公开(公告)号：KR100418527B1

公开(公告)日：2004-02-11

申请号：KR1020000060083

申请日：2000-10-12

Applicant: 박재만

Inventor： 박재만

IPC: E01D22/00

Abstract: PURPOSE: A fiber panel installation method using a steel plate is provided to reinforce a structure such as a bridge by using a corrosion-resisting and high-strength fiber panel. CONSTITUTION: The fiber panel installation method using a steel plate comprises the steps of forming an anchor hole to a target area of reinforcement(3) of a structure(3) such as a bridge, adhering a fiber panel(10) to the target area of reinforcement(3), adding an attach plate(20) to the outside of the fiber panel(10), then fitting to a fixed pipe(31) of a special tubular anchor(30') coupled with a tubular bolt(32) to reinforce adhesive strength of the fiber panel(10), to secure drainage efficiency and permeability in the structure(3) and to inject grout at needs.

Abstract translation: 目的：提供一种使用钢板的纤维面板安装方法，以通过使用耐腐蚀性和高强度纤维面板来增强诸如桥梁之类的结构。 组成：使用钢板的纤维板安装方法包括以下步骤：在诸如桥梁之类的结构（3）的加强件（3）的目标区域上形成锚定孔，将纤维板（10）粘附到目标区域 （3），在所述纤维面板（10）的外侧添加附接板（20），然后装配到与管状螺栓（32）联接的特殊管状锚定件（30'）的固定管（31） 以增强纤维面板（10）的粘合强度，确保结构（3）中的排水效率和渗透性并且在需要时注入灰浆。

公开(公告)号：KR200334708Y1

公开(公告)日：2003-11-28

申请号：KR2020030028235

申请日：2003-09-02

Applicant: 박재만

Inventor： 박재만

IPC: B62J7/04

CPC classification number: B62J9/001 ,  A63H33/28 ,  G09F21/04

Abstract: 본 고안은 FRP로 된 배달함 상부에 각종 동물이나 인형과 같은 캐릭터모형의 형상을 구성하고, 이 하부에 비누방울 발생수단이나 안개발생수단과 같은 분사수단을 설치하여 음식물 배달시 오토바이가 주행할 때 또는 배달장소 도착시 주변에 사람이 많은 경우에는 오토바이 운전자가 핸들에 설치된 스위치의 간단한 조작으로 FRP로 된 배달함 상부에 설치된 각종 동물이나 인형과 같은 캐릭터모형의 입에서 인체에 무해한 비누방울이나 안개를 분사하게 하여 주변의 유, 소년이나 청소년, 부녀자들의 호기심과 관심을 유발시켜 배달함 주변으로 시선을 집중하게 하여 배달함에 기재된 광고문안, 예로서 음식점 상호, 전화번호 또는 음식물 종류 등을 관심 있게 식별케 하여 광고 및 선전의 효과를 증대시켜 줄 수 있게 한 오토바이용 음식물 배달함.

公开(公告)号：KR1020030075357A

公开(公告)日：2003-09-26

申请号：KR1020020014533

申请日：2002-03-18

Applicant: 박재만

Inventor： 박재만

IPC: E01D19/02

Abstract: PURPOSE: An earthquake-proof reinforcing method for a lower structure of a bridge and a device are provided to prevent overturn or breakage by increasing the supporting force of the lower structure, and to prevent earthquake by vertically combining iron or complex material plates and tendons from the upper part to the lower part of the lower structure and integrally forming the earth anchor. CONSTITUTION: Tendon fixing members(200,210) are fastened in lower and upper parts of a pier(100) of a lower structure of a bridge, and one or more column assembling members(300) are fixed to a column part(110) of the pier. Plural tendons(400) are arranged outside the column part, and upper and lower parts of the tendons are fixed by upper and lower tendon fixing members. Each tendon is combined with an assembling ring(310) of the column assembling member, and a concrete reinforcement layer(500) is formed by placing the concrete outside the column part of the pier.

Abstract translation: 目的：提供一种用于桥梁和装置的下部结构的防震增强方法，以通过增加下部结构的支撑力来防止翻倒或破裂，并通过将铁或复合材料板和钢筋垂直组合来防止地震 下部结构的下部的上部并且一体地形成地锚。 构成：将腱固定构件（200,210）紧固在桥的下部结构的墩（100）的下部和上部，并且一个或多个柱组装构件（300）固定到 码头。 多个腱（400）布置在柱部外部，并且腱的上部和下部通过上下肌腱固定构件固定。 每个腱与柱组装构件的组装环（310）组合，并且通过将混凝土放置在墩的柱部分之外而形成混凝土加强层（500）。

公开(公告)号：KR100380564B1

公开(公告)日：2003-04-23

申请号：KR1020000046156

申请日：2000-08-09

Applicant: 박재만

Inventor： 박재만

IPC: E01D22/00

Abstract: PURPOSE: A reinforcing sheet bonding device using a special tubular anchor is provided to prevent the lowering of reinforcing power by a dewing phenomenon when using a through hole of a special tubular anchor as a drainage hole, to heighten the quality of reinforcement when dealing with an inner crack or an aggregate separation phenomenon, to enlarge durability of a reinforcing sheet and a concrete structure and to prevent a counter-flow of grout materials when grouting by a shutoff valve. CONSTITUTION: In a reinforcement device, which reinforces by bonding a steel plate, a reinforcing fiber or a reinforcing sheet(10) such as a fiber reinforcing steel plate, etc. to a reinforcing surface(4) of a concrete structure(3), a reinforcing sheet bonding device using a special tubular anchor is formed by fitting a special tubular anchor(30) to the outside of the reinforcing sheet(10) by imposing an attach plate(20), wherein the special tubular anchor(30) comprises a fixed pipe(31) equipped with several cut-grained pieces(31a), a press-fitter(33) inserted into the fixed pipe(31) to enlarge the lower cut-grained pieces(31a) of the fixed pipe(31) and provided with a through hole(33a), and a tubular bolt(32) tightened to a screw part(31b) formed in the fixed pipe(31) to fix the attach plate(20) closely and provided with a through hole(32a) to increase bonding power of the reinforcing sheet(10), to secure drainage efficiency and permeability of inner dew condensed water of the concrete structure(3) and to inject grout(G) at need.

Abstract translation: 目的：提供一种使用专用管状锚栓的增强板粘接装置，以防止在使用特殊管状锚栓的通孔作为排水孔时由于结露现象而导致增强力下降，以提高处理 内部裂纹或骨料分离现象，以增强增强片和混凝土结构的耐久性，并防止当由截止阀灌浆时灌浆材料的逆流。 构成：在混凝土结构体（3）的加强面（4）上粘贴钢板，增强纤维或纤维增强钢板等增强片（10）等而加强的增强装置， 通过施加附接板（20），通过将特殊管状锚（30）装配到加强板（10）的外侧来形成使用特殊管状锚的增强板粘结装置，其中特殊管状锚（30）包括 （31）上的固定管（31）;插入到固定管（31）中以扩大固定管（31）的下部切割纹理件（31a）的压配合器（33）;以及 （33a）和紧固到形成在固定管（31）中的螺纹部分（31b）以紧密固定附接板（20）并设有通孔（32a）的管状螺栓（32） 以增加增强片（10）的结合力，以确保混凝土的内部结露凝结水的排水效率和渗透性 e结构（3）并根据需要注入灰浆（G）。

公开(公告)号：KR1020020029236A

公开(公告)日：2002-04-18

申请号：KR1020000060083

申请日：2000-10-12

Applicant: 박재만

Inventor： 박재만

IPC: E01D22/00

Abstract: PURPOSE: A fiber panel installation method using a steel plate is provided to reinforce a structure such as a bridge by using a corrosion-resisting and high-strength fiber panel. CONSTITUTION: The fiber panel installation method using a steel plate comprises the steps of forming an anchor hole to a target area of reinforcement(3) of a structure(3) such as a bridge, adhering a fiber panel(10) to the target area of reinforcement(3), adding an attach plate(20) to the outside of the fiber panel(10), then fitting to a fixed pipe(31) of a special tubular anchor(30') coupled with a tubular bolt(32) to reinforce adhesive strength of the fiber panel(10), to secure drainage efficiency and permeability in the structure(3) and to inject grout at needs.

Abstract translation: 目的：提供一种使用钢板的纤维板安装方法，通过使用耐腐蚀和高强度纤维板来加强桥梁等结构。 构成：使用钢板的纤维板安装方法包括以下步骤：在桥构件（3）的加强件（3）的目标区域上形成锚定孔，将纤维板（10）粘附到目标区域 的加强件（3），在纤维板（10）的外侧添加附接板（20），然后安装到与管状螺栓（32）连接的特殊管状锚固件（30'）的固定管道（31） 以增强纤维板（10）的粘合强度，以确保结构（3）中的排水效率和渗透性，并根据需要注入灌浆。

公开(公告)号：KR1020020029235A

公开(公告)日：2002-04-18

申请号：KR1020000060082

申请日：2000-10-12

Applicant: 박재만

Inventor： 박재만

IPC: E01D22/00

Abstract: PURPOSE: A tendon anchorage using a fiber reinforcing band is provided to prevent corrosion and scour by reinforcing an anchorage with a reinforcing band such as carbon fiber instead of a steel plate and to give a beam tension effect evenly by adding a compressive force to an end without damaging the existing structure. CONSTITUTION: In the tendon anchorage using a fiber reinforcing band(210) reinforcing a main beam(10) by fixing anchorages(110) to both ends of a structure to be reinforced such as a main beam(10) of a bridge, then tensing a steel wire(20) whose both ends are fixed to the anchorages(110), a pair of steel wire end anchorages are fixed respectively to both ends of the structure to be reinforced to fix both ends of the steel wire(20) and cover up an end of the structure to be reinforced in the shape of C by a band-type reinforcing instrument(200).

Abstract translation: 目的：提供使用纤维增强带的腱锚固件，以通过用诸如碳纤维的加强带代替钢板加强锚固以防止腐蚀和冲刷，并通过向端部加上压缩力来均匀地产生梁张力效应 而不破坏现有结构。 构成：在使用通过将锚固件（110）固定到待加强结构（例如桥梁的主梁（10））的两端来加固主梁（10）的纤维增强带（210）的腱锚固中，然后拉紧 其两端固定在锚固部分（110）上的钢丝（20），一对钢丝端锚固体分别固定在待加固结构的两端，以固定钢丝（20）和盖（20）的两端 通过带式加固装置（200）将待加固的结构的一端形成为C形。

公开(公告)号：KR200255080Y1

公开(公告)日：2002-02-28

申请号：KR2019980014377

申请日：1998-07-31

Applicant: 박재만 ,  정규성

Inventor： 박재만 ,  정규성

IPC: E01D22/00

Abstract: 본 고안은 교량빔(1)과 같은 프리스트레스 구조물(Prestress Sturcture)에 처짐변형 등이 발생하였을 때 본래의 긴장 상태를 유지할 수 있도록 복원시켜주는 재긴장장치에 관한 것으로, 교량빔(1)의 길이방향 양측면을 따라 배치되는 소정 길이의 강연선(5)이 복수의 정착구(10) 및 새들(6)에 의해 고정 지지되고 상기 정착구(10)에 설치된 인장잭(20)에 의해 재긴장할 수 있도록 된 구조에 있어서, 상기 강연선(5)은 그 양단부에 나사봉(30)이 각각 압착 고정되어 상기 정착구(10)에 관통 삽입되고, 이들 각 나사봉(30)의 일측에는 상기 나사봉(30)의 위치를 고정하기 위한 주체결너트(31)가 체결되며, 상기 나사봉(30)의 단부에는 분리 가능한 소정 길이의 보조나사봉(40)이 각각 연결되고, 이들 각 보조나사봉(40)의 단부 외주에는 상기 인장잭(20)의 외측면과 밀착 고정되는 보 조체결너트(41)가 각각 체결된 구성을 이루는 것으로서, 상기 교량빔(1)을 반복 재긴장하는 과정에서 나사봉(30)의 단부가 필요 이상으로 길게 신장되었을 때 상기 나사봉(30)을 절단하지 않고 보조나사봉 (40)을 분리하여 그 길이를 간단히 조절할 수 있도록 함으로써 재긴장 작업시간을 현저히 단축할 수 있고, 나사봉(30)의 절단시에 발생되는 열변형에 의해 교량 구조물이 변형되거나 손상될 염려가 없으며, 분리된 보조나사봉(40)은 타 교량빔(1)의 긴장시 재사용이 가능한 프리스트레스 구조물의 재긴장장치에 관한 것이다.

公开(公告)号：KR1020020012899A

公开(公告)日：2002-02-20

申请号：KR1020000046158

申请日：2000-08-09

Applicant: 박재만

Inventor： 박재만

IPC: E01D22/00

Abstract: PURPOSE: A prefabricated bracket for pulling up an upper structure is provided to pull up an upper structure of a bridge rapidly and safely without damage of a structure and a traffic control. CONSTITUTION: In a pull-up device pulling up a secondary object by installing a hydraulic device such as a hydraulic jack between a primary object such as a coping part of a pier and an abutment of a bridge and a secondary object such as a horizontal girder, a prefabricated bracket(100) for pulling up an upper structure comprises an interference preventive groove(111a) coupled to both sides of the primary object and the secondary object by avoiding an intermediate element fixed across the middle part, a pair of split elements(110) containing a bridging part(101) for installing the hydraulic device(200) to be projected to the outside of the secondary object, and a variable coupling element(120) for coupling by adjusting the coupled length of both split elements(110).

Abstract translation: 目的：提供一个用于拉起上部结构的预制支架，以快速，安全地拉起桥梁的上部结构，而不会损坏结构和交通控制。 构成：在上拉装置中，通过在主要物体（例如码头的应对部分）和桥梁的邻接处以及诸如水平梁的次要物体之间安装诸如液压千斤顶的液压装置来拉起副物体 用于拉起上部结构的预制支架（100）包括通过避免跨过中间部分固定的中间元件的一对分裂元件（112a），连接到主要物体和次要物体的两侧的防干扰槽（111a） 110），其包括用于安装要投影到次级物体外部的液压装置（200）的桥接部（101）和用于通过调节两个分离元件（110）的联接长度来耦合的可变联接元件（120） 。

公开(公告)号：KR1020020012897A

公开(公告)日：2002-02-20

申请号：KR1020000046156

申请日：2000-08-09

Applicant: 박재만

Inventor： 박재만

IPC: E01D22/00

Abstract: PURPOSE: A reinforcing sheet bonding device using a special tubular anchor is provided to prevent the lowering of reinforcing power by a dewing phenomenon when using a through hole of a special tubular anchor as a drainage hole, to heighten the quality of reinforcement when dealing with an inner crack or an aggregate separation phenomenon, to enlarge durability of a reinforcing sheet and a concrete structure and to prevent a counter-flow of grout materials when grouting by a shutoff valve. CONSTITUTION: In a reinforcement device, which reinforces by bonding a steel plate, a reinforcing fiber or a reinforcing sheet(10) such as a fiber reinforcing steel plate, etc. to a reinforcing surface(4) of a concrete structure(3), a reinforcing sheet bonding device using a special tubular anchor is formed by fitting a special tubular anchor(30) to the outside of the reinforcing sheet(10) by imposing an attach plate(20), wherein the special tubular anchor(30) comprises a fixed pipe(31) equipped with several cut-grained pieces(31a), a press-fitter(33) inserted into the fixed pipe(31) to enlarge the lower cut-grained pieces(31a) of the fixed pipe(31) and provided with a through hole(33a), and a tubular bolt(32) tightened to a screw part(31b) formed in the fixed pipe(31) to fix the attach plate(20) closely and provided with a through hole(32a) to increase bonding power of the reinforcing sheet(10), to secure drainage efficiency and permeability of inner dew condensed water of the concrete structure(3) and to inject grout(G) at need.

Abstract translation: 目的：提供一种使用特殊的管状锚固件的加强片接合装置，以防止在使用特殊管状锚杆的通孔作为排水孔时通过脱水现象降低加强力，以在加工时提高加强质量 内部裂纹或聚集体分离现象，以增强加强板和混凝土结构的耐久性，并防止由截流阀灌浆时的灌浆材料的逆流。 构成：在通过将钢板，增强纤维或增强板（10）如纤维增强钢板等粘接到混凝土结构（3）的加强表面（4）上来加强的加强装置中， 通过施加附接板（20）将特殊的管状锚固件（30）装配到加强板（10）的外部，形成使用特殊管状锚固件的加强板粘合装置，其中，特殊管状锚固件（30）包括 固定管（31），其配备有多个切粒（31a），插入固定管（31）中的压配装置（33），以扩大固定管（31）的下切片（31a）和 设有通孔（33a）和紧固在形成于固定管（31）中的螺钉部分（31b）上的管状螺栓（32），以将附接板（20）紧密地固定并设置有通孔（32a） 以增加加强板（10）的接合力，以确保混凝土的内部凝露水的排水效率和渗透性 e结构（3），并在需要时注入灌浆（G）。

公开(公告)号：KR1020020012896A

公开(公告)日：2002-02-20

申请号：KR1020000046153

申请日：2000-08-09

Applicant: 박재만

Inventor： 박재만

IPC: E01D22/00

Abstract: PURPOSE: A steel wire reinforcing method of a steel plate girder bridge using a composite anchorage-reinforcement part is provided to prevent buckle without damaging a steel plate girder, to reinforce by re-tensioning and to prevent damage caused by corrosion. CONSTITUTION: A steel wire reinforcing method of a steel plate girder bridge using a composite anchorage-reinforcement part comprises the steps of installing an iron frame(110) on both ends of a steel girder plate(10) of a steel plate girder bridge, forming a special concrete layer(120) to the inside of the iron frame(110), fixing an anchor bracket(130) to the outside of the iron frame(110) and the special concrete layer(120) by a high tensile bolt(150), fixing a gusset plate to both sides of the steel girder plate(10), forming a special concrete layer(120) to the lower part of the gusset plate, fixing primary and secondary saddles to the special concrete layer(120) by using the high tensile bolt(150), hanging a steel wire(W) on the primary and secondary saddles and connecting both ends of the steel wire(W) to an anchorage(400) coupled to an anchorage bearing part(140) of the anchor bracket(130), then tensioning and fixing.

Abstract translation: 目的：提供一种使用复合锚固加固部件的钢板梁桥的钢丝加强方法，以防止在不损坏钢板梁的情况下进行带扣，通过再张紧来加强并防止由腐蚀引起的损坏。 构成：使用复合锚固加固部的钢板梁桥的钢丝丝加强方法包括以下步骤：在钢板梁桥的钢梁板（10）的两端安装铁架（110），形成 通过高强度螺栓（150）将锚固托架（130）固定到铁框架（110）的外部和特殊混凝土层（120）的铁框架（110）内部的特殊混凝土层（120） ），将角撑板固定在钢梁板（10）的两侧，在角撑板的下部形成特殊的混凝土层（120），通过使用将主鞍板和次鞍座固定到特殊混凝土层（120）上 所述高张力螺栓（150）在所述主和第二鞍座上悬挂钢丝（W）并且将所述钢丝（W）的两端连接到锚固件（400），所述锚固件联接到所述锚固件的锚固承载部分（140） 支架（130），然后张紧和固定。