公开(公告)号：KR1020120082215A

公开(公告)日：2012-07-23

申请号：KR1020110003592

申请日：2011-01-13

Applicant: 주식회사 대광이엔지 ,  배성도 ,  이정락

Inventor： 이정락 ,  배성도

IPC: E01C11/14 ,  E01C11/02 ,  E04B1/68

CPC classification number: E01C11/14 ,  E01C11/04 ,  E01C2201/167

Abstract: PURPOSE: A fixing device for a dowel bar and a construction method of an expansion joint using the same are provided to prevent mortar from flowing into a dowel bar cap by strongly tightening a dowel bar to the side part of a mortar cutoff plate. CONSTITUTION: A fixing device for a dowel bar comprises a dowel bar(100) and a dowel bar cap. The dowel bar is inserted into the dowel bar cap. A mortar cutoff and fixing device is installed on the dowel bar cap. The dowel bar cap is coupled to a concrete protection pipe. A dowel bar cap fixing device is coupled to the horizontal end of the concrete protection pipe.

Abstract translation: 目的：提供一种用于榫钉杆的固定装置和使用其的膨胀接头的构造方法，以通过将榫钉杆强烈地紧固到砂浆切割板的侧部来防止砂浆流入定位销盖。 构成：定位杆的固定装置包括定位杆（100）和定位杆盖。 定位杆插入定位杆盖。 砂浆切割和固定装置安装在定位杆盖上。 定位销盖连接到混凝土保护管。 定子杆盖固定装置连接到混凝土保护管的水平端。

公开(公告)号：KR100967180B1

公开(公告)日：2010-07-05

申请号：KR1020090099376

申请日：2009-10-19

Applicant: 현대엔지니어링 주식회사 ,  한국철도기술연구원

Inventor： 윤희택 ,  박영곤 ,  목재균 ,  배을호 ,  김량균 ,  이용기 ,  김경만

IPC: E01C5/06 ,  E01C23/10

CPC classification number: E01C15/00 ,  E01C5/003 ,  E01C5/06 ,  E01C2201/16 ,  E01C2201/167 ,  E01C5/065 ,  E01C23/10

Abstract: PURPOSE: A precast concrete panel for pavement, a paving method and a pavement repair method using a lifting bag are provided to enable easy and accurate leveling based on exact data. CONSTITUTION: A precast concrete panel(100) for pavement comprises a fixing member(120), a fixing slot(130) and a chamfer(140). The fixing member is projected lengthwise along an edge of a concrete body(110). The fixing slot is formed in the opposite edge of the concrete body and coupled with the fixing member of the adjacent panel. The chamfer is formed on the lower surface of the concrete body, in which a height adjustment device(150) is installed.

Abstract translation: 目的：提供一种用于路面的预制混凝土面板，铺路方法和使用提升袋的路面修复方法，以便根据精确数据进行简单和准确的流平。 构成：用于路面的预制混凝土面板（100）包括固定构件（120），固定槽（130）和倒角（140）。 固定构件沿着混凝土体（110）的边缘纵向突出。 固定槽形成在混凝土主体的相对边缘并与相邻板的固定构件联接。 倒角形成在混凝土主体的下表面上，其中安装有高度调节装置（150）。

公开(公告)号：KR1020050019161A

公开(公告)日：2005-03-03

申请号：KR1020030056766

申请日：2003-08-18

Applicant: 주식회사 삼양홀딩스

Inventor： 최세환 ,  조성호 ,  차동환 ,  윤광중

IPC: B29D28/00

CPC classification number: D03D1/00 ,  D03D15/0011 ,  D06M15/19 ,  D10B2505/204 ,  E01C1/005 ,  E01C11/18 ,  E01C2201/167

Abstract: PURPOSE: A geotextile grid for reinforcing and repairing asphalt and concrete pavements is provided to effectively inhibit plastic deformation and reflective cracking of asphalt and concrete pavements and have excellent adhesion to pavement surface. CONSTITUTION: The geotextile grid for reinforcing and repairing asphalt and concrete pavements is manufactured by a process comprising the steps of: (a) supplying glass fiber roving yarn from a creel(1) to a weaver(2) with constant tension by a rotation of a delivery beam(3), an automatic tension controller; (b) weaving a geogrid by crossing a rib of 2-4 warp glass fiber roving yarns and a rib of 1-4 weft glass fiber roving yarns in a lattice, and simultaneously tying the intersection of the warp roving yarns and the weft roving yarns in a leno weave; (c) coating the both sides of the geogrid with coatings; and (d) applying a polymer adhesive to the one side of the coated geogrid.

Abstract translation: 目的：提供用于加固和修复沥青混凝土路面的土工格栅，有效抑制沥青和混凝土路面的塑性变形和反射裂缝，并具有优异的路面附着性。 构成：用于加强和修复沥青和混凝土路面的土工织物网格通过以下步骤制造，该方法包括以下步骤：（a）将玻璃纤维粗纱从纱架（1）以恒定张力供给织带机（2），旋转 输送梁（3），自动张力控制器; （b）通过将2-4根经纱玻璃纤维粗纱和1-4根纬纱玻璃纤维粗纱的肋条以格子交叉，编织土工格栅，同时将经纱粗纱和纬纱纱线交叉 在纱罗编织; （c）涂覆土工格栅的两面; 和（d）将聚合物粘合剂施加到涂覆的土工格栅的一侧。

公开(公告)号：KR1020040087144A

公开(公告)日：2004-10-13

申请号：KR1020030021408

申请日：2003-04-04

Applicant: 주식회사 한울

Inventor： 윤정호

IPC: E01C13/00

CPC classification number: E01C13/083 ,  E01C11/16 ,  E01C11/225 ,  E01C13/02 ,  E01C2201/167 ,  E01C2201/20

Abstract: PURPOSE: A grass ground using the auxiliary ground is provided to reduce the differential settlement of a ground, to improve tolerance to traffic injury and drainage efficiency and to make heat insulation and air conditioning possible. CONSTITUTION: The grass ground using the auxiliary ground comprises a pipe(60) placed on the leveled ground and provided with many water holes, an auxiliary ground(40) formed on the ground(30) to fix the base of a pipe, a lawn root support(50) formed on the auxiliary ground and the pipe and mixed with latticed nets(51), and a lawn(100) formed on the upper part of the lawn root support. The pipe(60) is provided with a water supply pipe for supply water, a drainage pipe for draining off water compulsively, and a heat-exchanging pipe for circulating a heat-exchanging fluid for heating up and cooling down the ground.

Abstract translation: 目的：提供使用辅助地面的草地，以减少地面的不均匀沉降，提高交通伤害和排水效率的公差，并使隔热和空调成为可能。 构成：使用辅助地面的草地包括放置在平整地面上并具有许多水孔的管道（60），形成在地面（30）上的辅助地面（40），以固定管道的基部，草坪 形成在辅助地面和管道上并与格子网（51）混合的根部支撑件（50）和形成在草坪根部支撑件上部的草坪（100）。 管（60）设有供水用供水管，强制排水的排水管，以及用于使用于加热和冷却地面的热交换流体循环的热交换管。

公开(公告)号：KR1020010083850A

公开(公告)日：2001-09-03

申请号：KR1020010039764

申请日：2001-07-04

Applicant: 조용성 ,  고서명

Inventor： 조용성 ,  고서명

IPC: E01C7/16

CPC classification number: E01C5/06 ,  E01C5/005 ,  E01C11/18 ,  E01C11/265 ,  E01C2201/14 ,  E01C2201/167

Abstract: PURPOSE: A precast concrete module for paving roads and a road paving method using the precast concrete are provided to pave a road in a built-up type, to endure shear stress from the upside and to remove snow and frost from the road. CONSTITUTION: A precast concrete module(10) contains: a hexahedral body(20) made of concrete; a frame member embedded into the body; and a tensioning steel wire inserting hole(40) vertically penetrated through the body to insert a tensioning steel wire(160). A vertical tensioning steel wire guiding conduit is attached to the tensioning steel wire inserting hole to guide the sliding of the tensioning steel wire. Vertical fitting members(60,60') are formed in the front and the rear side of the body to strengthen tensile combination between modules. A vertical opening(90) for tensioning is formed on the body to expose the tensioning steel wire inserting hole. Then, the precast concrete modules are vertically assembled through the fitting members at a specific interval with a tension releasing member(150) in a recessed portion. After that, the tensioning steel wire is inserted into the tensioning steel wire inserting hole, exposed through the vertical opening and held in a tensioning member(170) using an oil hydraulic tensioning member installation jack. Thus, the precast concrete modules are combined each other in tension.

Abstract translation: 目的：提供一种用于铺路的预制混凝土模块和使用预制混凝土的道路铺路方法，用于铺设成型的道路，以承受上方的剪切应力，并从道路上除去积雪和霜冻。 构成：预制混凝土模块（10）包括：由混凝土制成的六面体（20）; 嵌入身体的框架构件; 和垂直贯穿本体的拉紧钢线插入孔（40），以插入张紧钢丝（160）。 垂直张紧钢丝导引管安装在张紧钢丝插入孔上，引导张紧钢丝的滑动。 垂直配合构件（60,60'）形成在主体的前侧和后侧，以加强模块之间的拉伸组合。 在主体上形成用于张紧的垂直开口（90），以露出张紧的钢丝丝插入孔。 然后，预制混凝土模块通过配合构件以与凹部中的张力释放构件（150）以特定间隔垂直组装。 之后，将张紧钢丝插入张紧钢线插入孔中，通过垂直开口暴露，并使用油压张紧构件安装千斤顶将其保持在张紧构件（170）中。 因此，预制混凝土模块在张力下相互组合。

公开(公告)号：KR1020000063518A

公开(公告)日：2000-11-06

申请号：KR1020000041463

申请日：2000-07-19

Applicant: 주식회사 광국실업 ,  최광철

Inventor： 최광철

IPC: E01C11/22 ,  E02B3/14 ,  E01C5/16

CPC classification number: E01D19/00 ,  E01C5/22 ,  E01C11/221 ,  E01C11/24 ,  E01C2201/167 ,  E01F15/003

Abstract: PURPOSE: A construction block that is reinforced with a metal plate is provided to improve the strength and the durability of abrasion, and reduce the cost of manufacturing, and lengthen the life span of block by preventing the symptoms of senility while the metal plates are united with block. CONSTITUTION: A construction block that is reinforced with a metal plate comprises the steps of; forming a metal mold-frame(10)(12)(20) that is formed in shape of block on the upper part of block; welding an anchor bar(11)(13)(21) to the metal plates(10)(12)(20); and concreting. And in case of need, fixed projections are formed in the metal plate to prevent from slipping, and anchors that are formed in shape of L are added.

Abstract translation: 目的：提供用金属板加固的结构块，以提高磨损的强度和耐久性，降低制造成本，并通过防止金属板结合时的老化症状延长块体的使用寿命 与块。 构成：用金属板加固的结构块包括以下步骤： 形成在块的上部形成块状的金属模架（10）（12）（20）; 将锚杆（11）（13）（21）焊接到金属板（10）（12）（20）上; 和混凝土。 另外，在需要的情况下，在金属板上形成有固定的突起，以防止滑动，并且形成为L形状的锚固件被加入。

公开(公告)号：NO941926A

公开(公告)日：1994-05-24

申请号：NO941926

申请日：1994-05-24

Applicant: SF KOOP GMBH BETON KONZEPTE

Inventor： HAGENAH GERHARD

IPC: E01C5/06 ,  B28B7/00 ,  B28B23/00 ,  B28B23/02 ,  E01C5/08 ,  E01C9/00

CPC classification number: E01C5/08 ,  B28B23/0012 ,  B28B23/022 ,  E01C9/004 ,  E01C2201/167

公开(公告)号：KR1020150120705A

公开(公告)日：2015-10-28

申请号：KR1020140046665

申请日：2014-04-18

Applicant: 박효진

Inventor： 박효진

IPC: E01C11/22

CPC classification number: Y02A30/68 ,  E01C11/221 ,  E01C2201/167 ,  E01F15/0461

Abstract: 본발명은도로경계블록에관한것으로, 더욱상세하게는차도와보도의경계를구분하거나, 인도와절토된법면의경계를구분하도록경계선상에시공되는도로시설물로서, 특히보도와절토된법면에시공되는일명뒷돌인도로경계블록이절토된법면의흙이흘러내려지반이약해짐으로인해, 외압또는자중에의해절토된법면을따라밀리거나기울어지면서보도와틈이발생되는것을방지하는한편, 연이어지면서시공되는도로경계블록의높이를일정하게유지할수 있도록하는도로경계블록에관한것이다.

Abstract translation: 本发明涉及一种道路界面块，更具体地说，涉及一种在边界上构造的道路设施，作为将边坡与人行道或边界分隔开的边界，以将道路与人行道分开。 特别地，本发明涉及一种道路边界块，当作为在切坡和人行道上建造的后石被路面边界块按照或倾斜向切割斜坡倾斜时，可以防止人行道与块之间的间隙。 外部压力或自身的重量，因为斜坡的土壤向下滑动，使地面变薄; 并能均匀地保持连续建设的道路边界块的高度。

公开(公告)号：KR101214857B1

公开(公告)日：2012-12-24

申请号：KR1020120088997

申请日：2012-08-14

Applicant: 주식회사 녹색도시건설

Inventor： 이연수 ,  박한수

IPC: E01C11/16 ,  E01C5/00

CPC classification number: E01C11/16 ,  E01C5/00 ,  E01C5/005 ,  E01C2201/167

Abstract: PURPOSE: A construction structure of a sidewalk block using a geogrid and a construction method of a sidewalk block using the same are provided to prevent the subsidence of sidewalk blocks by improving soil bearing capacity. CONSTITUTION: A construction structure of a sidewalk block using a geogrid comprises a ground layer(10), a sub base layer(20), a geogrid(100), a sand layer(30), sidewalk blocks(40), and boundary blocks(50). The sub base layer is formed on the ground layer. The geogrid is installed on the top of the sub base layer in a mesh shape and has wedge-shaped protrusions. The empty spaces of the geogrid are filled with the sand layer. The sidewalk blocks are installed on the top of the sand layer. The boundary blocks are installed on the edges of a sidewalk.

Abstract translation: 目的：提供使用土工格栅的人行道块体的构造结构和使用该人行道的人行道块的施工方法，以通过提高土体承载力来防止人行道块的沉降。 构成：使用土工格栅的人行道块的构造结构包括接地层（10），子基层（20），土工格栅（100），砂层（30），人行道块（40）和边界块 （50）。 子基层形成在接地层上。 土工格栅以网眼形状安装在子基层的顶部上并且具有楔形突起。 土工格栅的空白处被沙层填满。 人行道块安装在砂层的顶部。 边界块安装在人行道的边缘。

公开(公告)号：KR100847724B1

公开(公告)日：2008-07-23

申请号：KR1020080027011

申请日：2008-03-24

Applicant: (주)삼우아이엠씨

Inventor： 김동호 ,  김기헌 ,  배종오 ,  원문철

IPC: E01C7/14 ,  E01C7/16 ,  E01C11/18 ,  E01C11/20

CPC classification number: E01C7/14 ,  E01C7/16 ,  E01C11/18 ,  E01C11/20 ,  E01C2201/167

Abstract: A transverse prestressed concrete pavement method of a road is provided to make construction simple by prestressing a concrete pavement of a general road in the transverse direction, and installing a first tendon and placing concrete per each lane and connecting with a second tendon of the next lane using a coupler, and to extend the service life of a concrete pavement and to exclude the necessity of maintenance work by preventing the formation of cracks and preventing a vertical joint from being damaged and widened. A transverse prestressed concrete pavement method of a road comprises the steps of: installing a first tendon(20a) in a part for concrete pavement to construct a concrete slab(10a) to one lane of a road; paving concrete to a part for concrete pavement; installing a second tendon(20b) to a part for concrete pavement in the transverse direction to construct a concrete slab(10b) to the next lane, and connecting one end of the second tendon and the one end of the first tendon using a coupler(40); and placing concrete to a part for concrete pavement.

Abstract translation: 提供了一种道路横向预应力混凝土路面方法，通过在一般道路的横向预应力混凝土路面上进行施工简单化，并在每个车道上安装第一根钢筋和混凝土，并与下一车道的第二根钢筋连接 使用联轴器，并延长混凝土路面的使用寿命，并通过防止形成裂缝和防止垂直接头受损和加宽而排除维护工作的必要性。 道路的横向预应力混凝土路面方法包括以下步骤：在混凝土路面的一部分中安装第一腱（20a），以在道路的一条车道上构造混凝土板（10a） 将混凝土铺设到混凝土路面的一部分; 将第二腱（20b）安装在横向上用于混凝土路面的部件上，以构造到下一个车道的混凝土板（10b），并且使用联接器连接第二腱的一端和第一腱的一端 40）; 并将混凝土置于混凝土路面的一部分。