管道，防止地下管道被负荷塌陷，从而稳定地丢弃超级地下管道。 构成：地下管道处理方法包括以下步骤：在超级地下管道安装线上形成预定宽度和深度的工作空间（S100）; 将地下管道暴露在工作空间内; 通过切割暴露的地下管道的一部分来形成工作孔（S200）; 使用工作孔逐渐将注射管的排出端插入地下管道（S300）中; 操作填料供应单元，并使用注射管的供应端供应与细砂和水混合的填料（S400）; 停止加料供给单元在工作孔的位置的操作，并使用工作孔拉出注入管（S500）。 关闭工作孔，反复提交文字空间，丢弃地下管道（S600）。 （附图标记）（AA）结束; （BB）结束; （S100）在超级地下管道安装线上形成预定宽度和深度的工作空间; （S200）通过切割暴露的地下管道的一部分形成工作孔; （S300）使用工作孔将喷射管的排出端部逐渐插入地下管道中; （S400）使用注射管的供给端操作填料供给单元，并且供给与细砂和水混合的填料; （S500）沿着工作孔的方向连续地输送喷射管，并使用工作孔拉出喷射管; （S600）关闭工作孔，然后反复提交措辞
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公开(公告)号：KR1020090098529A
公开(公告)日：2009-09-17
申请号：KR1020080023976
申请日：2008-03-14
申请人： 오세천
发明人： 오세천
CPC分类号： F24D13/022 , F16L53/38 , F16L55/1003 , F16L55/115 , F24D19/06 , F24D2200/08 , F24D2220/10 , H05B3/48
摘要： An end sealing structure of an electric heating pipe and an electric heating pipe system are provided to prevent water leakage and to prevent the heat of the electric heating wire from being applied to the worm water pipe. An end sealing structure of an electric heating pipe(100) comprises electric heating wires(110). A thermal medium is filled in the electric heating wire. The electric heating wire is heated when the electric power source is supplied through a electric wire(120). In the inner end of the warm water pipe, a connection portion(110a) where the end of the electric heating wire and end of the electric wire are electrically connected is formed. In the end of the warm water pipe, a cylindrical first sealing member(140) is inserted. The electric wire penetrates the cylindrical first sealing member. The first sealing member is circular silicon rubber in which a first through-hole is formed in the center thereof. Cladding is formed outside the connection portion.
摘要翻译： 提供电加热管和电加热管系统的端部密封结构，以防止漏水并防止电热丝的热量施加到蜗杆水管。 电加热管（100）的端部密封结构包括电热丝（110）。 热电介质填充在电热丝中。 当电源通过电线（120）供电时，电加热线被加热。 在热水管的内端部形成电气电线的端部与电线的端部电连接的连接部（110a）。 在温水管的末端插入有圆筒形的第一密封件（140）。 电线穿过圆筒形的第一密封构件。 第一密封构件是其中在其中心形成有第一通孔的圆形硅橡胶。 在连接部分的外部形成包层。
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