公开(公告)号：KR200391060Y1

公开(公告)日：2005-07-29

申请号：KR2020050012822

申请日：2005-05-07

Applicant: 유병로

Inventor： 유병로

IPC: E01C5/00

CPC classification number: E01C11/225 ,  E01C2201/202

Abstract: 본 고안은 도시의 도로 및 공원 등지의 바닦에 블록 이나 콘크리트를 사용하여 지표면을 포장하는 포장재에 관한 것으로, 더욱 자세히는 투수성이 우수한 폐 콘크리트를 접착액을 이용해 응집시키고, 이를 관통하는 다공성 플라스틱을 구비하여 상기 다공성 플라스틱에 강우가 저류되는 투수성 저류 블럭에 관한 것으로, 투수성재료를 사용하여 형성된 본체와 상기 본체 내부에 우수가 일정량 저류되도록 형성된 저류형 공간과, 상기 저류형 공간은 상기 본체를 주물 성형하여 내부 빈 공간을 형성시키거나, 다수의 투과홀을 지닌 다공성 플라스틱관 또는 망목형 철망을 상기 본체내부로 삽입시켜 구비된 것이며, 상기 본체와 상기 다공성 플라스틱관은 폐 플라스틱 및 폐 콘크리트 등 재활용재를 사용하고, 상기 저류형 공간은 각각의 블록의 결합시 서� � 연결되어 내부의 저류된 우수가 서로 유동될 수 있게 된 것을 특징으로 한다.

公开(公告)号：KR1020030060088A

公开(公告)日：2003-07-12

申请号：KR1020030028355

申请日：2003-05-02

Applicant: 권순일

Inventor： 권순일

IPC: E01C13/00

CPC classification number: E02B11/005 ,  E01C3/006 ,  E01C13/083 ,  E01C2201/14 ,  E01C2201/202

Abstract: PURPOSE: A puzzle type drain planking is provided to shorten the time and cost of construction by a simple and quick installation without the aid of heavy equipment. CONSTITUTION: The process of constructing puzzle type drain planking(10) in a lawn ground is composed of: leveling the ground; installing puzzle type drain planking and constructing waterways(20); applying drain textures(80) on to the drain planking; laying rubbles(70) on the waterway; laying earth and sand(60) on the rubbles; transplanting lawns(40) to the earth and sand layer. The drain planking is made by molded plastic and is needed to be strong enough to resist loads against the drain texture, the rubble layer, the earth and sand layer and the lawn layer.

Abstract translation: 目的：提供拼图式排水板，通过简单快速的安装，无需重型设备即可缩短施工时间和成本。 构成：在草地上构建拼图式排水板（10）的过程包括：平整地面; 安装拼图式排水板和施工水道（20）; 将排水纹理（80）施加到排水板上; 在水路上铺设橡木（70） 将泥土（60）放在瓦砾上; 将草坪（40）移植到泥沙层。 排水板由模制塑料制成，需要足够强大以抵抗排水结构，瓦砾层，砂土层和草坪层的负荷。

公开(公告)号：TR9900478T2

公开(公告)日：1999-07-21

申请号：TR9900478

申请日：1997-09-02

Applicant: GERHARD FLEISCHHACKER

Inventor： FLEISCHHACKER GERHARD

IPC: E01C11/22 ,  E03F1/00 ,  E03F5/06

CPC classification number: E03F5/0404 ,  E01C11/225 ,  E01C2201/202 ,  E03F1/00 ,  E03F5/06

公开(公告)号：NO991029A

公开(公告)日：1999-04-22

申请号：NO991029

申请日：1999-03-02

Applicant: FLEISCHHACKER GERHARD

Inventor： FLEISCHHACKER GERHARD

IPC: E01C11/22 ,  E03F1/00 ,  E03F5/06

CPC classification number: E03F5/0404 ,  E01C11/225 ,  E01C2201/202 ,  E03F1/00 ,  E03F5/06

公开(公告)号：ZA9604190B

公开(公告)日：1996-12-04

申请号：ZA9604190

申请日：1996-05-24

Applicant: SCHEIWILLER ROLF

Inventor： SCHEIWILLER ROLF

IPC: E01C11/22 ,  E01C

CPC classification number: E01C11/225 ,  E01C2201/02 ,  E01C2201/202 ,  E01C2201/207 ,  Y02A10/395

Abstract: A moulded block (1) is proposed with water channels (11) below the top surface (2) for draining the latter. The aim is to make the periodic cleaning of these water channels necessitated by dirt deposition less frequent or unnecessary . This is done by providing at least one dirt retaining groove (5, 6) with at least one lateral overflow threshold (9, 10).

公开(公告)号：KR101498512B1

公开(公告)日：2015-03-04

申请号：KR1020140118460

申请日：2014-09-05

Applicant: (유)이지스건설 ,  주식회사 이지스이엔씨

Inventor： 박운용 ,  김민성

IPC: E01C11/22 ,  E01C11/02 ,  E01D19/06 ,  E01D19/08

CPC classification number: E01C11/225 ,  E01C11/02 ,  E01C2201/202 ,  E01D19/06 ,  E01D19/086

Abstract: 본 발명은 콘크리트 구조물 상면에 도막방수를 하여 시공하는 지하차도와 교량의 무조인트 신축이음구조에서, 액상의 도막방수액이 콘크리트 구조물 상면에 형성된 배수관 삽입홈을 메우지 않도록 하여 배수관 삽입홈에 배수관을 삽입할 수 있는 공간을 확보하게 함으로써 침투수의 원활한 배수를 유도할 수 있는, 유도배수를 위한 공간 확보용 가드를 제공하기 위한 것이다.
본 발명에 따른 배수공간 확보용 가드는, 소정 간격으로 이격되어 설치된 콘크리트 슬래브의 상면에 프라이머층과 도막방수층을 순차적으로 도포하고, 상기 도막방수층의 상부에 격자 형상의 그리드(grid)를 설치하며, 그 상부에 아스콘 포장층을 포설한 지하차도와 교량의 무조인트 신축이음구조에서 콘크리트 슬래브에 설치되는 배수공간 확보용 가드(guard)에 있어서, 상기 배수공간 확보용 가드는, 단면(斷面)이 속이 빈 사각형 형상에서 상방이 개구(開口)되고, 콘크리트 슬래브에 형성된 배수관 삽입홈과 같은 형상으로, 폴리프로필렌(polypropylene)으로 제조되며, 상기 배수관 삽입홈은 콘크리트 슬래브 상면에 도로의 길이방향에 대하여 20∼50°경사지도록 일정 간격으로 형성되어 있는 것을 특징으로 한다.

Abstract translation: 本发明提供了一种用于固定排水管的空间的防护装置，其中在地下道路的无接头结构和使用在混凝土结构的顶表面上施加防水的流体的桥梁上，防水液体乳液不填充在排水管 形成在混凝土结构的上表面上的管插入槽，从而确保能够将排水管插入排水管插入槽的空间，从而平滑地引导渗滤水的排出。 初级层和流体防水层依次施加在混凝土板的顶面上。 在液体防水层的上部设有格子状格栅，将沥青混凝土层置于网格上。 护罩具有敞开的上部的矩形中空体，并且与形成在混凝土板中的排水管插入槽相同形状的聚丙烯制成。 排水管插入槽以规定的间隔形成在混凝土板的上表面上，以与道路的长度方向成20度〜50度的角度倾斜。

公开(公告)号：KR1020130045798A

公开(公告)日：2013-05-06

申请号：KR1020120103151

申请日：2012-09-18

Applicant: 니혼 코교 가부시키가이샤

Inventor： 다다아야오 ,  호리다이조

IPC: E01C5/00 ,  E01C11/22 ,  E01C11/24

CPC classification number: E01C5/00 ,  E01C11/225 ,  E01C11/24 ,  E01C2201/14 ,  E01C2201/202

Abstract: PURPOSE: A rainwater storage type paving block is provided to improve the rainwater penetration efficiency by ensuring gaps between the blocks and reduce the rattle by enhancing the load dispersion performance of a joint. CONSTITUTION: A rainwater storage type paving block(A) comprises fit surfaces(3,4) and unfit surfaces(5,6). A fit surface is formed with a convex part(11) and a concave groove(12) for fitting neighboring blocks. An unfit surface is formed with horizontal and vertical joints maintaining protrusions(21,22). The protruded height of a pair of vertical joint maintaining protrusions is formed to be higher than the protruded height of the horizontal joint maintaining protrusion in order to ensure gaps between the neighboring blocks. Blocks of which the unfit surfaces are faced to each other are filled with sand in a joint sand filling area in order to improve the load dispersion performance. [Reference numerals] (A) Rainwater storage type paving block

Abstract translation: 目的：提供雨水储存式铺路砖，通过确保块体之间的间隙，通过提高接头的负荷分散性能，减少咔嗒声，提高雨水渗透效率。 构成：雨水储存型铺路砖（A）包括配合表面（3,4）和不合适表面（5,6）。 配合表面形成有用于装配相邻块的凸部（11）和凹槽（12）。 不平坦的表面形成有水平和垂直接头，保持突起（21,22）。 一对垂直接头保持突起的突出高度形成为高于水平接头保持突起的突出高度，以确保相邻块之间的间隙。 为了提高负荷分散性能，不合适的表面彼此面对的块在接合砂填充区域填充砂。 （附图标记）（A）雨水储存型铺路砖

公开(公告)号：KR100995684B1

公开(公告)日：2010-11-19

申请号：KR20100068921

申请日：2010-07-16

Applicant: R2 CONSTRUCTION CO LTD

Inventor： MIN DONG WON

IPC: E01C23/00 ,  E01C11/16

CPC classification number: E01C11/005 ,  E01C7/18 ,  E01C7/182 ,  E01C7/187 ,  E01C11/16 ,  E01C11/24 ,  E01C2201/202

Abstract: PURPOSE: A concrete pavement repair method is provided to restrict a crack on concrete pavement around horizontal drainage grooves and thus to reduce the cost for road repair. CONSTITUTION: A concrete pavement repair method is as follows. The upper side of concrete pavement is cut to the thickness of 5cm. Horizontal drainage grooves are formed on the upper side of a concrete pavement layer(30) in a grid form. Vertical drainage grooves, which are connected to an anti-frost layer(10), are formed in the intersections of the horizontal grooves. Horizontal guide drainpipes(130) are inserted into the horizontal drainage grooves. A fiber reinforcement material(170) is attached to the upper side of the concrete pavement layer in the longitudinal direction of the horizontal waterway groove in order to cover the horizontal drainage grooves. An asphalt concrete layer(40) is placed on the upper side of the concrete pavement layer.

Abstract translation: 目的：提供一种混凝土路面修复方法，限制水平排水沟周围混凝土路面的裂缝，降低修路费用。 构成：混凝土路面修复方法如下。 混凝土路面的上侧被切割成5cm的厚度。 水平排水沟以网格形式形成在混凝土路面层（30）的上侧。 在水平槽的交叉点形成有与防霜层（10）连接的垂直排水槽。 水平导向排水管（130）插入水平排水槽。 为了覆盖水平排水槽，纤维增强材料（170）在水平水路槽的纵向方向上连接到混凝土路面层的上侧。 沥青混凝土层（40）放置在混凝土路面层的上侧。

公开(公告)号：KR1020090121627A

公开(公告)日：2009-11-26

申请号：KR1020080047610

申请日：2008-05-22

Applicant: 박정규

Inventor： 박정규

IPC: E01C5/06 ,  E01C11/22 ,  B28B7/00

CPC classification number: Y02A30/68 ,  E01C5/065 ,  B28B7/00 ,  E01C11/225 ,  E01C2201/202

Abstract: PURPOSE: A precast panel and a pavement structure using the same for drainage are provided to achieve an effective drain structure of pavement by forming drain grooves in the direction that vehicles travel. CONSTITUTION: A precast panel(100) for pavement includes drain grooves(110) which are 0.5~1.5cm wide and 0.3~0.7cm thick. The inner side of the drain groove is inclined downward. The precast panel has a drain gradient formed towards one side. The drain groove includes an inclined drain groove which is formed inclined in the vehicle travel direction and the falling direction of the drain gradient. A widthwise drain path connected to the drain groove is formed between the precast panels.

Abstract translation: 目的：提供一种预制板和使用其进行排水的路面结构，通过在车辆行驶方向形成排水沟，实现路面的有效排水结构。 构成：用于路面的预制面板（100）包括宽度为0.5〜1.5cm，厚度为0.3〜0.7cm的排水槽（110）。 排水槽的内侧向下倾斜。 预制面板具有朝向一侧形成的排水梯度。 排水沟包括在车辆行进方向上倾斜形成的倾斜排水沟和排水梯度的下降方向。 在预制面板之间形成有与排水槽连接的宽度方向的排水路径。

公开(公告)号：KR1020090005755A

公开(公告)日：2009-01-14

申请号：KR1020070069048

申请日：2007-07-10

Applicant: 김도환

Inventor： 김도환 ,  변혜옥

IPC: E01C5/00

CPC classification number: E01C5/006 ,  E01C5/00 ,  E01C2201/20 ,  E01C2201/202

Abstract: A space water-permeable block is provided to make rain water permeated to soil effectively, to offer pleasant walking environment, and to prevent the inundation of a river and the exhaustion of underground water caused by the sudden inflow of rainwater. A double-layer space water-permeable block comprises a block support(1) fixed to the ground to permeate rainwater, a crisscross fixing block(2) inserted and installed in the center of the block support, a spacer(3) coupled and installed to the corner to keep the block supports at regular intervals, and a covering block(5) fixed to form a water storage space between the block supports. The block support comprises a rectangular plate type support(11) having the appointed height, an insertion(12) fitted with the fixing block, a water permeable space(14) having a flow passage(13) on the outside of the support, and a connector(15) formed on four corners of the support.

Abstract translation: 提供空间透水块，使雨水有效渗透到土壤中，提供宜人的行走环境，防止河流淹没和雨水突然流入造成的地下水耗尽。 双层空间水可渗透块包括固定到地面以渗透雨水的块支撑件（1），插入并安装在块支撑件的中心的十字交叉固定块（2），连接并安装的间隔件（3） 到角部以一定的间隔保持块支撑，以及固定以在块支撑件之间形成储水空间的覆盖块（5）。 块支撑件包括具有指定高度的矩形板型支撑件（11），装配有固定块的插入件（12），在支撑件外侧上具有流动通道（13）的透水空间（14），以及 形成在所述支撑件的四个角上的连接器（15）。