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公开(公告)号：KR1020080000243A
公开(公告)日：2008-01-02
申请号：KR1020060057880
申请日：2006-06-27
Applicant: 한국건설기술연구원
IPC: E01D19/02 , E01D22/00 , E01D21/00 , E04C3/26 , E01D101/28
CPC classification number: E01D19/02 , E01D21/00 , E01D22/00 , E01D2101/28 , E04C3/26
Abstract: A reinforced soil pier and a bridge construction method using the same are provided to secure constructability and economical efficiency by manufacturing and constructing a pier quickly using a soil body with reinforced tensile resistance against applied load. A reinforced soil pier includes a column body(100) filled with soils(120) prestressed axially to increase tensile resistance by load in a circular pipe(110), and a foundation(200) formed on the lower part of the column body to support the column body. A bridge construction method using a reinforced soil pier comprises the steps of: leveling the ground where a reinforced soil pier is to be constructed and performing pit excavation; forming a foundation by placing concrete in a form for a foundation; installing a circular pipe on the foundation to make the bottom of a circular pipe set to the upper part of the foundation to the appointed height to set a tension member upward; filling up the inside of the circular pipe with soils including sand; installing an upper support plate(140), and forming anchor holes and installing anchorages(141,142) on the upper support plate to make the other end of the upward extended tension member tensed and anchored; installing girders between a pier and an abutment; and installing a bridge slab on the upper side of the girders.
Abstract translation: 提供了一种加固土墩和使用其的桥梁施工方法，通过使用具有增强的抗拉强度抵抗施加载荷的土体快速制造和建造码头来确保构造性和经济性。 加固的土墩包括柱体（100），其填充有轴向预应力的土体（120），以通过在圆管（110）中的负载增加抗拉性;以及基座（200），其形成在柱体的下部以支撑 柱体。 使用加固土墩的桥梁施工方法包括以下步骤：对施工加固墩墩的地面进行平整，进行挖坑; 通过将混凝土置于基础的形式中形成基础; 在基础上安装圆形管，使底部的圆形管设置在基座的上部至指定高度，以将张力构件向上设置; 用沙子填充圆管内部; 安装上支撑板（140），并且在上支撑板上形成锚定孔和安装锚固件（141,142），以使向上延伸的张紧构件的另一端张紧和固定; 在码头和基台之间安装桁材; 并在大梁的上侧安装桥梁板。
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公开(公告)号：KR1020070083380A
公开(公告)日：2007-08-24
申请号：KR1020060016676
申请日：2006-02-21
Applicant: 한국건설기술연구원 , 주식회사 한진중공업
IPC: E02D29/02
CPC classification number: E02D29/0241 , E02D2300/0084 , E02D2300/0085
Abstract: A geobag block using recycled aggregates in a gravity retaining wall system and a method for constructing the gravity retaining wall system by using geobag are provided to recycle construction wastes by employing recycled aggregates for the gravity retaining wall. A geobag block(2) has a hexahedron shape and a volume above 1 cubic meters. The geobag block(2) includes polypropylene. The friction angle of geobag blocks(2) is in the range of 45 degrees to 60 degrees. Recycled aggregates (waste concrete + waste ASCON)(3), having the maximum diameter of 100mm, are filled in the geobag block. A retaining wall having the height of 5mm or less is constructed by employing a recycled aggregate having particle size of 40mm or less and a friction angle in the range of 45 degrees to 60 degrees.
Abstract translation: 在重力挡墙系统中使用再循环骨料的地质袋块和通过使用地质袋来构造重力挡土墙系统的方法被提供以通过使用用于重力挡土墙的再循环骨料来回收施工废料。 地质袋块（2）具有六面体形状，体积高于1立方米。 地垫袋（2）包括聚丙烯。 地质袋块（2）的摩擦角在45度至60度的范围内。 最大直径为100mm的回收骨料（废混凝土+废物ASCON）（3）填充在地质袋块中。 通过采用粒径为40mm以下的摩擦角和45度〜60度的摩擦角的回收骨料构成高度为5mm以下的挡土墙。
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公开(公告)号：KR100671289B1
公开(公告)日：2007-01-19
申请号：KR1020050094742
申请日：2005-10-10
Applicant: 한국건설기술연구원
CPC classification number: E02B8/06 , E01F5/005 , E02B3/12 , E02B7/20 , E05Y2900/40
Abstract: A method for preventing collapse of an embankment by using a culvert concrete sleeve is provided to protect the embankment against flood by guiding a subsidence interface from a boundary of an inner soil body and an outer soil body. A culvert(100) is supported by a pile foundation(140), and the width of a lower plate of the culvert is expanded to increase the width(B2) of an inner soil body(120). An outer soil body(130) is contacted to the inner soil body, and a new subsidence interface(B) is formed by moving the subsidence interface from a concrete side wall into the outer soil body. Shear strength of the new subsidence interface is increased by engaging the inner soil body with the outer soil body, and earth is compacted by moving the outer soil body from a side wall(110) of the culvert. The collapse of an embankment is prevented by restricting subsidence of the outer soil body or the inner soil body. A sleeve(200) is installed to be projected horizontally from both side walls, and manufactured with the culvert or by using mechanical attachment using an anchor bolt.
Abstract translation: 提供一种通过使用涵洞混凝土套筒来防止堤坝塌方的方法，以通过从内土体和外土体的边界引导沉降界面来保护堤防免于洪水。 涵洞（100）由桩基（140）支撑，并且涵洞的下板的宽度膨胀以增加内土体（120）的宽度（B2）。 外部土体（130）与内部土体接触，并且通过将沉降界面从混凝土侧壁移动到外部土体中而形成新的沉降界面（B）。 通过使内部土体与外部土体接合来增加新的沉降界面的剪切强度，并且通过从涵洞的侧壁（110）移动外部土体来压实土壤。 通过限制外部土体或内部土体的沉降来防止堤坝的倒塌。 套筒（200）被安装成从两个侧壁水平地突出，并用夹具制造或者通过使用锚定螺栓的机械附件来制造。
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公开(公告)号：KR1020020015872A
公开(公告)日：2002-03-02
申请号：KR1020000049002
申请日：2000-08-23
Applicant: 한국건설기술연구원 , 주식회사 한진중공업
IPC: E02B11/00
Abstract: PURPOSE: Provided is a block for drain formed by using EPS(expanded polystyrene), which is light and has excellent draining ability and dust-absorption and can protect construction. CONSTITUTION: The block for drain comprises: a main body(20) forming a plurality of grooves(21) on the front thereof and traverse drain holes(22) formed from the grooves(21) to the backside; nonwoven fabrics(28) inserted in the grooves(21) of the main body(20); a longitudinal drain hole(23) pierced from the top to the bottom of the main body(20) and connected with the traverse drain holes(22); a projection part(24) containing the open hole of the longitudinal drain hole(23), which is projected upward on the top of the main body(20); a concave part(25) in which the projection part(24) is inserted, which contains the open hole of the longitudinal drain hole(23) and formed on the bottom of the main body(20). The main bodies(20) are installed by being arranged sequentially.
Abstract translation: 目的：提供使用EPS（发泡聚苯乙烯）形成的排水块，具有优异的排水能力和吸尘性，可以保护结构。 构成：用于排水的块体包括：主体（20），其前面形成有多个槽（21），并且横向从槽（21）形成的排出孔（22）到后侧; 插入主体（20）的凹槽（21）中的非织造织物（28）; 从主体（20）的顶部到底部穿透并与横向排放孔（22）连接的纵向排水孔（23）; 容纳所述纵向排水孔（23）的开放孔的凸出部分（24），其在所述主体（20）的顶部向上突出; 其中插入有突出部分（24）的凹入部分（25），其包含纵向排放孔（23）的开放孔并且形成在主体（20）的底部上。 主体（20）依次布置安装。
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Patent Agency Ranking
公开(公告)号：KR101790962B1
公开(公告)日：2017-10-30
申请号：KR1020170038547
申请日：2017-03-27
IPC: E02B3/10
Abstract: 본발명은하천홍수시 제방의곡선구간에설치할수 있고, 수변시설관리기관및 지자체가홍수재해에대해신속하게대응하여인명과재산피해를방지하거나저감시킬수 있는하천제방곡선구간월류응급방어차수막구조및 설치방법에관한것이다. 본발명은, 물이범람하는것을방지하기위해지면에세워지도록설치하되측방으로서로연결되는복수개의차수막(10); 상기차수막의뒷면에각각연결되는버팀대(20); 및상기차수막의후방하부의지면에설치되며상기차수막의하부및 상기버팀대와체결되어상기차수막을지지하는외부지지대(30); 를포함하고, 상기차수막(10)의일 측과타 측에는이웃하는차수막끼리연결할수 있는차수막연결부(12)를구비하고, 상기버팀대(20)는상기차수막뒷면에위치한버팀대결합장치(14)에회동가능하게결합되며, 상기외부지지대(30)의전방에는이웃하는외부지지대들을상호연결하는외부지지대연결부(32)가마련되는것을특징으로하는하천제방곡선구간월류응급방어차수막구조및 설치방법을제공한다.
Abstract translation: 本发明可安装在河流洪水中岸边的弯曲部分，可安装在河岸弯曲部分，河岸紧急弯曲屏障结构 和安装方法。 本发明涉及一种水处理系统，包括：多个集水膜（10），其安装在地面上以防止水溢出，所述水收集膜横向地相互连接; 支撑件（20），分别连接到占位膜的背面; 和用于支撑安装到地面chasumak的后部下部的chasumak外支撑（30）被紧固和下和一对chasumak的; 并且其中chasumak 10 uiil侧和chasumak连接12，其可邻近另一侧之间连接chasumak，和一对20中，能够转动位于所述chasumak背面的一对连结装置14的 耦合，并且提供了前面的河岸弯曲溢出紧急防御chasumak结构及安装方法有互连相关到外支架（30）的附近的外部支撑在支撑连接部（32）外窑。
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公开(公告)号：KR101665324B1
公开(公告)日：2016-10-12
申请号：KR1020160036790
申请日：2016-03-28
Applicant: 한국건설기술연구원
CPC classification number: Y02A10/46
Abstract: 본발명은홍수재난대응을위한통합방법및 시스템에관한것으로서, 더욱상세하게는, 홍수재난등의상황에있어필요로하는데이터베이스를구축하고, 이에의한시설물, 제방등을미리평가하고, 흉수의가시화를위하여 3차원으로미리정보를생성하고, 생성된정보를신속하게제공하기위하여빠를정보확산을가능하며, 효율적인 3차원 GIS 공간분석을수행하여그에따른홍수시율레이션이가능하여, 홍수재난발생전 수집된다양한데이터를구축및 표준화를통해데이터표준화및 확장성을충분히고려할수 있으며, 사용용이성이증가할수 있고, 기존의시스템과신규시스템의연결이용이하지않아서발생하는문제를절감할 수있으며, 신규데이터를수집하거나재가공할시, 레거시데이터를관리함에있어서도편리할수 있고, 시스템이나신규모듈등의구축이있을시, 이를병합하거나유기적으로연결하기에용이할수 있고, 신규시스템이나신규모듈등의구축이있을시, 이를병합하거나유기적으로연결하기에용이하므로기존시스템을유지보수하기에편리하며, 유관기관의측면에서는시스템을활용할때 매뉴얼변경등의불편한사항이줄어들기때문에업무수행이용이할수 있게하는홍수재난대응을위한통합방법및 시스템에관한것이다.
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公开(公告)号：KR100894438B1
公开(公告)日：2009-04-22
申请号：KR1020060016676
申请日：2006-02-21
Applicant: 한국건설기술연구원 , 주식회사 한진중공업
IPC: E02D29/02
Abstract: 본 발명은 순환골재를 이용한 중력식 옹벽용 지오백 블록 및 이에 의한 중력식 옹벽의 시공방법에 관한 것으로 지오백 블록에 의하여 축조되는 중력식 옹벽의 높이는 5~12m이고, 지오백 블록은 지오백과, 그리고 최대입경이 100mm를 초과하지 않으면서 최대40mm를 기본으로 한 혼합골재를 지오백에 충진시킨 블록이다. 지오백은 폴리프로필렌(polypropylene, PP)의 재질된 직포형태이고 그 형상은 육면체이다. 그 체적은 대체로 1m
3 이다. 지오백과 지오백간의 마찰각은 25~32°를 갖는다.
지오백 블록의 배부름현상을 방지하기 위하여 보강밴드로 보강하였고 그 재질은 고밀도 폴리에틸렌(HDPE)이다.
40mm 혼합골재의 입도의 범위는 마찰각으로 환산하여 마찰각이 45~60°인 범위를 갖는다.
지오백 블록 전면에는 와이어 메쉬와 식생매트를 부착하여 중력식 옹벽을 친환경적으로 하면서 외관을 미려하게 할 수도 있고 지오백 블록 전면에 보강블록을 쌓으면서 지오 그리드로 보강할 수도 있는 유용한 발명인 것이다.
순환골재, 지오백, 지오백 블록, 보강 밴드, 식생매트-
公开(公告)号：KR100778321B1
公开(公告)日：2007-11-22
申请号：KR1020060057879
申请日：2006-06-27
Applicant: 한국건설기술연구원
CPC classification number: E02B3/12 , E02B3/06 , E02D17/20 , E02D2600/40
Abstract: A geo-textile tube having a water blocking member is provided to effectively construct the geo-textile tube while blocking seawater that penetrates into a breakwater body. A geo-textile tube(200) comprises a water blocking member(100). The geo-textile tube is divided along a longitudinal section thereof by the water blocking member to form two cells. The water blocking member prevents water from penetrating into a breakwater body. The water blocking member is installed at a junction surface of the cells and the junction surface is sealed with a filler. The cell has an inlet(110) for filling inside the cell. The water blocking member includes water blocking walls that are spaced apart from each other. An inlet is installed at a portion of the cell where the water blocking walls are installed. A non-permeable material including cement and mortal is injected into a space formed between the water blocking members.
Abstract translation: 提供具有防水构件的地纺织物管，以有效地构建地纺织物管，同时阻挡穿透防波堤身体的海水。 地纺织物管（200）包括防水构件（100）。 地衣织物管沿着其纵向截面被水阻挡件分开以形成两个电池。 防水构件防止水渗透到防波堤体内。 防水部件安装在电池的接合面上，接合面用填料密封。 电池具有用于填充电池内部的入口（110）。 防水构件包括彼此间隔开的防水壁。 入口安装在电池的安装有防水壁的部分。 将包含水泥和凡士林的不渗透材料注入形成在防水构件之间的空间中。
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公开(公告)号：KR100524462B1
公开(公告)日：2005-11-30
申请号：KR1019980028303
申请日：1998-07-14
IPC: E02B13/00 , E02D29/045 , E02B9/06
Abstract: 본 발명은 지반 및 흙 등을 고르는 준비단계와; 매트 및 잡석을 포설하는 단계와; 매설암거를 설치한 후 성토하는 단계로 이루어진 매설암거 설치 시공에 있어서, 상기 매설암거 설치후 성토하는 단계가 매설암거 측벽에 EPS블록을 포설한 후 성토하는 단계와 슬라브 상단에 EPS블록을 포설한 후 성토하여 지반층과 동일하도록 마무리하는 단계로 이루어지는 것을 특징으로 하는 EPS를 이용한 매설암거의 구축방법에 관한 것으로, 매설암거 상단 및 측벽에 포설된 EPS블록에 인위적으로 압축을 유발하여 작용토압을 주변흙으로 전달시킴으로써 매설암거에 가해지는 수평 및 수직하중을 감소시킬 수 있는 보다 경제적이고 구조적으로 안정한 매설암거의 구축을 달성할 수 있게된다.
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