公开(公告)号：KR101551724B1

公开(公告)日：2015-09-10

申请号：KR20150027016

申请日：2015-02-26

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： BAEK JONG DAE ,  HU HYE JUNG ,  LEE YU HWA ,  NOH KWAN SUB ,  LEE GEUN HEE

IPC: G06Q50/26 ,  G06Q50/06 ,  G06Q50/08

CPC classification number: G06Q50/26 ,  G06F19/00 ,  G06Q50/06 ,  G06Q50/08

Abstract: 본 발명은 입출력 장치, 처리 장치 및 저장 장치를 포함하는 컴퓨터 시스템을 이용하여, 도로 또는 도로망에 적용될 녹색도로 기술을 평가하는 방법으로서, 도로 시공, 도로 유지관리 및 도로 운영 중 적어도 하나에 대해 기존 기술 대비 물량 변화량을 입력하고, 비용 단가를 적용시켜 기존 기술 대비 도로 생애주기 비용의 저감량을 산출하고, 도로 시공, 도로 유지관리 및 도로 운영 중 적어도 하나에 대해 기존 기술 대비 물량 변화량을 입력하고, 상기 처리 장치에서 탄소배출 계수를 적용하여 기존 기술 대비 탄소배출 비용 저감량을 산출하고, 도로 시공, 도로 유지관리 및 도로 운영 중 적어도 하나에 대해 기존 기술 대비 물량 변화량을 입력하고, 에너지 소비 원단위를 적용하여 기존 기술 대비 에너지 소비 비용 저감량을 산출하고, 공사시간, 차로수, 차량속도, 차로폭, 교통량, 중차량 혼입률 중 적어도 하나에 대해 기존 기술 대비 물량 변화량을 입력하고, 이용자 비용 원단위를 적용하여 기존 기술 대비 이용자 비용 저감량을 산출함으로써, 녹색도로 기술에 대해 정량적이고 객관적인 기술평가를 신속하고 편리하게 수행할 수 있다.

Abstract translation: 本发明涉及使用包括输入/​​输出设备，处理设备和存储设备的计算机系统来评估应用于道路或道路网络的绿色道路技术的方法。 本发明的评估方法可以通过以下方式对绿色道路技术进行定量和客观的技术鉴定：通过以下技术将数量变化与道路施工，道路维修和道路操作中的至少一种相比较： 通过应用单位成本计算与以往技术相比降低生命周期成本; 与现有技术相比，在道路施工，维护和操作中至少输入一个数量变化; 通过向处理装置施加碳排放系数来计算碳排放成本降低; 将道路建设，道路维修和道路操作中的至少一个输入与先前技术相比的数量变化; 通过应用每单位面积的能源消耗计算与先前技术相比的能耗成本降低; 输入与先前技术相比的数量变化，涉及重型车辆的施工时间，车道数，车速，车辆宽度，交通量和增加比率中的至少一个; 并通过应用用户单位成本计算与先前技术相比的用户成本降低。

公开(公告)号：KR101186139B1

公开(公告)日：2012-09-27

申请号：KR20120028869

申请日：2012-03-21

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： KIM KYOON TAI ,  KIM CHANG HAN ,  HAN JAE GOO

IPC: B08B1/04 ,  A47L1/02 ,  B08B7/04

Abstract: PURPOSE: A method for cleaning the exterior wall of a building using a building wall cleaning robot assembly with a function for coping with unevenness of the exterior wall of the building by a front rotary brush device is provided to improve cleaning efficiency by brushing dust before a washing solution is jet. CONSTITUTION: A building wall cleaning robot assembly with a function for coping with unevenness of the exterior wall of the building by a front rotary brush device comprises a main body, a wiper device(10), and a rotary brush device(40). The wiper device has a wiper blade. The wiper blade wipes contaminants on the exterior wall of a building. The rotary brush device brushes contaminants on the exterior wall of a building using the rotation of a brush(41). The rotary brush device comprises a forward and backward brush moving member and a brush moving member. The brush moving member moves the forward and backward brush moving member front and backward.

Abstract translation: 目的：提供一种使用建筑物墙壁清洁机器人组件清洁建筑物外墙的方法，该组件具有通过前部旋转刷装置来应对建筑物外壁的不均匀的功能，以通过在前面的旋转刷装置之前刷上灰尘来提高清洁效率 洗涤液是喷射的。 构成：具有通过前旋转刷装置来应对建筑物的外墙不均匀的功能的建筑物墙壁清洁机器人组件包括主体，刮水器装置（10）和旋转刷装置（40）。 刮水器装置具有刮水片。 刮水片擦拭建筑物外墙上的污染物。 旋转刷装置使用刷子（41）的旋转来刷新建筑物的外壁上的污染物。 旋转刷装置包括向前和向后的刷子移动构件和刷子移动构件。 刷子移动部件向前和向后移动向前和向后的刷子移动部件。

公开(公告)号：KR20120066826A

公开(公告)日：2012-06-25

申请号：KR20100128112

申请日：2010-12-15

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： YOON KWANG SEOK ,  BAE DEOK WON ,  CHUN MYEONG HO ,  KIM HYUNG JUN ,  RYU YONG UK

IPC: E02B1/02 ,  G01M10/00

CPC classification number: E02B1/02 ,  E02B3/02 ,  G01M10/00

Abstract: PURPOSE: A test channel device for revetment stability evaluation is provided to reflect various flow variables giving influence to revetment stability by making flow environment capable of practically generating in a river, thereby obtaining reliable test results at affordable price. CONSTITUTION: A test channel device for revetment stability evaluation(1) comprises a water supply tank(10), a first straight waterway(20), a curved waterway(30), a second straight waterway(40), and an outflow water tank(50). The water supply tank is filled with water for test. The first straight waterway is communicated with the water supply tank. The curved waterway is connected with the first straight waterway and is circularly curved in a horizontal plane with curvature. The second straight waterway is communicated with the curved waterway and is arranged in parallel with the first straight waterway. The outflow water tank is communicated with the second straight waterway and is filled with the water finishing the test.

Abstract translation: 目的：提供用于护岸稳定性评估的测试通道装置，通过使流量环境能够在河流中实际生成，反映出影响护岸稳定性的各种流量变量，从而以可承受的价格获得可靠的测试结果。 构成：用于护岸稳定性评估的测试通道装置（1）包括供水箱（10），第一直线水路（20），弯曲水道（30），第二直线水路（40）和出水水箱 （50）。 给水箱内装满水进行试验。 第一条直通水道与供水水箱连通。 弯曲的水道与第一直线水道连接，并且在水平面上以曲率圆形弯曲。 第二条直线水道与弯曲的水道相通，并与第一条直线水道平行布置。 流出水箱与第二条直线水路连通，并填充完成测试的水。

公开(公告)号：KR20120058063A

公开(公告)日：2012-06-07

申请号：KR20100119683

申请日：2010-11-29

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： KANG JAE SIK ,  CHOI GYEONG SEOK

IPC: E04D1/16 ,  C04B33/36

CPC classification number: E04D1/045 ,  B02C19/22 ,  C04B33/04 ,  C04B33/32 ,  C04B38/0615

Abstract: PURPOSE: A roofing tile and a manufacturing method thereof are provided to reduce an indoor cooling load by reducing heat flowing into an indoor space. CONSTITUTION: A manufacturing method of a roofing tile is as follows. Slurry is produced by mixing 70-80% of clay with 20-30% of water(S110). The slurry is put into a screw, and stones are removed from the slurry(S120). The clay contained in the slurry is finely grinded(S130). Foamed resin granules are put into the slurry and mixed with the slurry(S140). The slurry is pressed using a press to form a roofing tile(S150). The formed roofing tile is put into a furnace, and the foamed resin granules are removed from the roofing tile by heating the roofing tile(S160).

Abstract translation: 目的：提供一种屋顶瓦及其制造方法，其通过减少流入室内的热量来降低室内的冷却负荷。 构成：屋顶瓦的制造方法如下。 通过混合70-80％的粘土和20-30％的水来生产浆料（S110）。 将浆料放入螺杆中，从浆料中取出石料（S120）。 将浆料中所含的粘土精细研磨（S130）。 将发泡树脂颗粒放入浆料中并与浆料混合（S140）。 使用压机压浆以形成屋顶瓦（S150）。 将形成的屋顶瓦放入炉中，通过加热屋面瓦（S160）将泡沫树脂颗粒从屋顶瓦中除去。

公开(公告)号：KR20120057021A

公开(公告)日：2012-06-05

申请号：KR20100118556

申请日：2010-11-26

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： LEE SANG YOON ,  KIM HYEONG YEOL ,  SONG JAE JOON ,  LEE YOUNG HO ,  HWANG YOON KOOG

IPC: E01D2/00 ,  E01D21/00 ,  E04C3/20

CPC classification number: E01D2/00 ,  E01D21/00 ,  E01D2101/28 ,  E04C3/20 ,  E04C3/26 ,  E04C5/16 ,  E04G11/48

Abstract: PURPOSE: A precast end segment for a continuous bridge, a manufacturing method of a girder using the same, and a construction method of a bridge using the same are provided to effectively resist a concentrated load by manufacturing the girder using high-strength concrete. CONSTITUTION: A precast end segment(110) for a continuous bridge comprises an upper flange(111), a web(112), and connection holes(118). The upper flange is formed in a horizontal plate shape. An outer end(115) and an inner end(116) are integrally formed on the web. The outer end is downward extended to the bottom of the upper flange. The inner end has a narrower width than the outer end. Connecting bars(114) are protruded from the inner end surface of the inner end of the web. The connecting holes penetrate through the outer end of the web in the longitudinal direction of a girder. Connectors(117) are inserted into the connecting holes.

Abstract translation: 目的：提供连续桥的预制端段，使用其的梁的制造方法和使用该桥的构造方法，以通过使用高强度混凝土制造梁来有效地抵抗集中载荷。 构成：用于连续桥的预制端段（110）包括上凸缘（111），腹板（112）和连接孔（118）。 上凸缘形成水平板状。 一个外端（115）和内端（116）一体形成在卷材上。 外端向下延伸到上凸缘的底部。 内端具有比外端窄的宽度。 连接杆（114）从腹板的内端的内端面突出。 连接孔沿着梁的纵向方向穿过腹板的外端。 连接器（117）插入到连接孔中。

公开(公告)号：KR20120056521A

公开(公告)日：2012-06-04

申请号：KR20100118099

申请日：2010-11-25

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： KANG JAE MO ,  BAE GYU JIN ,  LEE JANG GUEN ,  KIM YOUNG SEOK ,  KIM HAK SEUNG

IPC: E02D27/32 ,  F28D15/02

CPC classification number: E02D27/35 ,  E02D3/11 ,  E02D3/12 ,  F04F1/04 ,  F28D15/02

Abstract: PURPOSE: A temperature control type foundation reinforcement structure and a construction method thereof are provided to easily secure supporting force required for the bottom of the structure. CONSTITUTION: A temperature control type foundation reinforcement structure(100) comprises a circular pile(110), a thermal siphon(120), a center guide(130), a cover plate(150), a holder(160), and sand(170). The circular pile is inserted into an excavated hole. The thermal siphon has a heating unit and an evaporating unit. The heating unit liquefies working fluid. The evaporating unit evaporates the working fluid. The cover plate seals the tops of the evaporating unit, the heating unit, the circular pile. The holder seals the end of the thermal siphon. The circular pile, in which the thermal siphon is inserted, is filled with the sand.

Abstract translation: 目的：提供一种温度控制型基础加固结构及其施工方法，以容易地确保结构底部所需的支撑力。 构成：温度控制型基础加固结构（100）包括圆形桩（110），热虹吸管（120），中心导向件（130），盖板（150），保持器（160）和砂 170）。 将圆形桩插入挖掘的孔中。 热虹吸管具有加热单元和蒸发单元。 加热单元液化工作流体。 蒸发单元蒸发工作流体。 盖板密封蒸发单元的顶部，加热单元，圆形桩。 支架密封热虹吸管的端部。 在其中插入热虹吸的圆形填充有沙子。

公开(公告)号：KR20120036615A

公开(公告)日：2012-04-18

申请号：KR20100098382

申请日：2010-10-08

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： SHIN HYUN SEOP ,  PARK KI TAE ,  KANG SU TAE ,  JOO BONG CHUL ,  LEE CHIN HYUNG ,  BAE GYU JIN

IPC: E01D19/12

CPC classification number: E01D19/125 ,  E01D22/00 ,  E04C3/293

Abstract: PURPOSE: A composite deck using a reinforcing member, composed of corrugated plates, and a vertical connection plate and a construction method thereof are provided to improve workability by using reinforcing members buried in the composite deck as connection units. CONSTITUTION: A composite deck(100) using a reinforcing member, composed of a corrugated plate, and a vertical connection plate comprises reinforcing members(110), a deck body(120), a hollow part, and distribution bars. Each reinforcing member is composed of vertical plates(112) and a lower horizontal plate. The lower horizontal plate is buried in the deck body. The hollow part is formed between the reinforcing members to lighten the composite deck. The distribution bars are installed in distribution bar grooves formed on the top of the vertical plates of the reinforcing members.

Abstract translation: 目的：提供使用由波纹板构成的加强构件和垂直连接板及其构造方法的复合板，以通过使用埋在复合板中的加强构件作为连接单元来提高加工性。 构成：使用由波纹板构成的加强构件和垂直连接板的复合板（100）包括加强构件（110），甲板主体（120），中空部分和分配杆。 每个加强构件由垂直板（112）和下水平板组成。 下水平板埋在甲板体内。 中空部分形成在加强件之间以减轻复合板。 分配杆安装在形成在加强构件的垂直板的顶部上的分配杆槽中。

公开(公告)号：KR20120015728A

公开(公告)日：2012-02-22

申请号：KR20100078103

申请日：2010-08-13

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： KIM DO GYEUM

IPC: G01N33/38 ,  G01N21/47 ,  G01N23/203 ,  H01J37/26

Abstract: PURPOSE: A method for measuring hydration of concrete using a back light scattering method is provided to quantitatively and directly measure hydration and to predict remaining lifetime. CONSTITUTION: A method for measuring hydration of concrete using a back light scattering method comprises: a step of collecting concrete pieces; a step of photographing the surface of the concrete pieces to obtain an image; a step of dualizing the image; and a step of calculating the hydration of the concrete by the dualized image. The range of the concrete hydration is determined by black and white level according to a histogram.

Abstract translation: 目的：提供一种使用背光散射法测量混凝土水化的方法，以定量和直接测量水合作用并预测剩余寿命。 构成：使用背光散射法测量混凝土的水化的方法包括：收集混凝土件的步骤; 拍摄混凝土片的表面以获得图像的步骤; 图像二元化的一步; 以及通过二元化图像计算混凝土的水合度的步骤。 混凝土水化的范围根据直方图由黑白水平决定。

公开(公告)号：KR20120007111A

公开(公告)日：2012-01-20

申请号：KR20100067680

申请日：2010-07-14

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： KANG SUNG WON ,  KIM SEOG KU ,  AHN JAE HWAN ,  KWAK PILL JAE ,  YUN SANG LEEN

IPC: A01G9/00 ,  E03B3/03 ,  F24F7/00 ,  F25J1/00

CPC classification number: Y02A20/106 ,  Y02A20/108 ,  A01G9/24 ,  A01G9/241 ,  A01G9/246 ,  A01G9/247 ,  E03B3/02 ,  E03B3/03 ,  F24F7/00 ,  F24F7/013

Abstract: PURPOSE: A vertical type crop cultivation facility is provided to verticalize a cultivation land for constructing the cultivation environment without the influence of the weather. CONSTITUTION: A vertical type crop cultivation facility comprises the following: a condenser(11) condensing steam evaporated from plant cultivation areas on each layer; a condensed water guide pipe(12) guiding the condensed water; a condensed water storage unit(10) for storing the condensed water; a condensed water supply pipe(13) supplying air of the plant cultivation areas to a human residential area(A), and supplying air of the human residential area to the plant cultivation areas(B); a ventilation unit circulating the air from the plant cultivation areas to the human residential area; a rain water storage tank(30) installed on the underground of the cultivation facility; a rain water guide pipe(31) guiding rain water gathered on the roof to the rain water storage tank; a wastewater reclamation and reusing unit(40) purifying water from water-intake sources; and a supply pipe(41) supplying the purified water from the wastewater reclamation and reusing unit to the human residential area and the plant cultivation areas.

Abstract translation: 目的：提供垂直式作物种植设施，以便在不受天气影响的情况下垂直耕种用地，建设耕作环境。 构成：垂直式作物栽培设备包括：冷凝器（11）冷凝每层植物栽培区蒸发的蒸汽; 引导冷凝水的冷凝水引导管（12） 用于存储冷凝水的冷凝水存储单元（10）; 将植物栽培区域的空气供给人类住宅区域（A）的冷凝水供给管道（13），将人类住宅区域的空气供给到植物栽培区域（B）; 通风单元将空气从植物栽培区域循环到人类住宅区; 安装在栽培设施地下的雨水储存罐（30）; 引导雨水聚集在屋顶上的雨水引导管（31）到雨水储罐; 废水回收利用单位（40）净化进水源水; 以及将来自废水回收再利用单元的净化水供给到人类住宅区和植物栽培区域的供给管道（41）。

公开(公告)号：KR20100119472A

公开(公告)日：2010-11-09

申请号：KR20090090638

申请日：2009-09-24

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： YOON KWANG SEOK

IPC: E02B3/04 ,  E02B3/08 ,  E02B3/12

CPC classification number: E02B3/06 ,  A01G1/00 ,  E02B3/02 ,  E02B3/14 ,  E02D17/20 ,  E02D2600/40

Abstract: PURPOSE: A key type perforated block for an overflow-preventing embankment is provided to increase coherence between blocks, thereby resisting overflow. CONSTITUTION: A key type perforated block for an overflow-preventing embankment comprises a protrusion(120) and a groove(110). The protrusion is projected from a cylinder-shaped block side. A hole passes through a central axis and is formed in the block. The groove corresponds to the protrusion in the shape of a key. The groove is separated from the protrusion.

Abstract translation: 目的：提供防溢洪堤的钥匙型穿孔块，以增加块之间的相干性，从而抵抗溢流。 构成：用于防溢洪堤的钥匙型穿孔块包括突起（120）和凹槽（110）。 突起从圆柱形块侧突出。 一个孔穿过一个中心轴并形成在该块中。 凹槽对应于键形状的突起。 凹槽与突起分离。