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1.发明申请
公开(公告)号：WO2013022180A1
公开(公告)日：2013-02-14
申请号：PCT/KR2012/004400
申请日：2012-06-04
CPC classification number: G06Q10/0639 , G06Q50/08
Abstract: 본 발명은 도로 품질성능지수 산출방법, 도로 품질 평가방법, 도로 품질 평가장치에 관한 것으로서, 정량화된 품질 평가기준인 품질성능지수를 도입함으로써 도로 건설에 따른 각 시공 목적물의 품질을 객관적으로 판단할 수 있는 도로 품질성능지수 산출방법, 도로 품질 평가방법, 도로 품질 평가장치에 관한 것이다. 이를 위해 도로 건설에 따른 각 공종의 평가항목인 공종별 평가항목을 분류하는 단계(S610); 분류된 공종별 평가항목에 따른 평가등급 및 가중치를 산출하는 단계(S620); 및 평가등급 및 가중치를 이용하여 시공 목적물에 대한 정량적 평가지수인 품질성능지수를 산출하는 단계(S630);를 포함하는 것을 특징으로 하는 도로 품질성능지수 산출방법이 개시된다.
Abstract translation: 本发明涉及一种用于计算道路质量绩效指标的方法，道路质量评估方法以及使用质量绩效指标（即量化质量评估标准）的道路质量评价装置，以客观确定 建设道路的每个施工目标的质量。 为此，用于计算道路质量绩效指标的方法的特征在于包括：对建筑作业类型的评价项目进行分类的步骤（S610），即对要构建的道路中的每个建筑工作类型的评价项目; 计算各种建筑工作类型的分类评价项目的评价等级和加权值的步骤（S620） 以及使用评价等级和加权值来计算建筑目标的质量绩效指标即量化评价指标的步骤（S630）。
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Patent Agency Ranking
公开(公告)号：KR1020120020385A
公开(公告)日：2012-03-08
申请号：KR1020100083966
申请日：2010-08-30
Applicant: 한국도로공사
IPC: E01D21/00 , E01D19/02 , C04B7/02 , E01D101/24
CPC classification number: Y02W30/92 , E01D21/00 , C04B7/02 , E01D19/02 , E01D2101/24
Abstract: PURPOSE: A construction method of a high-strength pier using concrete and a pier thereby are provided to prevent cracks caused by heat of hydration generated when concrete is cured. CONSTITUTION: A construction method of a high-strength pier using concrete is as follows. A foundation having first compressive strength is formed using first concrete(S100). The first compressive strength is 20-30MPa. A column is formed on the foundation using second concrete to have second compressive strength relatively higher than the first compressive strength(S200). A coping having the second compressive strength is formed on the column using the second concrete(S300). The second compressive strength is 40-50 MPa.
Abstract translation: 目的：提供使用混凝土和码头的高强度墩的施工方法，以防止混凝土固化时产生的水化热引起的裂缝。 构成：使用混凝土的高强度码头施工方法如下。 使用第一混凝土形成具有第一抗压强度的基础（S100）。 第一抗压强度为20-30MPa。 使用第二混凝土在基础上形成柱，使第二抗压强度相对高于第一抗压强度（S200）。 使用第二混凝土在柱上形成具有第二抗压强度的应力（S300）。 第二抗压强度为40-50MPa。
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公开(公告)号：KR1020130026592A
公开(公告)日：2013-03-14
申请号：KR1020110078983
申请日：2011-08-09
Applicant: 한국도로공사
IPC: G06Q50/00
CPC classification number: G06Q10/0639 , G06Q50/08
Abstract: PURPOSE: A method for calculating a road quality performance index, a method for evaluating road quality, a device for evaluating road quality, and a recording medium thereof are provided to reduce maintenance costs for a roadway construction object by improving quality through the evaluation of the quality performance index. CONSTITUTION: A road quality evaluating device classifies estimation items by process according to roadway construction to calculate a road quality performance index(S610). After the estimation items by process are classified through a survey, the advice of an expert, or site evaluation, the device calculates a weighted value and an evaluation grade according to the classified estimation items(S620). The device calculates a quality performance index about a construction object by using the weighted value and the evaluation grade(S630). [Reference numerals] (AA) Start; (BB) End; (S610) Classifying evaluation times by processes which are the evaluation items of each process according to roadway construction; (S620) Calculating evaluation grades and weighted values according to the classified evaluation items of each process; (S630) Calculating quality performance index which is a quantitative evaluation index about a construction object using the evaluation grades and the weighted values
Abstract translation: 目的：提供一种用于计算道路质量绩效指标的方法，道路质量评估方法，道路质量评价装置及其记录介质，以通过评价道路施工对象的质量提高质量来降低道路建设对象的维护成本 质量绩效指标。 规定：道路质量评估装置根据道路施工对进度估算项目进行分类，计算道路质量绩效指标（S610）。 在通过调查进行的估计项目分类后，专家的意见或场地评估，设备根据分类的估计项目计算加权值和评价等级（S620）。 该设备通过使用加权值和评估等级来计算建筑物体的质量绩效指标（S630）。 （附图标记）（AA）开始; （BB）结束; （S610）根据道路施工对每个过程的评估项目进行分类评估时间; （S620）根据每个过程的分类评估项目计算评估等级和加权值; （S630）使用评价等级和加权值计算作为施工对象的定量评价指标的质量绩效指标
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公开(公告)号：KR101263422B1
公开(公告)日：2013-05-10
申请号：KR1020100084840
申请日：2010-08-31
Applicant: 한국도로공사
Abstract: 차량방호울타리가개시된다. 본발명의바람직한일 실시예에따르면, 단면상 Z 형태로형성되는지주대와지주대의적어도일측에결합되는상단레일과상단레일의하단부에소정간격으로이격되어지주대의하단부의적어도일측에결합되는하단레일과상단레일과하단레일에동시에결합되어상단레일과하단레일의간격을유지시켜주는레일보강대과상단레일및 하단레일각각과지주대사이에위치하여결합되는댐퍼를포함하는차량방호울타리가제공된다. 본발명에따르면, 지주를중심으로하나의측면에만상단및 하단레일이설치되는경우에도방호효과를높일수 있고, 차량방호울타리를가드레일뿐만아니라중앙분리대로도이용할수 있는장점이있다.
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公开(公告)号：KR1020120020910A
公开(公告)日：2012-03-08
申请号：KR1020100084840
申请日：2010-08-31
Applicant: 한국도로공사
Abstract: PURPOSE: A guardrail is provided to enhance a protecting effect even if upper and lower rails are installed only on one side around a lever. CONSTITUTION: A guardrail comprises posts(100), an upper rail(110), a lower rail(120), a rail stiffener(130), and dampers(140). The posts are formed in a cross section of a Z shape and are installed on road at a given interval. The upper and lower rails are installed between the posts. The upper and lower rails protect vehicles by lowering the speed of a vehicle in collision with the vehicle. The rail stiffener is coupled to both the upper and lower rails and maintains a gap between the rails. The dampers are respectively installed between the posts and the upper and lower rails to increase the protecting effect.
Abstract translation: 目的：提供护栏以增强保护效果，即使上下导轨仅安装在杠杆周围的一侧。 构造：护栏包括柱（100），上轨道（110），下轨道（120），轨道加强板（130）和阻尼器（140）。 柱形成为Z形的横截面，并且以给定间隔安装在道路上。 上部和下部导轨安装在支柱之间。 上下轨道通过降低与车辆碰撞的车辆的速度来保护车辆。 导轨加强件联接到上轨道和下轨道两者之间，并且在轨道之间保持间隙。 阻尼器分别安装在支柱和上下轨道之间，以增加保护作用。
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公开(公告)号：KR1020100078993A
公开(公告)日：2010-07-08
申请号：KR1020080137390
申请日：2008-12-30
Applicant: 한국도로공사
CPC classification number: G05B23/024 , G06F9/448 , G06F9/453 , G06F15/00 , G06F17/18 , G06F17/30598
Abstract: PURPOSE: A risk prediction system of construction accident and a method thereof are provided to prevent the safety accident efficiently by estimating the safety accident for each factor in a construction spot. CONSTITUTION: When an accident happens in a construction spot, an accident reporting unit(20) inputs accident information on period, subject and working conditions. An accident analysis unit(30) analyzes accident information data and previous accident information to allocate a score for each information element, and estimates a safety accident risk rate based on the number in which the scores are summed up. A safety accident risk rate estimation unit(40) displays a risk rate and a risk grade for entire and partial information elements inputted form the accident reporting unit and the accident analysis unit.
Abstract translation: 目的：提出施工事故风险预测系统及其方法，通过估算施工现场各因素的安全事故，有效防止安全事故。 构成：当施工现场发生事故时，事故报告单位（20）输入有关期间，主体和工作条件的事故信息。 一个事故分析单元（30）分析事故信息数据和以前的事故信息，为每个信息要素分配一个分数，并根据总结的数量估计安全事故风险率。 安全事故风险率估计单元（40）显示从事故报告单元和事故分析单元输入的全部和部分信息元素的风险等级。
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