公开(公告)号：KR20150102758A

公开(公告)日：2015-09-07

申请号：KR20150117762

申请日：2015-08-21

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： YOU YOUNG JUN ,  KIM HYEONG YEOL ,  PARK KI TAE ,  LEE SANG YOON ,  SEO DONG WOO ,  KIM TAE HEON ,  HWANG JI HYUN

IPC: E02B3/06 ,  E02B3/12

CPC classification number: Y02A10/15

Abstract: 본 발명은 운송을 용이하게 할 수 있도록 하며, 부분적인 파손 발생시에는 해당 파손 부분을 교체하여 재활용할 수 있도록 함과 동시에, 다리부가 소정 범위에서 변위될 수 있도록 구성함으로써 내습하는 파도에 의한 충격에너지를 더욱 효율적으로 흡수할 수 있도록 구성한 "조립식 소파블록"에 관한 것이다.
본 발명에서는 중심체(1)와, 상기 중심체(1)로부터 외측을 향하여 뻗어 있는 복수개의 다리부(2)로 구분되어 있고, 상기 중심체(1)와 상기 다리부(2)는 분할된 상태로 각각 개별적으로 제작되며; 상기 중심체(1)는, 다리부(2)가 조립 결합되는 연결면(10)이 상기 다리부(2)의 개수만큼 구비되어 있는 콘크리트 구조체로 이루어져 있으며; 상기 다리부(2)는, 내부에 삽입통로(20)가 관통 형성되어 있는 콘크리트 구조체로 이루어져 있으며; 상기 삽입통로(20)에 결합봉(3)이 배치되고, 상기 결합봉(3)의 일단부는 상기 연결면(10)에 결합되며, 상기 결합봉(3)이 긴장된 상태에서 상기 결합봉(3)의 타단부가 상기 다리부(2)의 외측 끝단면에 정착 고정되어; 상기 다리부(2)에 긴장력이 가해진 상태로, 상기 다리부(2)가 상기 중심체(1)와 일체로 조립되어 하나의 구조체를 이루고 있는 것을 특징으로 하는 조립형 소파블록이 제공된다.

Abstract translation: 本发明涉及一种便于运输的预制波浪消散块，其通过在部分损坏时更换损坏部分而被再循环，并且通过在预定范围内形成待移位的腿部部件来有效地吸收由于撞击波引起的冲击能量。 本发明包括：中心体（1）; 以及从中心体（1）向外伸展的多个腿部（2）。 中央体（1）和腿部（2）分别以分割状态制造。 中心体（1）由具有相同数量的连接表面（10）的混凝土结构形成，腿部（2）作为腿部（2）联接到该连接表面。 腿部（2）由插入通道（20）穿透的混凝土结构形成。 连接杆（3）布置在插入通道（20）中。 连接杆的一端连接到连接表面（10）。 在连接杆（3）被张紧的状态下，联接杆（3）的另一端固定在腿部件（2）的外端上。 在向腿部（2）施加张力的状态下，将腿部（2）与中心体（1）一体地组装成一体。

公开(公告)号：KR101546708B1

公开(公告)日：2015-08-24

申请号：KR20150029140

申请日：2015-03-02

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： KIM SEOK

IPC: G06T17/00 ,  G01B11/24 ,  G01C7/02

CPC classification number: G06T17/00 ,  G01B11/24 ,  G01C7/02

Abstract: 본 발명에 따른 3D 스캐너를 이용한 토공량 산정 시스템은, 건설현장에 장비 설치가 완료되면, 현장 일측에 범위를 지정하여 스캔을 수행하고 스캔된 지형 데이터를 저장하는 데이터 스캔부와, 지정된 범위의 스캔이 모두 완료되면, 스캔 데이터 정합을 수행하는 데이터 정합부와, 상기 정합된 지형데이터를 가공하는 스캔데이터 가공부와, 서버로부터 설계도면을 로드한 후, 상기 가공된 지형 데이터와 함께 분석하여 토공량을 산정하는 가공데이터 분석부와, 상기 가공된 지형데이터와 산정된 정보를 저장하는 데이터 저장부와, 상기 구성 요소들을 연동시켜, 시스템의 동작을 제어하는 제어부를 포함하여 구성된다.
본 발명은 3차원 스캐닝으로 모델링하여 가공처리한 지형데이터를 통해, 사전에 토공 자동화 작업을 위한 건설현장의 지형과 대략적 지질을 구체적으로 파악함으로써, 현장에 투입될 건설장비의 규모, 장비의 종류 그리고 공사기간을 예측하고 효율적으로 관리하여 최적의 작업계획을 수립할 수 있으며, 작업의 생산성을 향상시킬 수 있을 것으로 기대된다.

Abstract translation: 根据本发明的通过使用3D扫描器计算接地体积的系统包括：数据扫描单元，用于在现场指定和扫描一侧的范围，并存储扫描的地理数据，当施工工具安装在 施工现场 数据匹配单元，用于当指定的范围被完全扫描时匹配扫描数据; 扫描数据处理单元，用于处理匹配的地理数据; 处理数据分析单元，用于通过从服务器加载设计图并且将其与处理的地理数据进行分析来计算接地量; 数据存储单元，用于存储所处理的地理数据和所计算的信息; 以及控制单元，用于通过连接所述组件来控制系统的操作。 根据本发明，通过用三维扫描建模和处理的地理数据，可以预先详细地掌握用于自动接地工作的施工现场的地理特征和近似地质特征，使施工工具的尺度和种类 现场施工，施工期可以预测和有效管理，从而建立最佳的工作计划，提高工作效率。

公开(公告)号：KR101213792B1

公开(公告)日：2012-12-18

申请号：KR20120089027

申请日：2012-08-14

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： LEE JONG SUK ,  AN GI HONG ,  JEON KYU NAM

IPC: E04G21/02 ,  E04G21/00 ,  E04G21/06

CPC classification number: E04G21/246 ,  E04G21/16

Abstract: PURPOSE: A dewatering device for a concrete structure and a concrete dewatering method using the same are provided to forcefully inhale surplus water from the surface of a concrete structure and to effectively remove the inhaled water. CONSTITUTION: A dewatering device for a concrete structure comprises a base plate(10), multiple porous absorbers(30), a cover plate(20), an adsorption member(50), a suction pipe, and a suction unit. The base plate has multiple through holes(11). The porous absorbers are inserted into the through holes and inhale surplus water from a concrete structure(C). The cover plate is coupled to the top surface of the base plate and forms surplus water inlet chambers(12). The adsorption member is installed on the bottom surface of the base plate and is extended outward from the edge of the base plate to be attached to the surface of the concrete structure. One end of the suction pipe is connected to the surplus water inlet chambers. The suction unit is connected to the other end of the suction pipe and inhales surplus water from the surplus water inlet chambers.

Abstract translation: 目的：提供一种混凝土结构的脱水装置和使用该脱水装置的混凝土脱水方法，以从混凝土结构的表面强制吸入剩余的水，并有效地去除吸入的水。 构成：用于混凝土结构的脱水装置包括基板（10），多个多孔吸收器（30），盖板（20），吸附构件（50），吸入管和抽吸单元。 基板具有多个通孔（11）。 将多孔吸收剂插入通孔并从混凝土结构（C）吸入剩余的水。 盖板联接到基板的顶表面并形成多余的进水室（12）。 吸附构件安装在基板的底面上并从基板的边缘向外延伸以附接到混凝土结构的表面。 吸入管的一端连接到多余的进水室。 抽吸单元连接到吸入管的另一端并从多余的进水室吸入多余的水。

公开(公告)号：KR20120067900A

公开(公告)日：2012-06-26

申请号：KR20100134166

申请日：2010-12-24

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： HONG SEUNG SEO ,  KIM YOUNG SEOK

IPC: G08C17/02

Abstract: PURPOSE: A frozen ground behavior real time monitoring system and method are provided to evaluate reliability of a coldest place base structure by analyzing data by using an artificial satellite data transmitting system. CONSTITUTION: A detecting device(100) detects a factor for measuring and analyzing the behavior of a freeze ground. A data storage unit(200) receives and stores a detection signal from the detecting device in real time. A satellite communications transmission device(300) transmits data from data storage unit to an artificial satellite. A remote site satellite receiving and data analyzing device(400) analyzes the data from the artificial satellite which receives the data from the satellite communications transmission device. A housing protects the detecting device, the data storage unit, and the satellite communications transmission device.

Abstract translation: 目的：提供一种冻结地面行为实时监测系统和方法，通过使用人造卫星数据传输系统分析数据，评估最冷地基基础结构的可靠性。 构成：检测装置（100）检测用于测量和分析冻结地面行为的因素。 数据存储单元（200）实时地接收并存储来自检测装置的检测信号。 卫星通信传输设备（300）将数据从数据存储单元发送到人造卫星。 远程站点卫星接收和数据分析设备（400）分析从卫星通信传输设备接收数据的人造卫星的数据。 壳体保护检测装置，数据存储单元和卫星通信传输装置。

公开(公告)号：KR20120066968A

公开(公告)日：2012-06-25

申请号：KR20100128337

申请日：2010-12-15

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： PARK JONG SUP ,  JUNG WOO TAI ,  CHOI SUNG YONG

IPC: E01C7/08 ,  C04B18/06

CPC classification number: Y02W30/92 ,  E01C3/003 ,  C04B18/06 ,  C04B18/08 ,  E01C7/08 ,  E01C7/18

Abstract: PURPOSE: A method for manufacturing a cracking control type basic floor for packing using reinforcing fiber and fly ash is provided to efficiently control reflection cracking of a basic floor using reinforcing fiber without using an admixture such as an expensive expansive admixture or a shrinkage reducing agent. CONSTITUTION: A method for manufacturing a cracking control type basic floor for packing using reinforcing fiber and fly ash is as follows. Cement is replaced with fly ash so that an initial strength degradation of a basic floor is induced. Reinforcing fiber is mixed with the manufactured basic floor for controlling an initial reflection cracking. 60 to 70 weight% of the fly ash is replaced with respect to 100 weight% of the cement. 0.2vol% of the reinforcing fiber is mixed with respect to 100vol% of the basic floor.

Abstract translation: 目的：提供一种使用增强纤维和飞灰制造用于包装的开裂控制型基础地板的方法，以使用增强纤维来有效地控制基础地板的反射裂纹，而不使用诸如昂贵的膨胀性混合物或减缩剂的混合物。 构成：使用增强纤维和粉煤灰制造用于包装的开裂控制型基础地板的方法如下。 水泥被粉煤灰替代，从而引起基础地板的初始强度降低。 增强纤维与制造的基底混合以控制初始反射裂纹。 60至70重量％的飞灰相对于100重量％的水泥被替换。 增强纤维的0.2vol％相对于基础层的100vol％混合。

公开(公告)号：KR20120055773A

公开(公告)日：2012-06-01

申请号：KR20100116885

申请日：2010-11-23

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： LEE KWANG WU ,  KIM JU HYONG ,  CHO SAM DEOK

IPC: E02D29/02 ,  E02B3/14 ,  E02D17/20

CPC classification number: E02D29/0233 ,  E02D2300/0071 ,  E02D2300/0084 ,  E02D2600/20 ,  E04B2/80

Abstract: PURPOSE: A wood retaining wall for improving supporting force using a stiffener buried in back filling soil and a construction method thereof are provided to improve cost-efficiency by reducing materials required for constructing the wood retaining wall. CONSTITUTION: A wood retaining wall for improving supporting force using a stiffener buried in back filling soil is composed as follows. Longitudinal members(300) are arranged in a longitudinal direction. Front horizontal members(100) are placed on the longitudinal members at right angles to the longitudinal members. Intersection fastening members(10) are arranged on the intersections of the front horizontal and longitudinal members. Support members(20) are arranged between the first-row longitudinal members and the second-row longitudinal members and support the rears of the longitudinal members. Stiffener binding members(50) are coupled to the support members. When the back filling soil is excavated, stiffeners(60) buried in the back filling soil are coupled to the stiffener binding members.

Abstract translation: 目的：提供一种用于改善支撑力的木材挡土墙，该支撑力使用埋在后填土中的扶强材及其施工方法，以通过减少构造木材挡土墙所需的材料来提高成本效率。 构成：使用埋在后填土中的扶强材改善支撑力的木挡土墙组成如下。 纵向构件（300）沿纵向排列。 前水平构件（100）与纵向构件成直角地放置在纵向构件上。 交叉连接构件（10）布置在前水平和纵向构件的交叉点上。 支撑构件（20）布置在第一排纵向构件和第二排纵向构件之间并且支撑纵向构件的翼部。 加强结合构件（50）联接到支撑构件。 当填充土壤被挖掘时，埋在后填土中的加强筋（60）与加强筋结合构件相连接。

公开(公告)号：KR20120054705A

公开(公告)日：2012-05-31

申请号：KR20100115951

申请日：2010-11-22

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： CHO JEONG RAE ,  CHO KEUN HEE ,  PARK SUNG YONG ,  KIM SUNG TAE ,  KIM BYUNG SUK

IPC: E01D19/12 ,  E01D21/00

CPC classification number: E01D19/125 ,  E01D2/02 ,  E01D21/00 ,  E01D2101/24 ,  E04C3/20 ,  E04C5/16 ,  E04C2003/0452

Abstract: PURPOSE: A connection structure of an UHPC precast floor plate and a construction method using reinforcing bar joints into tapered recessed parts are provided to optimally integrate UHPC floor plates and a girder by connecting both UHPC floor plates and the girder with reinforcing bars. CONSTITUTION: A connection structure of an UHPC precast floor plate comprises recessed parts(11) and reinforcing bars(3). The recessed parts are formed on the top surface of the end of one UHPC floor plate(1a) facing the other UHPC floor plate(1b), and are traversely recessed from the top surface of the UHPC floor plate starting from the top surface of the end. The recessed parts are formed in a longitudinal direction of a girder(2). The reinforcing bars are projected from the end of the other UHPC floor plate. If both UHPC floor plates are arranged on both sides of the girder, the other end of the reinforcing bars is positioned in the recessed part and concrete(5) is placed on the upper part of the girder between both UHPC floor plates.

Abstract translation: 目的：提供UHPC预制地板的连接结构和使用钢筋接头进入锥形凹陷部分的施工方法，以通过连接两个UHPC地板和梁与钢筋来最佳地集成UHPC地板和大梁。 构成：UHPC预制地板的连接结构包括凹部（11）和钢筋（3）。 凹陷部分形成在面向另一个UHPC地板（1b）的一个UHPC地板板（1a）的端部的顶表面上，并且从UHPC地板板的顶表面开始从UHPC地板板的顶表面横向凹进 结束。 所述凹部沿大梁（2）的长度方向形成。 钢筋从其他UHPC地板板的端部突出。 如果两个UHPC地板均布置在梁的两侧，则钢筋的另一端位于凹槽中，混凝土（5）放置在两块超高压板之间的梁的上部。

公开(公告)号：KR20120031656A

公开(公告)日：2012-04-04

申请号：KR20100093158

申请日：2010-09-27

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： LEE SUK KI ,  JEONG JUN HWA ,  KIM JONG MIN

IPC: G08G1/09 ,  G08G1/052

CPC classification number: G08G1/09 ,  G08G1/052

Abstract: PURPOSE: A curved road active warning system and a warning method using the same are provided to prevent accidents due to speeding on a curved road beforehand by displaying the speed limit and current vehicle speed before entering the curve. CONSTITUTION: A first speed detector detects vehicle speed by being installed at the front of a system. A current speed indicator(200) displays current vehicle speed for a vehicle driver. A plurality of speed limit indicators provides a speed limit to the driver before entering a curved road. A plurality of chevron indicators(400) displays a chevron shape in order to maintain a fixed distance within a curved road section from a rear side separated from the speed limit indicators. A second speed detector(500) detects the average speed of a vehicle passing a section between the neighboring speed limit indicators and the chevron indicator.

Abstract translation: 目的：提供一种曲线道路主动警告系统及其使用方法，以防止在进入曲线之前通过显示速度限制和当前车辆速度，预先在弯道上超速发生事故。 构成：第一速度检测器通过安装在系统前部来检测车速。 当前速度指示器（200）显示车辆驾驶员的当前车辆速度。 多个速度限制指示器在进入曲线道路之前为驾驶员提供速度限制。 多个人字形指示器（400）显示人字形，以便在与限速指示器分离的后侧保持弯曲路段内的固定距离。 第二速度检测器（500）检测通过相邻限速指示器和人字形指示器之间的区段的车辆的平均速度。

公开(公告)号：KR20120022419A

公开(公告)日：2012-03-12

申请号：KR20100086004

申请日：2010-09-02

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： KOO HO BON ,  F E BAUTISTA ,  LEE JONG HYUN ,  KIM SEUNG HYUN ,  LEE JEONG YEOB ,  CHOI JI YONG ,  KIM HONG GYUN ,  BAE SANG WOO

IPC: E02D29/02 ,  E02B3/14 ,  E02D17/20 ,  H02S20/20

CPC classification number: E02D29/02 ,  E02B3/14 ,  E02D17/20 ,  H02S20/20 ,  Y02E10/40

Abstract: PURPOSE: A stepped retaining wall structure having a solar power generation function is provided to obtain energy from self-power generation and without damage to peripheral environments by employing a solar power generation system to each step of a stepped control retaining wall. CONSTITUTION: A stepped retaining wall structure having a solar power generation function comprises a stepped retaining wall(30) and a solar power generation system(40). The solar power generation system comprises a solar collector(41) which is installed on the rear flat portion of each step of the stepped retaining wall, a storage battery(43) which stores energy collected by the solar collector, and an inverter(45) which converts the stored energy into AC current to be used in the real life.

Abstract translation: 目的：提供具有太阳能发电功能的台阶式挡土墙结构，通过对台阶式控制挡土墙的每一步采用太阳能发电系统，从自发电中获得能量并且不损害周围环境。 构成：具有太阳能发电功能的台阶式挡土墙结构包括台阶式挡土墙（30）和太阳能发电系统（40）。 太阳能发电系统包括安装在阶梯式挡土墙的每个台阶的后平坦部分上的太阳能收集器（41），储存由太阳能收集器收集的能量的蓄电池（43）和逆变器（45） 其将存储的能量转换成AC电流以在现实生活中使用。

公开(公告)号：KR20120013739A

公开(公告)日：2012-02-15

申请号：KR20100075927

申请日：2010-08-06

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： LEE SANG SUP ,  BAE KYU WOONG ,  HEO BYUNG WOOK ,  PARK KEUM SUNG ,  GWAK MYEONG GEUN

IPC: E04B5/16 ,  E04B1/30 ,  E04B1/38

CPC classification number: E04B5/18 ,  E04B1/165 ,  E04B5/26 ,  E04C3/20 ,  E04G13/04

Abstract: PURPOSE: A method of constructing an in-site rebar concrete beam using a preinstalled precast concrete slab is provided to reduce costs and enhance constructability since timbering for supporting a beam mold can be omitted. CONSTITUTION: A method of constructing an in-site rebar concrete beam using a preinstalled precast concrete slab is as follows. Timbering(11) is installed. A precast concrete slab(21) is placed on the timbering. A beam mold(31) pre-assembled is transported. A bolt is fastened to an insert nut pre-installed on the precast concrete slab to suspend the mold. Rebar is arranged in the beam mold and on the precast concrete slab. Beam concrete(41) and additional concrete(51) are simultaneously placed. After the concrete is hardened, the beam mold and the timbering are removed.

Abstract translation: 目的：提供一种使用预装的预制混凝土板构筑现场钢筋混凝土梁的方法，以降低成本并提高结构性，因为可以省略用于支撑梁模的木材加工。 构成：使用预装的预制混凝土板构造现场钢筋混凝土梁的方法如下。 木材（11）已安装。 预制混凝土板（21）放置在木材上。 运输预组装的梁模（31）。 螺栓固定在预先安装在预制混凝土板上的插入螺母上以悬挂模具。 钢筋设置在梁模具和预制混凝土板上。 同时放置梁混凝土（41）和附加混凝土（51）。 混凝土硬化后，梁模和木材被取下。