公开(公告)号：KR1020110043026A

公开(公告)日：2011-04-27

申请号：KR1020090099943

申请日：2009-10-20

Applicant: 주식회사동일기술공사 ,  경희대학교 산학협력단 ,  (주)승화 ,  (주)서울엠에스 ,  리다산업 주식회사

Inventor： 김성민 ,  양성철 ,  한상주 ,  이승재 ,  박정규

IPC: E01C5/06 ,  E01C5/00

CPC classification number: E01C5/06 ,  E01C5/005 ,  E01C2201/00

Abstract: PURPOSE: A precast concrete panel for road pavement is provided to prevent damage to a panel body when the concrete panel is lifted and to precisely control the horizontality of the panel body. CONSTITUTION: A precast concrete panel for road pavement comprises a panel body(11) and a coupling unit. The panel body comprises penetration parts(12), nut members(20), bolt members(30), and support members(40). The penetration parts vertically penetrate through the panel body and are separated from each other. The nut members are inserted into the penetration parts. The bolt members are coupled to the nut members and have head parts(32) to be coupled to additional tools(70a). The support members are coupled to the bottom ends of the nut members and support the panel body.

Abstract translation: 目的：提供道路路面的预制混凝土面板，以防止在混凝土面板升起时对面板体造成损坏，并精确控制面板主体的水平度。 构成：用于道路路面的预制混凝土面板包括面板主体（11）和联接单元。 面板主体包括穿透部分（12），螺母构件（20），螺栓构件（30）和支撑构件（40）。 穿透部分垂直地穿过面板主体并彼此分离。 螺母构件插入穿透部分。 螺栓构件联接到螺母构件并且具有头部部件（32）以与附加工具（70a）连接。 支撑构件联接到螺母构件的底端并支撑面板主体。

公开(公告)号：KR1020110029695A

公开(公告)日：2011-03-23

申请号：KR1020090087484

申请日：2009-09-16

Applicant: 오동환

Inventor： 오동환

IPC: E01C5/06 ,  E01C15/00

CPC classification number: E01C5/06 ,  E01C5/065 ,  E01C15/00 ,  E01C2201/00

Abstract: PURPOSE: A road block and a road paving method using the same are provided to design pavement in various shapes or patterns according to the features of road or surroundings by allowing auxiliary blocks or grass to be inserted in gaps formed by adjacent cross-shaped blocks. CONSTITUTION: A road block is a regular square shape block comprising protrusions on four sides. The protrusions are formed with the same protruding height and the same width, wherein the width is twice the protruding height. The adjacent ones of the protrusions have a groove(12) and a projection(13), respectively. The projection and the groove are formed in shapes to be joined with each other.

Abstract translation: 目的：通过允许辅助块或草被插入由相邻十字形块形成的间隙中，根据道路或周围环境的特征，提供使用该道路块和路面铺路方法的各种形状或花纹路面。 构成：路障是四边形突起的规则的正方形块。 突起形成有相同的突出高度和相同的宽度，其中宽度是突出高度的两倍。 相邻的突起分别具有凹槽（12）和突起（13）。 突起和槽形成为彼此接合的形状。

公开(公告)号：KR100952895B1

公开(公告)日：2010-04-13

申请号：KR1020090079145

申请日：2009-08-26

Applicant: 나라앤텍 주식회사

Inventor： 정재천 ,  오병춘

IPC: E01C1/00 ,  E01C15/00 ,  E01C5/06 ,  E01D19/10

CPC classification number: Y02A30/68 ,  E01C1/002 ,  E01C5/06 ,  E01C5/065 ,  E01C15/00 ,  E01C2201/00 ,  E01D19/103

Abstract: PURPOSE: A block structure for expanding a road and a construction method thereof are provided to improve the exterior of the block structure, and to improve structural stability. CONSTITUTION: A block structure for expanding a road comprises a first bottom plate(100), a second bottom plate(200), support beams(300), a top plate(400), and a shock-absorbing member(430). The first bottom plate has a first lower plate part(110) with an anchor groove, and a first side plate part(120) with a mounting part. The second bottom plate has a second lower plate part(210) and a second side plate part(220), and connected to the first bottom plate. The support beams are fixed to the first bottom plate. The top plate has a plate part(410) installed in the support beams.

Abstract translation: 目的：提供一种用于扩大道路的块结构及其施工方法，以改善块结构的外部，并提高结构稳定性。 构成：用于扩展道路的块结构包括第一底板（100），第二底板（200），支撑梁（300），顶板（400）和减震构件（430）。 第一底板具有带锚定槽的第一下板部分（110）和具有安装部分的第一侧板部分（120）。 第二底板具有第二下板部分（210）和第二侧板部分（220），并连接到第一底板。 支撑梁固定在第一底板上。 顶板具有安装在支撑梁中的板部分（410）。

公开(公告)号：KR1020090046901A

公开(公告)日：2009-05-11

申请号：KR1020097004268

申请日：2007-05-22

Applicant: 서브에어 시스템즈, 엘엘씨

Inventor： 코원마이클이 ,  크로우마이클케이 ,  비숍로버트에프

IPC: E01C13/00 ,  E01C13/08 ,  A01G1/00 ,  A01G9/24

CPC classification number: E01C13/02 ,  Y10T137/189 ,  E01C13/00 ,  A01G9/246 ,  A01G20/00 ,  E01C13/08 ,  E01C13/083 ,  E01C2201/00

Abstract: A system and method for conditioning turf at of one or more golf course areas includes an aeration subsystem having subsurface aeration conduits for aerating the area, and an air blower unit in fluid communication with the aeration conduits configured to provide one of a vacuum in a vacuum mode and air under pressure in a pressure mode in the conduits. A control module is provided which responds to a directive for controlling operation of the aeration subsystem in response to sensing environmental parameters. The control module operates the blower in repetitive cycles of intermittent operation in one of the vacuum mode and pressure mode wherein each cycles includes a blower-on and blower-off mode. The blower-on mode operates the blower units for a first time interval and the blower-off mode ceases operation of the blower units for a second time interval during each cycle.

公开(公告)号：KR1020180020795A

公开(公告)日：2018-02-28

申请号：KR1020160105729

申请日：2016-08-19

Applicant: 이영남

Inventor： 이영남

IPC: C04B26/26 ,  C04B41/46 ,  C04B18/14 ,  C04B24/34 ,  C04B14/38 ,  E01C11/24 ,  C04B103/40 ,  C04B111/27

CPC classification number: Y02W30/94 ,  C04B26/26 ,  C04B14/386 ,  C04B18/141 ,  C04B24/34 ,  C04B41/46 ,  C04B2103/40 ,  C04B2111/27 ,  E01C11/24 ,  E01C2201/00

Abstract: 본발명은사용온도가낮은천연아스팔트와천연섬유및 탄소섬유를이용한콘크리트포장및 교면포장반사균열예방성능과차륜에의해압착되어도막이얇아지는것을개선한속경형아스팔트도막식복합방수제의조성물과그 제조방법에대한것이다. 본발명에따르는속경형아스팔트도막식복합방수제조성물은, 아스팔트바인더 1~87.6 중량%; 길소나이트 1~25 중량%; SBS 고무1~10 중량%; 로진레진 0.1~3 중량%; PE 왁스 0.1~3 중량%; 슬래그미분말 5~24 중량%; 슬래그골재 5~24 중량%; 천연섬유 0.1~5 중량%; 탄소섬유 0.1~3 중량%; 계면활성제 0.01~2 중량%를포함하는것을특징으로한다.

Abstract translation: 本发明涉及通过压制天然沥青，天然纤维和碳纤维获得的快速灰
分型沥青涂料组合物的复合防水剂组合物， 这是关于该方法。 根据本发明的快速释放沥青涂料复合防水组合物包含1至87.6重量％的沥青粘合剂; 1至25重量％黑沥青; 1至10重量％的SBS橡胶; 0.1至3重量％的松香树脂; 0.1至3重量％的PE蜡; 5至24重量％的矿渣细粉; 5至24重量％的矿渣骨料; 0.1至5重量％的天然纤维; 0.1至3重量％的碳纤维; 和0.01至2重量％的表面活性剂。

公开(公告)号：KR101405297B1

公开(公告)日：2014-06-11

申请号：KR1020130090078

申请日：2013-07-30

Applicant: (주)대한하이텍건설 ,  강창구

Inventor： 이평원 ,  강창구

IPC: E01C7/10 ,  E01C19/02 ,  C04B16/04 ,  E01D19/12 ,  E01C9/00

CPC classification number: E01C7/10 ,  C04B16/04 ,  E01C9/00 ,  E01C19/02 ,  E01C2201/00 ,  E01D19/12

Abstract: The present invention relates to a concrete paving composition comprising 31 wt% of dried or powdered seaweed comprising one among Enteromorpha prolifera, Monostroma nitidum, green moss, pond scum, green laver, sea staghorn, Codium minus (Schmidt) Caulerpa okamurae, Chaetomorpha moniligera, sea mustard, kelp, Analipus japonicus, Chordaria, Ishige okamurae Yendo, whip tube, Petalonia binghamiae (J. Agardh) Vinogradova, Ecklonia cava, Ecklonia stolonifera, sea oak, seersucker, Sargassum fulvellum, Sargassum horneri, Sargassum thunbergii, Sea weed fusiforme, red laver, Gloiopeltis furcata, cottoni, Grateloupia lanceolata, Porphyra suborbiculata, Pterocladiella capillace, Acanthopeltis japonica, Gloiopeltis tenax, Sea string, Chondrus ocellatus, Hypnea charoides, Ceramium kondoi, Ceramium boydenii, Gigartina tenella, Seaweed hypnaeoides, and Grateloupia filicina or a mixture of at least two thereof; 46 wt% of polymer resin into which 50 wt% of methyl methacrylate and 50 wt% of aqueous acrylic epoxy resin are mixed; 10 wt% of 2-diethyl aminoethylamine as a hardener; 2 wt% of metallic salts-based cobalt as an accelerating admixture; 3 wt% of polyethylene wax; and 8 wt% of silica as a filler. The concrete paving composition further comprises 1 part by weight of an antioxidant including aromatic amine-based compounds and 2 parts by weight of UV stabilizer including aromatic amino ester-based compounds on the basis of 100 parts by weight of the concrete paving composition. The concrete paving composition, and more particularly, the eco-friendly concrete paving composition using seaweed provides excellent adhesion and waterproofing properties for concrete paving.

Abstract translation: 本发明涉及一种混凝土铺路组合物，其包含31重量％的干燥或粉末海藻，其中包括Enter藜，单孢，绿藓，池塘浮渣，绿色紫菜，海棠，Codium minus（Schmidt）Caulerpa okamurae，Chaetomorpha moniligera， 海芥，海带，日本us us，ord aria，o ip ip ip，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，，， 红苜蓿，fur ata ata，ata，，，，，，mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture mixture 至少两个; 46重量％的聚合物树脂，其中混合50重量％的甲基丙烯酸甲酯和50重量％的丙烯酸环氧树脂水溶液; 10重量％的作为硬化剂的2-二乙基氨基乙胺; 2重量％的金属盐类钴作为加速掺合剂; 3重量％的聚乙烯蜡; 和8重量％的二氧化硅作为填料。 基于100重量份的混凝土铺路组合物，混凝土铺路组合物还包含1重量份的包含芳族胺类化合物的抗氧化剂和2重量份的包含芳族氨基酯类化合物的UV稳定剂。 混凝土铺路组合物，更具体地说，使用海藻的环保混凝土铺路组合物为混凝土铺路提供了优异的粘合性和防水性。

公开(公告)号：KR1020120110607A

公开(公告)日：2012-10-10

申请号：KR1020110028570

申请日：2011-03-30

Applicant: 최강진

Inventor： 최강진

IPC: E01C5/00 ,  E01C15/00

CPC classification number: E01C5/00 ,  E01C5/001 ,  E01C15/00 ,  E01C2201/00

Abstract: PURPOSE: A subsidence prevention structure of a water-permeable sidewalk block is provided to easily store underground water used for the growth of plants and to naturally supply the stored underground water to plants. CONSTITUTION: A subsidence prevention structure of a water-permeable sidewalk block comprises a ground layer, a sidewalk block layer, and a porous support layer. The porous support layer is formed by coupling multiple porous support members(150,150') to each other and is arranged on the ground layer. The porous support members have edge portions(151,151') and through coupling holes(155,155'). The through coupling holes couple the adjacent porous support members to each other.

Abstract translation: 目的：提供透水人行道块的防沉降结构，方便储存用于植物生长的地下水，并将储存的地下水自然供应给植物。 构成：透水性人行道块的防沉降结构包括接地层，人行道阻挡层和多孔支撑层。 多孔支撑层通过将多个多孔支撑构件（150,150'）彼此耦合并且布置在接地层上而形成。 多孔支撑构件具有边缘部分（151,151'）和通过联接孔（155,155'）。 通过联接孔将相邻的多孔支撑构件彼此连接。

公开(公告)号：KR1020120094695A

公开(公告)日：2012-08-27

申请号：KR1020110014124

申请日：2011-02-17

Applicant: 최정헌 ,  (주)에코베이션

Inventor： 최정헌

IPC: E01C13/00 ,  E01C7/26

CPC classification number: E01C13/00 ,  E01C7/26 ,  E01C7/265 ,  E01C2201/00

Abstract: PURPOSE: A structure of the bottom of a children's playground and a construction method thereof are provided to prevent corruption of inner bottom materials by preventing water penetration from the outside, to dry in short time, and to utilize for long time without repair by maintaining elasticity for long time because impact from the top surface is evenly distributed. CONSTITUTION: A method for constructing the bottom of a children's playground is as follows. The bottom surface where a playground will be placed is cleaned so that a base layer is formed(S200). An elastic material of 2 liquid type state of main materials and a hardening agent are spread on the top of the base layer so that a flexible elastic layer is formed(S210). A cutoff layer preventing moisture absorption is formed in the top of the flexible elastic layer(S220). Rubber chips are spread on the top of the cutoff layer so that a surface layer is formed(S230).

Abstract translation: 目的：提供儿童游乐场底部的结构及其施工方法，以防止水从外部渗透，短时间干燥，长时间使用而不修复，保持弹性，从而防止内底材料的腐蚀 长时间因为顶面的冲击力均匀分布。 构成：建立儿童游乐场底部的方法如下。 将放置操场的底面进行清洁，形成底层（S200）。 主要材料为2液态状态的弹性材料和硬化剂铺展在基层的顶部，从而形成柔性弹性层（S210）。 在柔性弹性层的顶部形成防止吸湿的截止层（S220）。 将橡胶碎片铺展在截止层的顶部，从而形成表面层（S230）。

公开(公告)号：KR101089544B1

公开(公告)日：2011-12-05

申请号：KR1020110030605

申请日：2011-04-04

Applicant: (주)한동알앤씨 ,  에스씨종합건설(주) ,  한국신기술산업(주) ,  주식회사 한동아스콘

Inventor： 천기화

IPC: E01C7/18 ,  E01C7/22 ,  E01C7/26 ,  C04B14/02 ,  E01C9/00

CPC classification number: Y02A30/333 ,  E01C7/18 ,  C04B14/02 ,  E01C7/22 ,  E01C7/26 ,  E01C9/00 ,  E01C2201/00

Abstract: PURPOSE: A low-carbon medium-temperature asphalt mixture is provided to reduce the emission of carbon dioxide by lowering 30-50 degrees of construction temperature. CONSTITUTION: A low-carbon medium-temperature asphalt mixture is produced as follows. Aggregate having a 20 or 13mm size 92-96 weight%, straight asphalt 3.8-6 weight%, and middle-temperature reforming agent 0.2-4.0 weight% are put into a mixer and are mixed with 125-145 degrees of temperature. The porosity of a paved road is 3-5%, and the porosity of the aggregate is over 12%.

Abstract translation: 目的：提供低碳中温沥青混合料，通过降低30-50度的施工温度来减少二氧化碳的排放。 构成：如下生产低碳中温沥青混合料。 将具有20或13mm尺寸92-96重量％，直沥青3.8-6重量％和中等重整剂0.2-4.0重量％的骨料放入混合器中并与125-145度的温度混合。 铺路的孔隙率为3-5％，骨料的孔隙率超过12％。

公开(公告)号：KR1020110043027A

公开(公告)日：2011-04-27

申请号：KR1020090099944

申请日：2009-10-20

Applicant: 주식회사동일기술공사 ,  경희대학교 산학협력단 ,  (주)승화 ,  (주)서울엠에스 ,  리다산업 주식회사

Inventor： 김성민 ,  양성철 ,  한상주 ,  이승재 ,  박정규

IPC: E01C5/06 ,  E01C5/00

CPC classification number: E01C5/06 ,  E01C5/005 ,  E01C2201/00

Abstract: PURPOSE: A structure and a method for coupling precast panels for road pavement are provided to prevent damage to a panel body when the panel body is conveyed and installed. CONSTITUTION: A structure for coupling precast panels for road pavement comprises panel bodies(11a,11b) and coupling units(20). The panel bodies are installed in a road. The coupling units are installed in the panel bodies so that the panel bodies can be coupled to the other panel bodies. Each coupling unit comprises a first pipe(30), a second pipe(40), a connection bar(50), and a grouting material. The first pipes are installed in the inner edge of the panel bodies and have injection ports(31). The injection ports are upward extended. The second pipes are installed in the inner edge of the other panel bodies. The connection bars inserted into the first and second pipes. The first and second pipes and the injection ports are filled with the grouting material.

Abstract translation: 目的：提供一种用于连接道路路面的预制面板的结构和方法，以防止面板主体运输和安装时对面板主体的损坏。 构成：用于连接道路路面的预制面板的结构包括面板体（11a，11b）和联接单元（20）。 面板主体安装在道路上。 联接单元安装在面板主体中，使得面板主体可以联接到其他面板主体。 每个联接单元包括第一管（30），第二管（40），连接杆（50）和灌浆材料。 第一管道安装在面板主体的内边缘并具有注射口（31）。 注射口向上延伸。 第二个管道安装在其他面板体的内边缘。 插入第一和第二管道的连接杆。 第一和第二管道和注射口都填充有灌浆材料。