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21. 实用新型

KR200446445Y1 조립식 옹벽용 식생블럭 有权
标题翻译：块植物
公开(公告)号：KR200446445Y1
公开(公告)日：2009-10-30
申请号：KR2020080017321
申请日：2008-12-30
申请人： 유한회사 동일특수콘크리트
发明人： 염진포
IPC分类号： E02D29/02 , E02D17/18 , E02B3/14 , A01G1/00 , E02D17/20
CPC分类号： E02D29/0225 , A01G22/00 , E02B3/14 , E02D17/18 , E02D17/205
摘要： 본 고안은 상토지, 절개지 등의 보호를 위한 조적식 옹벽용 식생블럭에 관한 것으로서, 더욱 상세하게는 조립식으로 축조된 옹벽이 토압의 압력이나 지반침하로 인해 발생되는 균열 등을 최소화시키기 위하여 블럭 전면부의 후방 양측으로 형성된 날개벽 위로 식생블럭을 안착시킴으로써, 그 구조적인 안정성을 확보할 수 있도록 하고, 또한 전면에 식생용 식물을 심어 자연친화적인 환경을 제공하기 위한 것이다.
그 구성은 다양한 모양이나 무늬를 전면부(10)에 형성하고, 상기 전면부(10)의 양측 후방으로 폭이 좁아지도록 바닥부(20)의 상부 양측으로 날개부(30)(40)를 형성하고, 상기 바닥부(20)와 날개부(30)(40)에 의해 초목류를 식생할 수 있는 식생공간(60)을 형성하고, 또 상기 바닥부(20)와 날개부(30)(40)에는 연결구멍(21)(31)(41)을 천공하여 식생공간(60)을 구성한 조립식 옹벽용 식생블럭에 있어서,
상기 전면부(10)는 중앙부(11)를 중심으로 양측에 경사지게 경사면(12)을 형성하고, 상기 경사면(12)의 후방으로 날개부(30)(40)를 서로 대향하여 형성하고, 상기 날개부(30)(40)는 각각 삽입구(32)와 돌기부(42)가 부가된 평행면(301)(401)의 단부 내측으로 경사지게 경사면(302)(402)이 형성되게 하고, 또 상기 경사면(302)(402)에 의해 후방으로 개구부(50)가 형성되도록 구성한 것을 특징으로 하는 조립식 옹벽용 식생블럭을 제공한다.
식생블럭, 초목류, 날개부

22. 发明公开

KR1020090107347A 보강토옹벽 구조 및 그 설치방법 失效
标题翻译：加固地板保持墙的结构及其构造方法
公开(公告)号：KR1020090107347A
公开(公告)日：2009-10-13
申请号：KR1020080032817
申请日：2008-04-08
申请人： 주식회사 아리울종합건설
发明人： 김대인
IPC分类号： E02D29/02 , E02D17/18 , E02D17/20
CPC分类号： E02D29/02 , E02D17/18 , E02D17/20 , E02D29/0233
摘要： PURPOSE: A reinforced soil retaining wall structure and an installation method thereof are provided to perform the construction of a retaining wall and maintain the stability of a rock slope by minimizing the cutting amount of the rock. CONSTITUTION: A reinforced soil retaining wall structure comprises a rock pedestal, a reinforced concrete wall(20), a rock volt(40) with strained both ends, a front finishing blocking layer(50), and a clod(90). The rock pedestal is positioned at the bottom of a rock cut-slope. The rock pedestal has a vertical plane by the lining of a reinforcing rod concrete. The reinforced concrete wall is vertically installed to be contacted with the vertical plane of the rock pedestal. The rock volt with the strained both ends is inserted into a plurality of horizontal holes(30). The front finishing blocking layer is laminated on the reinforced concrete wall. The cold fills between the front finishing blocking layer and the rock cut-slope.
摘要翻译：目的：提供一种加固挡土墙结构及其安装方法，以通过最小化岩石的切割量来实现挡土墙的施工并保持岩石边坡的稳定性。构成：一种加固的挡土墙结构，包括岩石基座，钢筋混凝土墙（20），两端应变的岩石伏特（40），前整理阻挡层（50）和泥土（90）。岩石基座位于岩石斜坡的底部。岩石基座通过钢筋混凝土的衬里具有垂直平面。钢筋混凝土墙垂直安装，与岩石基座的垂直平面接触。具有应变两端的岩石伏特被插入多个水平孔（30）中。前整理阻挡层层压在钢筋混凝土墙上。前端整理阻挡层和岩石边坡之间的冷填充。

23. 发明公开

KR1020090103097A 옹벽 축조용 블록 无效
标题翻译：用于构建乳房壁的块
公开(公告)号：KR1020090103097A
公开(公告)日：2009-10-01
申请号：KR1020080028468
申请日：2008-03-27
申请人： 케이디티정공 주식회사
发明人： 김성범
IPC分类号： E02D29/02 , E02D17/18 , E02D17/20
CPC分类号： E02D29/02 , E02D17/18 , E02D17/205 , E02D29/0266
摘要： PURPOSE: A block for retaining wall construction is provided to construct a retaining wall adamantly by assembling blocks attachably, and to offer efficient workability of the retaining wall. CONSTITUTION: A block for retaining wall construction includes a first assembly part(2), a second assembly part(3), and a first and a second fastening holes, and a slot. The first assembly part is assembled with blocks adjacent to ends of a body longitudinal direction. The second assembly part is assembled with the first assembly part. The first and the second fastening holes are fixed by a binding pin. The binding pin is inserted into the block. The slot is formed to receive a reinforcing band.
摘要翻译：目的：提供一种用于挡土墙结构的块体，通过组装块来坚固地构造挡土墙，并提供挡土墙的高效的可加工性。构成：用于挡土墙结构的块包括第一组装部分（2），第二组装部分（3）和第一和第二紧固孔以及槽。第一组装部件与身体纵向方向的端部相邻的块组装。第二组装部件与第一组装部件组装在一起。第一和第二紧固孔由装订销固定。装订销插入块中。槽形成为接收加强带。

24. 发明公开

KR20090072522A Waste recycling treatment system 无效
标题翻译：废物回收处理系统
公开(公告)号：KR20090072522A
公开(公告)日：2009-07-02
申请号：KR20070140658
申请日：2007-12-28
申请人： CHUNG ROK ENVIRONMENT RESOURCE
发明人： JO YOUNG MO
IPC分类号： B09B3/00
CPC分类号： B09B3/00 , B01F7/02 , B02C18/06 , B02C2201/06 , B07B1/24 , B09B3/0025 , B09B3/0041 , E02D17/18
摘要： A waste recycling treatment system is provide to recycle waste and sediment generated in a construction site or a plate for business into mounting materials or covering materials in a reclaimed land or a golf course etc. A waste recycling treatment system includes a solidifying agent feed part(10), a waste sediment feed part, a grinding and mixing part(30), and a discharge part(40). The solidifying agent feed part includes a solidifying agent silo(11) and a solidifying agent transfer screw(14). The waste sediment feed part includes an injection hopper and a waste sediment transfer conveyor. The grinding and mixing part includes a housing in which a crushing-and-mixing blade(32) is installed. The discharge part includes a discharge screw(41), a discharge hole(42), and a shipment conveyor(43).
摘要翻译：废物回收处理系统用于将建筑工地或板材中产生的废物和沉积物回收到回填地或高尔夫球场等中的安装材料或覆盖材料。废物回收处理系统包括固化剂进料部分 10），废物沉淀物供给部，研磨混合部（30）和排出部（40）。凝固剂进料部分包括固化剂料仓（11）和固化剂转移螺杆（14）。废弃物进料部分包括一个注射料斗和一个废弃物输送输送机。研磨和混合部分包括其中安装有破碎和混合叶片（32）的壳体。排出部分包括排出螺杆（41），排放孔（42）和装运输送机（43）。

25. 发明公开

KR1020090069480A ＰＣ블록과 스틸파이프에 프리스트레싱을 도입한 안벽 및그 시공방법 有权
标题翻译：预留的幕墙及其施工方法
公开(公告)号：KR1020090069480A
公开(公告)日：2009-07-01
申请号：KR1020070137163
申请日：2007-12-26
申请人： 주식회사 도화엔지니어링
发明人： 허영부
IPC分类号： E02B3/14 , E02D17/18 , E02D29/02 , E02D5/34 , E02D29/045 , E04B2/30
CPC分类号： E02B3/14 , E02D5/34 , E02D17/18 , E02D29/02 , E02D29/045 , E04B2/30
摘要： An inner wall with a prestressed PC block and steel pipe and a construction method thereof are provided to reduce the cross section of the whole inner wall by horizontally and vertically prestressing the inner wall with perpendicular and horizontal tensile members. An inner wall with a prestressed PC block and a steel pipe comprises a foundation(10) which is formed by setting gravel on the floor side, primary and secondary walls(40,41) which are distanced in the width direction of the inner wall on the top of the foundation, a drainage layer(50) which is filled between the primary and secondary walls, a horizontal tensile member(61) which supports the opposite side pressure by the drainage layer, a vertical tensile member(60) which penetrates the primary and secondary walls, and a cover(80) which covers the upper side of the drainage layer and primary and secondary walls.
摘要翻译：提供具有预应力PC块和钢管的内壁及其构造方法，以通过垂直和水平拉伸构件水平和垂直预应力的内壁来减小整个内壁的横截面。具有预应力PC块和钢管的内壁包括通过在地板侧设置砾石而形成的基础（10），在内壁的宽度方向上间隔开的主壁和第二壁（40,41）基础的顶部，填充在第一和第二壁之间的排水层（50），支撑由排水层施加的相对侧压力的水平张紧构件（61），穿过排水层的垂直承载构件（60）主壁和次壁，以及覆盖排水层的上侧和主壁和次壁的盖（80）。

26. 发明授权

KR100859572B1 고 함수비 연약물질 건조장, 건조 방법 및 건조 기기 有权
标题翻译：干燥的干燥方法和用于高含水软质材料的干燥装置
公开(公告)号：KR100859572B1
公开(公告)日：2008-09-22
申请号：KR1020080003631
申请日：2008-01-11
申请人： 주식회사 삼윤이엔씨기술사사무소 , 윤주홍
发明人： 윤주홍
IPC分类号： B09B3/00 , B09B1/00 , F26B3/02 , E02D17/18
CPC分类号： B09B3/0083 , B09B1/00 , E02D17/18 , F26B3/02 , F26B2200/18
摘要： A drying site for high water content soft materials are provided to uniformize the water content of the dried drying object as a whole after drying a drying object, reduce drying operation time to the maximum, and minimize mixing of dried materials with other materials, and a drying method and a drying device for high water content soft materials using the drying site are provided. A drying site(100) for high water content soft materials comprises: a drying part(110) formed as slopes by cutting and mounding earth of the foundation; and a transportation path(120) formed by piling up a mounding material on a projecting face(111) of the drying part such that heavy vehicles pass through the transportation path, wherein the transportation path is formed on the center of the projecting face of the drying part such that an area ratio of the drying part exposed to the air to the transportation path exposed thereto is 2:1. The drying part is formed at both sides of the transportation path, an exposed area of the drying part is the same as that of the transportation path, and the area ratio of the drying part exposed to the air to the transportation path exposed thereto is 2:1 in the block if the drying part including both slopes forming the projecting face is defined as a block(130).
摘要翻译：提供高含水量的软质材料的干燥部位，以使干燥后的干燥物干燥后的整体干燥物体的含水量均匀化，使干燥时间最大化，使干燥后的材料与其他材料的混合最小化，提供干燥方法和使用干燥部位的高含水量软质材料的干燥装置。用于高含水量软质材料的干燥部位（100）包括：干燥部（110），其通过切割并堆积地基而形成为斜面; 以及通过在干燥部的突出面（111）上堆叠堆焊材料形成的输送路径（120），使得重型车辆通过输送路径，其中输送路径形成在使得暴露于空气的干燥部分与暴露于其的运输路径的面积比为2:1。干燥部形成在输送路径的两侧，干燥部的露出区域与输送路径相同，并且暴露于空气的干燥部与暴露于其的输送路径的面积比为2 ：如果包括形成突出面的两个斜面的干燥部被定义为块（130），则在块中。

27. 发明授权

KR100830692B1 간벌재를 이용한 조립식 식생방틀 有权
标题翻译：预制材料使用改性木材
公开(公告)号：KR100830692B1
公开(公告)日：2008-05-20
申请号：KR1020070013421
申请日：2007-02-08
申请人： 대한민국(산림청 국립산림과학원장) , 주식회사 케이씨 리버텍
发明人： 이동흡 , 손동원 , 김외정 , 이명훈
IPC分类号： E02B3/14 , E02D17/18 , E02D29/02 , E02B3/04
CPC分类号： E02B3/14 , E02B3/043 , E02D17/18 , E02D29/025
摘要： A prefabricated vegetation crib using thinned logs is provided to prevent the scour of a river, and to maintain and to improve the habitat for animals and plants. A prefabricated vegetation crib(100) using thinned logs is formed by forming a bottom portion by arranging first timbers(110) located parallel to each other at regular intervals and second timbers(120) arranged parallel to the first logs at right angles, piling up a pair of the first timbers and a pair of the second timbers on the bottom portion by turns to have a space to be filled with stones(200), and inserting a vegetation plate(300) to the lower part of the bottom portion. The first timber and the second timber are manufactured by cutting thinned logs and giving preservative treatment, and the vegetation plate is formed in a lattice as a whole by arranging plural vegetation plate timbers(320) on the lower part at regular intervals and arranging vegetation plate timbers(310) on the vegetation plate timbers in the perpendicular direction at regular intervals, wherein aquatic plants(400) grow up on the vegetation plate to be helpful to vegetation.
摘要翻译：提供使用薄木原木的预制植被床，以防止河流冲刷，并保持和改善动植物栖息地。通过以规则的间隔布置彼此平行定位的第一木材（110）并以平行于第一原木的方式直角布置的第二木材（120）形成底部部分，形成使用薄木材的预制植被床（100）一对第一木材和一对第二木材在底部上依次具有用石头填充的空间（200），并且将植被板（300）插入底部的下部。第一木材和第二木材是通过切割变薄的原木并进行防腐处理而制造的，并且植物板通过以规则的间隔在下部布置多个植物板木材（320）而整体形成为格子，并且布置植被板植物板上的木材（310）以规则的间隔垂直方向木材，其中水生植物（400）在植被板上长大以有助于植被。

28. 发明授权

KR100830154B1 유전자 알고리즘을 이용한 성토재하 설계방법 有权
标题翻译：使用遗传算法的土体承载荷载设计方法
公开(公告)号：KR100830154B1
公开(公告)日：2008-05-20
申请号：KR1020060116412
申请日：2006-11-23
申请人： 삼성물산 주식회사
发明人： 박현일 , 황대진 , 김윤태
IPC分类号： E02D3/02 , E02D3/00 , E02D17/18
CPC分类号： E02D3/02 , E02D3/00 , E02D17/18
摘要： A design method of embankment loading using genetic algorithm is provided to set up an embankment loading/removal process suitable to design conditions by estimating design properties of the soft ground with back analysis upon genetic algorithm from settlement data measured at the early stage of embankment loading, and to apply to the multilayered soft ground. A design method of embankment loading using genetic algorithm comprises the steps of: making an initial group representing as an association of design factors related to the settlement of the soft ground on the basis of settlement data at the early stage of embankment loading(S11); after selecting an individual from the initial group and crossbreeding, making mutation and searching the optimum association of design factors(S13); making an initial group representing as an association of design factors related to the embankment loading design on the basis of the settlement data at the early stage of embankment loading(S21); and applying each individual of the initial group to an analytic program for the consolidation settlement of the soft ground using a design variable related to the settlement as an input variable, and checking whether to satisfy design conditions or not(S22).
摘要翻译：提供了一种使用遗传算法进行路堤装载的设计方法，通过遗传算法对路基加载初期测量的沉降数据进行回归分析，软土地基设计性质，设计适合设计条件的路堤装卸工艺，并适用于多层软土地。使用遗传算法进行路堤装载的设计方法包括以下步骤：根据路基加载初期的沉降数据，将初始组表示为与软土沉降相关的设计因素的关联（S11）; 选择初始组和杂交后的个体，进行突变并搜索设计因子的最佳关联（S13）; 根据堤岸装载初期的沉降数据，建立一个初始组，代表与堤坝装载设计相关的设计因素协会（S21）; 并使用与该结算相关的设计变量作为输入变量，并且检查是否满足设计条件，将初始组中的每个个体应用于软地面的合并结算的分析程序（S22）。

29. 发明授权

KR100768351B1 녹화 보강토 옹벽 및 사면의 시공방법 失效
标题翻译：加固土墙和斜坡的施工方法
公开(公告)号：KR100768351B1
公开(公告)日：2007-10-18
申请号：KR1020060063629
申请日：2006-07-06
申请人： 강석조
发明人： 강석조
IPC分类号： E02D29/02 , E02D17/20 , E02D17/18
CPC分类号： E02D29/02 , E02D17/18 , E02D17/20 , E02D17/202 , E02D17/205 , E02D29/0208 , E02D29/0233 , E02D29/025 , E02D29/0283
摘要： A method for constructing a greening reinforced earth retaining wall and a slope is provided to construct the greening slope firmly and easily by forming a planting soil layer with soil sacks, and to improve the stability by supporting the front of the slope with stainless steel wires. A base ground is compacted(S10), and a support frame is installed on the compacted base ground(S20). A reinforcing member made of nonwoven fabric or geo-grid is mounted on a bottom support part and the base ground(S30). A soil sack is filled with earth, and mounted in the rear part of the support frame(S40). A support mat made of geo-textile is mounted to prevent outflow of earth and sand(S50). A banking area is formed by filling and compacting the back of the support frame(S60), and the extension part of the soil sack and the end of the support mat are arranged on the banking area(S70). Anchor fiber of the extension part and the end of the support mat are fastened to the banking area(S80), and the support frame is pulled forward and removed(S90).
摘要翻译：提供了一种绿化增强土挡土墙和斜坡的施工方法，通过形成具有土壤袋的种植土壤层，并通过用不锈钢丝支撑斜坡的前部来提高稳定性，从而牢固，容易地构建绿化坡。底座被压实（S10），支撑架安装在压实的基座上（S20）。由无纺布或地质栅格制成的加强构件安装在底部支撑部分和底部基座上（S30）。土袋装有地球，并安装在支撑架的后部（S40）。安装由地纺织物制成的支撑垫，以防止泥沙流出（S50）。通过填充和压实支撑框架的背部形成银行区域（S60），并且将土层的延伸部分和支撑垫的末端布置在银行区域（S70）上。延伸部分的锚定纤维和支撑垫的端部紧固到银行区域（S80），并且支撑框架被向前拉和移除（S90）。

30. 发明授权

KR100765347B1 보강토 옹벽 구조 失效
标题翻译：加固墙体结构
公开(公告)号：KR100765347B1
公开(公告)日：2007-10-09
申请号：KR1020060070755
申请日：2006-07-27
申请人： 구마가이 야와라
发明人： 구마가이야와라
IPC分类号： E02D29/02 , E02D17/18 , E02D17/20
CPC分类号： E02D29/02 , E02D17/18 , E02D17/205 , E02D29/0233 , E02D29/0241 , E02D29/025 , E02D29/0283
摘要： A retaining wall structure for reinforced ground is provided to assemble a reinforced soil retaining wall easily, and to obtain flexibility of the retaining wall by allowing the retaining wall members to be slightly moved to the front and rear sides. A reinforced soil retaining wall member(1) has projection parts(131) and cut parts(132). The cut parts or the projections parts of the adjacent reinforced soil retaining wall members are engaged with each other to form a retaining wall. The thickness of the projection is less than the groove width of the cut part to form a gap between the projection and the cut part which are coupled with each other. The retaining wall members are fixed by metal coupling members(2). The reinforced soil retaining wall is allowed to move to the front and rear sides by the gap.
摘要翻译：提供用于加强地面的挡土墙结构，以容易地组装加固的土壤挡土墙，并且通过允许挡土墙构件稍微移动到前侧和后侧来获得挡土墙的挠性。一种加固的挡土墙构件（1）具有突出部分（131）和切割部分（132）。相邻的加固土壤挡土墙构件的切割部分或突起部分彼此接合以形成挡土墙。突起的厚度小于切割部分的凹槽宽度，以形成彼此耦合的突起和切割部分之间的间隙。挡土墙构件由金属联接构件（2）固定。加固挡土墙允许通过间隙移动到前侧和后侧。

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