公开(公告)号：KR102118671B1

公开(公告)日：2020-06-03

申请号：KR1020190102486

申请日：2019-08-21

Applicant: 에프알앤디건설(주)

Inventor： 권봉주

IPC: E01D19/08 ,  E01D21/00 ,  C09D5/00 ,  C09D123/06 ,  C09D195/00 ,  D06M15/21 ,  E01C19/48

公开(公告)号：KR101285772B1

公开(公告)日：2013-07-19

申请号：KR1020120105791

申请日：2012-09-24

Applicant: 우라카미 합동회사 ,  에프알앤디건설(주)

Inventor： 우라카미후카시 ,  이희연

IPC: C23C4/00

Abstract: PURPOSE: A surface treatment apparatus is provided to almost exclude environmental contamination with preventing the generation of dust in a surface treatment and to conveniently utilize the apparatus with a simple structure and a light weight. CONSTITUTION: A surface treatment apparatus comprises a decompressing container, an absorbing seal, a negative pressure generating unit, a spraying unit, and an inertial moving unit. The decompressing container has an opened side facing the structure plate of a steel product. An absorbing seal is mounted at the opened periphery of the side of the decompressing container. The negative pressure generating unit extracts a fluid using a region surrounded by the decompressing container, the absorbing seal, and the structure plate. A cover plate (81) has a portion cut into a U-shaped, and the portion covers the opened portion of the absorbing seal.

Abstract translation: 目的：提供表面处理装置，以防止在表面处理中产生粉尘的环境污染，并且以简单的结构和重量轻便地利用该装置。 构成：表面处理装置包括减压容器，吸收密封件，负压产生单元，喷射单元和惯性移动单元。 减压容器具有面向钢制品的结构板的敞开侧。 吸收密封件安装在减压容器的侧面的开口周边。 负压产生单元使用由减压容器，吸收密封件和结构板包围的区域提取流体。 盖板（81）具有切割成U形的部分，并且该部分覆盖吸收式密封件的打开部分。

公开(公告)号：KR101265580B1

公开(公告)日：2013-05-22

申请号：KR1020120105787

申请日：2012-09-24

Applicant: 우라카미 합동회사 ,  에프알앤디건설(주)

Inventor： 우라카미후카시 ,  이희연

IPC: B62D57/024 ,  B25J9/06

Abstract: PURPOSE: A surface processing device is provided to prevent an environmental contamination by removing foreign substances such as rust or old paint film and by absorbing and collecting the removed foreign substances. CONSTITUTION: A surface processing device comprises four ball joints(A1,A2) mounted on four corners of a supporting member and four ball joints(B1,B2) mounted on the four corners of the supporting member which is far from an object surface(01). The ball joints are individually connected to a link rod(31), and each link rod are arranged in parallel. A plurality of actuators is arranged in order to change the distance of a surface in which the ball joints are arranged. The ball joint supports a nozzle(61) injecting a surface processing material such as fuel ash with a support member.

Abstract translation: 目的：提供一种表面处理装置，通过除去生锈或老漆膜等异物，吸收和收集被除去的异物来防止环境污染。 构成：表面处理装置包括安装在支撑构件的四个角上的四个球形接头（A1，A2）和安装在远离物体表面的支撑构件的四个角部（B1，B2）上的四个球窝接头（B1，B2） ）。 球接头分别连接到连杆（31），并且每个连杆被平行设置。 布置多个致动器以便改变其中布置球窝接头的表面的距离。 球形接头支撑喷嘴（61），其将诸如燃料灰的表面处理材料与支撑构件注射。

公开(公告)号：KR101153899B1

公开(公告)日：2012-06-18

申请号：KR1020110071330

申请日：2011-07-19

Applicant: 에프알앤디건설(주)

Inventor： 이희연

IPC: E01D22/00 ,  E01D19/08 ,  E04D11/02 ,  E04G23/02 ,  E01D101/24 ,  E01D101/26

CPC classification number: E01D22/00 ,  E01D19/08 ,  E01D19/083 ,  E01D2101/24 ,  E01D2101/26 ,  E04D11/02 ,  E04G23/02

Abstract: PURPOSE: A repairing and waterproofing method for a bridge is provided to prevent a repaired material from being separated from a concrete bridge even if the repair material is attached on a wet part of the concrete bridge. CONSTITUTION: A repairing and waterproofing method for a bridge is as follows. The deteriorated part of a bridge deck is removed. A reinforcing agent, containing sodium silicate and acrylate, is spread on the surface of the surface of the bridge deck where the deteriorated part is removed. Ultra rapid hardening polymer concrete is placed on the spread reinforcing agent. A waterproofing agent is spread on the placed ultra rapid hardening polymer concrete. Asphalt concrete is placed on the spread waterproofing agent.

Abstract translation: 目的：提供桥梁的修理和防水方法，以防止修理材料与混凝土桥梁分离，即使修理材料附着在混凝土桥梁的湿部。 构成：桥梁的修理和防水方法如下。 拆卸桥面板的恶化部分。 含有硅酸钠和丙烯酸酯的增强剂分散在桥面的表面，其中去除了劣化部分。 将超快速硬化聚合物混凝土置于铺展增强剂上。 将防水剂铺展在放置的超快速硬化聚合物混凝土上。 将沥青混凝土置于铺展防水剂上。

公开(公告)号：KR101032740B1

公开(公告)日：2011-05-06

申请号：KR1020100096817

申请日：2010-10-05

Applicant: 에프알앤디건설(주)

Inventor： 이희연

IPC: E01D19/04 ,  F16F15/02 ,  F16F7/104 ,  E04B1/36

CPC classification number: E01D19/046 ,  E01D19/041 ,  E04B1/36 ,  F16F7/104 ,  F16F15/02

Abstract: PURPOSE: A bridge bearing system of a bridge is provided to prevent damage to a pier or the bridge bearing system by minimizing the excessive movement of a bearing. CONSTITUTION: A bridge bearing system of a bridge comprises a main body(100), fixing units(120), a spherical bearing(200), an elastic member(300), an upper plate(400), and a main body fixing block(500). A bearing mounting groove(110) is formed on the top surface of the main body. The fixing units are formed in the bottom of the main body and are fixed to the top end of a pier or a coping. The spherical bearing is installed in the bearing mounting groove. The elastic member is installed on the top of the spherical bearing. The upper plate is installed on the top of the elastic member. The main body fixing block is installed in the main body to support the upper plate.

Abstract translation: 目的：提供桥梁的桥梁支撑系统，以通过最小化轴承的过度运动来防止对码头或桥梁轴承系统的损坏。 构成：桥梁的桥架系统包括主体（100），固定单元（120），球面轴承（200），弹性构件（300），上板（400）和主体固定块 （500）。 轴承安装槽（110）形成在主体的顶面上。 固定单元形成在主体的底部并且被固定到码头的顶端或应对。 球面轴承安装在轴承安装槽中。 弹性构件安装在球面轴承的顶部。 上板安装在弹性部件的顶部。 主体固定块安装在主体中以支撑上板。

公开(公告)号：KR101032739B1

公开(公告)日：2011-05-06

申请号：KR1020100096812

申请日：2010-10-05

Applicant: 에프알앤디건설(주)

Inventor： 이희연

IPC: E01D19/04 ,  E01D22/00 ,  F16F15/02 ,  F16F7/104 ,  E04B1/36

CPC classification number: E01D19/046 ,  E01D22/00 ,  E04B1/36 ,  F16F7/104 ,  F16F15/02

Abstract: PURPOSE: A bridge bearing system of a railroad bridge and a repairing method of a railroad bridge using the same are provided to stably resist the horizontal shock of a railroad girder using a shock absorbing unit. CONSTITUTION: A bridge bearing system of a railroad bridge comprises a main body(100), fixing units(110), a shock absorbing unit(200), an upper plate(300), a soleplate(400), and side fixing blocks(410). The fixing units are formed in the bottom of the main body and are fixed to the top ends of a pier or a coping. The shock absorbing unit is detachably installed in the top of the main body. The upper plate is detachably installed in the top of the shock absorbing. The soleplate is integrally installed on the top of the upper plate. A railway girder(2) is installed on the top of the soleplate. The side fixing blocks are coupled to both sides of the soleplate to support both sides of the railway girder.

Abstract translation: 目的：提供一种铁路桥梁桥梁系统及其使用的铁路桥梁的修理方法，以稳定地抵抗使用冲击吸收单元的铁路大梁的水平冲击。 构成：铁路桥梁的桥梁支承系统包括主体（100），固定单元（110），减震单元（200），上板（300），底板（400）和侧固定块（ 410）。 固定单元形成在主体的底部并且固定到码头的顶端或应对。 冲击吸收单元可拆卸地安装在主体的顶部。 上板可拆卸地安装在减震器的顶部。 底板一体安装在上板的顶部。 一个铁路大梁（2）安装在底板的顶部。 侧固定块联接到底板的两侧以支撑铁路大梁的两侧。

公开(公告)号：KR101014655B1

公开(公告)日：2011-02-16

申请号：KR1020100087039

申请日：2010-09-06

Applicant: 에프알앤디건설(주)

Inventor： 이희연

IPC: C08F283/12 ,  C08F20/18 ,  C08G77/04 ,  E01C7/10

CPC classification number: C08F283/12 ,  C04B24/26 ,  C08F2/01 ,  C08F220/18 ,  C08G77/04

Abstract: PURPOSE: A method for preparing a silicate-acrylic copolymer is provided to improve properties such as compressive strength, flexural strength, and abrasion resistance of a quick-drying polymer modified concrete. CONSTITUTION: A method for preparing a silicate-acrylic copolymer includes the steps of: heating tetraethoxysilane; mixing, based on 45~55 weight% tetraethoxysilane, 22~28 weight% 2-propenoic acid, 15~24 weight% n-butyl acrylate, 1~10 weight% glycol methacrylate, 0.1~1 weight% dodecylmercaptan, and 0.1~1 weight% azobisisobutyronitrile to prepare a first mixture; cooling the first mixture; mixing 45~55 weight% first mixture, 10~20 weight% tetraethoxysilane, 15~25 weight% n-octyltriethoxysilane, 5~15 weight% siloxane and 1~10 weight% polyoxyethylene to prepare a second mixture; heating the second mixture; cooling the second mixture to room temperature.

Abstract translation: 目的：提供一种制备硅酸酯 - 丙烯酸共聚物的方法，以改进快干聚合物改性混凝土的抗压强度，抗弯强度和耐磨性等性能。 构成：制备硅酸酯 - 丙烯酸共聚物的方法包括以下步骤：加热四乙氧基硅烷; 混合，基于45〜55重量％四乙氧基硅烷，22〜28重量％2-丙烯酸，15〜24重量％丙烯酸正丁酯，1〜10重量％乙二醇甲基丙烯酸酯，0.1〜1重量％十二烷基硫醇和0.1〜1重量％ 重量％偶氮二异丁腈以制备第一混合物; 冷却第一混合物; 混合45〜55重量％的第一混合物，10〜20重量％的四乙氧基硅烷，15〜25重量％的正辛基三乙氧基硅烷，5〜15重量％的硅氧烷和1〜10重量％的聚氧乙烯，制备第二个混合物; 加热第二混合物; 将第二混合物冷却至室温。

公开(公告)号：KR1020150061703A

公开(公告)日：2015-06-05

申请号：KR1020130145570

申请日：2013-11-27

Applicant: 에프알앤디건설(주)

Inventor： 이희연

IPC: E01C23/10 ,  C04B35/03

CPC classification number: E01C11/005 ,  C04B14/06 ,  C04B22/066 ,  C04B41/4853 ,  C04B41/522

Abstract: 본발명은모르타르조성물및 에폭시수지조성물을제조하는제조단계; 아스팔트콘크리트또는콘크리트도로포장(10)의보수부위(20) 및주위를정리하는도로포장의노면정리단계; 정리된도로포장(10)의보수부위(20)에모르타르조성물을타설한후 양생하는모르타르조성물타설및 양생단계; 양생한모르타르조성물의상부에에폭시수지조성물을도포한후 양생하는에폭시수지조성물도포및 양생단계;를포함하는것을특징으로하는도로포장의보수공법을제시함으로써, 아스팔트콘크리트또는콘크리트도로포장의보강부위를신속하게보수하고, 미끄럼방지성능을향상시키며, 우천시에도작업성을확보하고, 내구성, 내후성및 내마모성이우수하고, 수축균열에대한저항성, 동결융해저항성을향상시키고, 현장적용성이뛰어나도록한다.

Abstract translation: 提出了一种路面修复方法，包括制造砂浆组合物和环氧树脂组合物的制造步骤; 清理沥青混凝土或混凝土路面（10）及其周围的要修理的部分（20）的路面间隙步骤; 砂浆组合物放置和固化步骤，用于将灰浆组合物放置在待清洁的路面（10）上要修复的部分（20）上; 以及环氧树脂组合物的涂层和硬化步骤，其在固化的砂浆组合物的顶部上涂覆和固化环氧树脂组合物。 本发明能够快速修复沥青混凝土或混凝土路面的增强部分，提高防滑性能，即使在下雨的情况下也能获得工作效率，获得改善的耐久性，耐候性和耐磨性，并且改善收缩裂纹 电阻，抗冻融性和现场适用性。

公开(公告)号：KR1020150009889A

公开(公告)日：2015-01-27

申请号：KR1020130084405

申请日：2013-07-17

Applicant: 에프알앤디건설(주)

Inventor： 이희연

IPC: B24C9/00

CPC classification number: B24C9/00

Abstract: 본 발명은 샌드 블라스트 비산방지 장치에 관한 것으로, 피가공물에 연마재를 충돌시켜서 연마 가공을 수행하면서 상기 연마재를 회수함과 동시에 상기 연마재가 비산함을 방지할 수 있도록 상기 피가공물의 주연부에 설치되는 샌드 블라스트 비산방지 장치로서, 연마 가공 공간을 형성할 수 있도록 복수의 프레임이 상호 연결되며 상기 피가공물의 표면이 상기 연마 가공 공간의 내부로 노출되도록 일측에 노출면을 구비한 프레임부와; 상기 프레임부의 일측에 구비되어 상기 프레임부의 일측면을 폐쇄시키는 제1플레이트와; 상기 프레임부의 타측에 구비되어 상기 프레임부의 타측면을 폐쇄시키는 제2면 플레이트와; 상기 프레임부와, 상기 제1플레이트 및 상기 제2플레이트 중 어느 하나에 연통되어 상기 연마재를 회수하는 회수관과; 상기 노출면과 상기 제1플레이트 및 제2플레이트를 제외한 상기 프레임부의 둘레면을 감싸도록 상기 프레임부에 부착되어 상기 연마 가공 공간을 형성하는 커버부재를; 포함함으로써, 피가공물의 표면으로부터 연마재 분사구 사이의 거리를 충분히 확보함으로써 연마 효율을 향상시킴과 동시에 피가공물을 연마 가공하면서 연마재가 비산되지 않도록 하여 연마재를 완전하게 회수할 수 있도록 함으로써 작업 환경의 오염을 방지할 수 있다.

Abstract translation: 本发明涉及一种防止沙尘散射的装置。 根据本发明，处理对象与抛光剂碰撞，使得抛光剂可以在抛光过程中回收，并且防砂装置设置在加工对象的周缘部分上，以防止抛光剂 从散射。 本发明包括：框架部分，其中多个框架连接到抛光处理空间信息，并且暴露表面设置在一侧，使得处理对象的表面暴露于抛光处理空间中; 第一板，设置在所述框架部分的一侧以封闭所述框架部分的一个侧表面; 设置在所述框架部分的另一侧的第二板，以封闭所述框架部分的另一侧表面; 回收管，其与框架部分，第一板和第二板之一连通以回收抛光剂; 以及盖构件，其通过附接到框架部分而围绕除了暴露表面，第一板和第二板之外的框架部分的周向表面形成抛光处理空间。 在加工对象的表面与研磨剂注入孔之间确保足够的距离，从而提高抛光效率。 此外，在加工目标抛光加工期间，防止抛光剂的散射，从而完全回收抛光剂并防止工作环境的污染。

公开(公告)号：KR101348738B1

公开(公告)日：2014-01-16

申请号：KR1020130084404

申请日：2013-07-17

Applicant: 에프알앤디건설(주)

Inventor： 이희연

IPC: B66C23/92 ,  B66C23/90

CPC classification number: B66C23/92 ,  B66C23/90 ,  B66C2700/035

Abstract: The present invention relates to an earthquake resistance reinforcement structure for a crane and, more specifically, to an earthquake resistant reinforcement structure for a crane which is installed between a wheel support plate on which crane wheels are installed and a crane support plate in order to support a crane which is installed in a port and unloads luggage. The earthquake resistance reinforcement structure for a crane comprises: a lower plate which is mounted on the top of the wheel support plate; an upper plate which supports the crane support plate by coming into contact with the bottom of the crane support plate, and is placed on the opposite side of the lower plate; and an attenuation unit which is installed between the lower and upper plates and attenuates tensile force due to the movement of the crane when an earthquake occurs. As a result, an earthquake resistant structure is included in a fixed or mobile crane to which an earthquake resistance design is not applied, and when an earthquake occurs, the kinetic energy of the ground is not transferred to the crane, therefore, the crane can be reinforced in order to prevent secondary damage.

Abstract translation: 本发明涉及一种用于起重机的抗震加固结构，更具体地说，涉及一种用于起重机的抗震强化结构，其安装在安装有起重机轮的车轮支撑板和起重机支撑板之间，以支撑起重机 起重机安装在港口并卸下行李。 起重机的抗震加固结构包括：下板，其安装在车轮支撑板的顶部; 上板，其通过与起重机支撑板的底部接触而支撑起重机支撑板，并且被放置在下板的相对侧上; 以及安装在下板和上板之间的衰减单元，并且在发生地震时由于起重机的移动而衰减张力。 结果，在不施加抗震设计的固定式或移动式起重机中包括抗震结构，当地震发生时，地面的动能不会传递到起重机，因此起重机可以 加强以防止二次损坏。