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公开(公告)号：KR101403428B1
公开(公告)日：2014-06-03
申请号：KR1020130111254
申请日：2013-09-16
Applicant: 충남대학교산학협력단
CPC classification number: E01D21/00 , E01D2/00 , E01D19/125 , E04C3/02
Abstract: The present invention relates to a method for manufacturing and constructing a bridge using longitudinal girders integral with cap beams which involves constructing longitudinal girders integral with cap beams on heads of piles and then constructing a floor plate on the girders after the piles are installed. According to the present invention, the construction method is conducted wherein the piles are spaced apart from each other by a given distance (L) along an extension direction (A1) of the length of the bridge, and at the position transversely spaced from the extension direction at the intermediate portion (L/2) between the two piles, the piles are spaced apart from each other by the given distance (L) along an extension direction (A2) of the length of the bridge.
Abstract translation: 本发明涉及一种使用与盖梁一体化的纵梁制造和构造桥梁的方法，该方法涉及在桩头之后构造与盖梁一体的纵向纵梁，然后在安装桩后在梁上构造地板。 根据本发明，进行施工方法，其中桩沿着桥的长度的延伸方向（A1）彼此间隔给定距离（L），并且在与延伸部横向间隔开的位置处 在两个桩之间的中间部分（L / 2）处的方向，桩沿着桥的长度的延伸方向（A2）彼此间隔开给定的距离（L）。
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公开(公告)号：KR1020130102898A
公开(公告)日：2013-09-23
申请号：KR1020120024085
申请日：2012-03-08
Applicant: 충남대학교산학협력단
CPC classification number: E01D21/00 , E01D15/24 , E01D19/125 , E01D19/14 , E01D2101/268 , E02D27/12 , E04C5/16
Abstract: PURPOSE: A pile support type prefabricated type pier construction method is provided to enable the economical and rapid construction of a pier by using a prefabricated method. CONSTITUTION: A pile support type prefabricated type pier construction method comprises the following steps: installing a pile (100), inserting the fastening rod of the pile into the connection hole of a cap beam (200), and connecting a cap beam to the pile using a fastener (130); installing a top steel frame on the top of the cap beam and fixing a deck to the top steel frame; filling infill concrete (110) into the pile and embedding the bottom end of a fastening rod (120) into the infill concrete; and exposing the top end of the fastening rod with a screw part to the top of the infill concrete.
Abstract translation: 目的：提供一种桩支撑式预制式墩施工方法，通过使用预制方法，可以经济，快速地建造码头。 构成：桩支撑型预制型墩施工方法包括以下步骤：安装桩（100），将桩的紧固杆插入帽梁（200）的连接孔中，并将帽梁连接到桩 使用紧固件（130）; 在顶盖的顶部安装顶部钢框架，并将甲板固定在顶部钢框架上; 将填充混凝土（110）填充到桩中并将紧固杆（120）的底端嵌入到填充混凝土中; 并将紧固杆的顶端用螺钉部分暴露于填充混凝土的顶部。
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公开(公告)号：KR1020130020705A
公开(公告)日：2013-02-27
申请号：KR1020130003935
申请日：2013-01-14
Applicant: 충남대학교산학협력단
CPC classification number: E01C11/221 , B01D46/00 , B01D53/00 , B01D53/92
Abstract: PURPOSE: A quadrangle-steel pipe boundary block and a gas treatment equipment is provided to reduce the exhaust gas or the greenhouse gas ejected into the air by a vehicle in operation. CONSTITUTION: A quadrangle-steel pipe boundary block(100) comprises a boundary block body, a duct connection pipe, a suction port cover, and a connection finishing material. The main body for the boundary block comprises a suction port inhaling an automobile's exhaust or a greenhouse gas. A duct adapter is inserted into a perforation within the boundary of the block's main body or hollow and collects the exhaust gas inhaled through the inlet and then ventilated out. The inlet cover is formed in an order corresponding to the inlet of the boundary block's main body. The inlet covers and protects the inlet. The connection finishing material finalizes the interval for the main body of the boundary block which is adjacent to the boundary block's main body. [Reference numerals] (AA,CC) Exhaust gas(greenhouse gas); (BB) Road
Abstract translation: 目的：提供四边形钢管边界块和气体处理设备，以减少在运行中由车辆排放到空气中的废气或温室气体。 构成：四边形钢管边界块（100）包括边界块体，管道连接管，吸入口盖和连接整理材料。 边界块的主体包括吸入汽车排气口或温室气体的吸入口。 管道适配器插入块体主体或中空边界内的穿孔，并收集通过入口吸入的废气，然后通风。 入口盖以对应于边界块主体的入口的顺序形成。 入口覆盖并保护入口。 连接整理材料确定边界块主体与边界块主体相邻的间隔。 （附图标记）（AA，CC）废气（温室气体）; （BB）路
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公开(公告)号：KR101013361B1
公开(公告)日：2011-02-14
申请号：KR1020100067988
申请日：2010-07-14
Applicant: 충남대학교산학협력단
IPC: F21V8/00 , E01F9/20 , F21V5/04 , F21S10/00 , F21Y101/02 , F21W111/02 , G02B6/12
CPC classification number: G02B6/0005 , E01F9/20 , F21S10/007 , F21V5/048 , F21V2200/10 , F21W2111/02 , F21Y2101/00 , G02B2006/12111 , Y10S362/80
Abstract: PURPOSE: A light concrete and a safety display device using the same are provided to secure the safety of a pedestrian and a driver by improving the visibility of a concrete structure. CONSTITUTION: A light concrete comprises a body part(110), a light collecting unit(120), a light transmitting unit(140) and a light emitting unit(160). The body part is formed by curing concrete materials. The light collecting unit is arranged on one side of the body part and has a lens for collecting external light. The light transmitting unit is arranged on the rear of the light collecting unit. The light transmitting unit transmits light to a wanted position through the optical fiber buried in the body part. The light emitting unit emits light transmitted through the light transmitting unit to the outside.
Abstract translation: 目的：提供一种轻型混凝土和使用其的安全显示装置，以通过提高混凝土结构的可视性来确保行人和驾驶员的安全。 构成：轻型混凝土包括主体部分（110），聚光单元（120），光发射单元（140）和发光单元（160）。 身体部位是通过固化混凝土材料形成的。 集光单元布置在主体部分的一侧，并且具有用于收集外部光的透镜。 光发射单元布置在集光单元的后部。 光发射单元通过掩埋在身体部分中的光纤将光发射到想要的位置。 发光单元将透过光发射单元的光发射到外部。
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Patent Agency Ranking
公开(公告)号：KR102199456B1
公开(公告)日：2021-01-08
申请号：KR1020190168878
申请日：2019-12-17
Applicant: 충남대학교산학협력단
Inventor： 임남형
Abstract: 바크하우젠잡음(MBN)을이용한철도레일의축방향응력측정시, 지그모듈및 MBN 프로브모듈을이용하여바크하우젠잡음을측정하는프로브와레일간의간격(Gap)을정확하게측정및 조절할수 있고, 또한, 프로브와레일간의간격(Gap) 위치에발생하는전류량을이용하여육안으로보이지않는프로브와레일간의간격(Gap)을정확하게측정할수 있으며, 또한, 간격(Gap) 조절장치인접촉조절나사를통해프로브와레일간의간격(Gap)을일정하게유지함으로써레일의축방향응력을용이하게측정할수 있는, 지그모듈을이용한비파괴적방식의레일축방향응력측정시스템및 그방법이제공된다.
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公开(公告)号：KR102069799B1
公开(公告)日：2020-03-12
申请号：KR1020190142813
申请日：2019-11-08
Applicant: 충남대학교산학협력단 , 주식회사 에이베스트
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公开(公告)号：KR101351829B1
公开(公告)日：2014-01-16
申请号：KR1020120024085
申请日：2012-03-08
Applicant: 충남대학교산학협력단
Abstract: 예컨대 해상 등의 지반에 말뚝을 시공하고 상기 말뚝 상부에 바닥판을 시공하여 설치되는 잔교시공 방법에 대한 것으로서, 말뚝을 잔교의 연장방향 즉 종방향으로 서로 이격되도록 시공하고, 상기 말뚝의 상부에는 캡빔을 설치하게 된다. 이러한 캡빔은 프리캐스트 구조물로서 PHC 말뚝의 상단부를 확장시켜 교각의 코핑부 역할을 하도록 하게 된다. 이때 상기 캡빔과 PHC 말뚝은 서로 봉 체결방식을 따르게 되는데 이러한 봉 체결방식은 먼저 PHC 말뚝의 상부 중공에 속채움 콘크리트를 타설함과 더불어 체결봉을 상기 속채움 콘크리트에 매입시키고 상단이 노출되도록 하게 된다. 이에 상기 상단이 노출된 체결봉의 상단이 캡빔을 관통하도록 하고 캡빔 상면에서 체결구를 이용하여 PHC 말뚝에 간단하게 캡빔을 체결시켜 시공하게 된다.
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