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公开(公告)号：KR1020130109542A
公开(公告)日：2013-10-08
申请号：KR1020120031331
申请日：2012-03-27
Abstract: PURPOSE: A construction method for buildings using heating forms heated by microwaves is provided to significantly reduce a construction period by increasing the temperature of a form and boosting the curing of concrete. CONSTITUTION: A construction method for buildings using heating forms heated by microwaves comprises the following steps: installing forms on the outer and inner walls of a building; attaching heating forms on the surfaces of the forms; pouring concrete into the forms; and supplying power to the heating forms and curing the concrete. [Reference numerals] (AA) Include a rebar arrangement bar; (S100) Install forms on the outer and inner walls of a building; (S110) Attach heating forms on the surfaces of the forms on the outer wall of a building; (S120) Pour concrete into the forms; (S130) Supply power to the heating forms and cure the concrete of the outer wall of a building
Abstract translation: 目的：提供使用微波加热的建筑物的施工方法，通过增加一种形式的温度和提高混凝土的固化来显着减少施工周期。 构成：使用微波加热的建筑物的施工方法包括以下步骤：在建筑物的外壁和内壁上安装形式; 将加热形式附着在表面上; 将混凝土浇注成型; 并为加热形式供电并固化混凝土。 （附图标记）（AA）包括钢筋安排杆; （S100）在建筑物的外墙和内墙上安装表格; （S110）在建筑物的外壁上的表格的表面上附加加热表格; （S120）将混凝土浇注成型; （S130）为加热形式供电，并固化建筑物外墙的混凝土
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Patent Agency Ranking
公开(公告)号：KR1020130063598A
公开(公告)日：2013-06-17
申请号：KR1020110130014
申请日：2011-12-07
CPC classification number: B28B11/245 , B28B11/241 , C04B40/0254
Abstract: PURPOSE: A sliding device for a heating form using microwave is provided to heat a form by being installed in an external partition of a steel form without a separate heating wire line using a heating apparatus in a modular form including a heating part heated by microwave. CONSTITUTION: A sliding apparatus for a heating form using microwave has a heating apparatus in the partition. The heating apparatus comprises a microwave generator(15), a waveguide(16), a housing and a heating part. The waveguide delivers the microwave from the microwave generator to the inside of the housing. The housing diffusely reflects the microwave delivered to the waveguide. The heating part absorbs the diffusely reflected microwave, generates heat and heats the surface of the concrete with heat. A sliding rail(21) is installed on the top of the form. The microwave generator provides microwaves to the waveguide through a microwave supply hole while moving on the sliding rail.
Abstract translation: 目的：提供一种使用微波的加热形式的滑动装置，通过安装在钢板外部隔板中而不使用单独的加热线将加热形式加热，该加热装置采用包括由微波加热的加热部件的模块化形式的加热装置。 构成：使用微波的加热形式的滑动装置在隔板中具有加热装置。 加热装置包括微波发生器（15），波导管（16），壳体和加热部件。 波导将微波从微波发生器传送到壳体的内部。 壳体漫反射传递到波导的微波。 加热部分吸收漫反射的微波，产生热量并加热混凝土的表面。 滑轨（21）安装在表格的顶部。 微波发生器在滑轨上移动时通过微波炉供应孔向波导提供微波。
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公开(公告)号：KR1020120077863A
公开(公告)日：2012-07-10
申请号：KR1020100139973
申请日：2010-12-31
Applicant: 한국철도기술연구원
Abstract: PURPOSE: A system for measuring an interval between a railway vehicle and facilities inside a tunnel is provided to accurately measure an interval between a railway vehicle driving in a tunnel and facilities inside the tunnel on a real time basis. CONSTITUTION: A system for measuring an interval between a railway vehicle and facilities inside a tunnel comprises a plurality of laser generating units(110), a camera(120), an image processing unit(130), and an operating unit(190). The laser generating unit is mounted on a railway vehicle. The camera records a pattern. Laser beams irradiated from the laser generating unit is touched to facilities mounted in the inner surface of the tunnel or inside the tunnel so that the pattern is formed. The image processing unit decides an interval between the driving railway vehicle and the facilities inside the tunnel based on the images obtained by the camera. The operating unit processes data transmitted from the image processing unit by being connected to the image processing unit through a network or transmits the data or operating commands to the image processing unit.
Abstract translation: 目的：提供一种用于测量铁路车辆与隧道内设施间隔的系统，以准确测量隧道内行驶的铁路车辆与隧道内设施之间的间隔。 构成：用于测量铁路车辆与隧道内的设施之间的间隔的系统包括多个激光产生单元（110），照相机（120），图像处理单元（130）和操作单元（190）。 激光发生单元安装在铁路车辆上。 相机记录图案。 从激光发生单元照射的激光束被触摸到安装在隧道的内表面或隧道内部的设施，从而形成图案。 图像处理单元基于由照相机获得的图像来确定行驶轨道车辆与隧道内的设施之间的间隔。 操作单元通过网络连接到图像处理单元来处理从图像处理单元发送的数据，或者将数据或操作命令发送到图像处理单元。
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公开(公告)号：KR100954155B1
公开(公告)日：2010-04-20
申请号：KR1020090093901
申请日：2009-10-01
Applicant: 한국철도기술연구원
CPC classification number: Y02W30/94 , C04B18/142 , C04B16/0691 , C04B28/04 , C04B2111/00017 , C04B2201/50 , E01B3/28
Abstract: PURPOSE: A concrete composition for prestressed concrete sleeper is provided to satisfy required intensity, durability and environmental features for a railway prestressed concrete sleeper using the large amount of steel slag and blast furnace slag. CONSTITUTION: A concrete composition for prestressed concrete sleeper contains 15~30 parts by weight of blast furnace slag, 220~280 parts by weight of steel-manufacturing slag atomized by fine aggregate, and 30~40 parts by weight of for water based on 100 parts by weight of crude steel portland cement. The density of the steel-manufacturing slag is 3.4~3.6. The concrete composition additionally contains a fibrous reinforcing agent, an admixture, or their compound.
Abstract translation: 目的：提供一种预应力混凝土轨枕的混凝土组合物，以满足使用大量钢渣和高炉矿渣的铁路预应力混凝土轨枕所需的强度，耐久性和环境特性。 构成：预应力混凝土轨枕的混凝土组合物含有15〜30重量份的高炉矿渣，220〜280重量份由细骨料雾化的钢铁制造渣，30〜40重量份的水为100 粗钢波特兰水泥重量份。 炼钢渣的密度为3.4〜3.6。 混凝土组合物还含有纤维增强剂，混合物或其化合物。
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公开(公告)号：KR1020090086862A
公开(公告)日：2009-08-14
申请号：KR1020080012364
申请日：2008-02-11
Applicant: 한국철도기술연구원
IPC: E02D3/00 , E02D29/02 , C04B18/08 , C04B33/135
CPC classification number: E02D3/00 , C04B18/08 , C04B33/1352 , E02D29/0225 , E02D2300/0001 , E02D2300/0085
Abstract: A lightweight soil for soft ground and retaining wall and a construction method using the same are provided to reduce subsidence of soft ground and earth pressure applied to retaining wall. A construction method using lightweight soil includes the steps of stacking lightweight soil(20) on soft ground(10) and stacking soil(30) on the lightweight soil. The lightweight soil is made of a mixture of waste tire pieces and coal ash, where the volume ratio of waste tire pieces and coal ash is 40:60~60:40 and the length of the waste tire piece is 5~30cm. The height of the lightweight soil is determined based on a structure to be constructed on the soft ground. The lightweight is separated from adjacent aggregate by geo-textile(60).
Abstract translation: 提供了一种用于软土和挡土墙的轻质土壤及其施工方法，以减少施加在挡土墙上的软土和土压的沉降。 使用轻质土壤的施工方法包括将轻质土壤（20）堆放在软土（10）上，并在轻质土壤上堆放土壤（30）的步骤。 轻质土壤由废轮胎片和煤灰混合制成，废轮胎片和煤灰的体积比为40：60〜60：40，废轮胎片的长度为5〜30cm。 轻质土壤的高度是根据在软土上构造的结构确定的。 轻质材料通过地毯织物与相邻聚集体分离（60）。
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公开(公告)号：KR1020010046357A
公开(公告)日：2001-06-15
申请号：KR1019990050083
申请日：1999-11-12
Applicant: 한국철도기술연구원
IPC: G01H1/00
Abstract: PURPOSE: An anchor for a sensor for measuring ground vibration is provided to increase accuracy and reliability in measuring ground vibration by increasing a contact area of the anchor with the ground and integrating the sensor and the ground. CONSTITUTION: An anchor for a sensor for measuring ground vibration includes an anchor body(10), a strike cap(20) and a fixed plate. The anchor body is gradually narrowed toward a lower part and has a plurality of projections(11) formed on an external diameter in a longitudinal direction and a connection projection(12) formed on an upper surface. The strike cap receives the connection projection for striking an upper end of the anchor body and has a receiving hole(21) formed in a lower portion having a stepped inner diameter. The fixed plate has a connection hole formed at the center for connecting with the connection projection and a plurality of sensor connecting holes formed around the connection hole in various sizes.
Abstract translation: 目的：提供用于测量地面振动的传感器的锚固件，以通过增加锚固体与地面的接触面积并整合传感器和地面来提高测量地面振动的精度和可靠性。 结构：用于测量地面振动的传感器的锚固件包括锚固体（10），撞击盖（20）和固定板。 锚固体朝向下部逐渐变窄，并且具有形成在纵向外径上的多个突起（11）和形成在上表面上的连接突起（12）。 撞击帽接收用于撞击锚固体的上端的连接突起，并且具有形成在具有阶梯状内径的下部中的接收孔（21）。 固定板具有形成在中心的连接孔，用于与连接突起连接，以及形成在各种尺寸的连接孔周围的多个传感器连接孔。
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