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公开(公告)号：KR101168911B1
公开(公告)日：2012-08-02
申请号：KR1020110096051
申请日：2011-09-23
IPC: E01D2/00 , E01D2/02 , E01D21/00 , E01D101/30
CPC classification number: E01D2/00 , E01D2/02 , E01D21/00 , E01D2101/30
Abstract: PURPOSE: A girder fixing structure for a rahmen bridge is provided to improve durability by preventing damage to a joint part of a girder and a vertical beam. CONSTITUTION: A girder fixing structure for a rahmen bridge comprises multiple fixing bolts, vertical beams(4), a horizontal support beam(6), and multiple strands(7). The bottom ends of the fixing bolts are buried in the top surfaces of piers(1). The vertical beams are fixed to the top surfaces of the piers through the fixing bolts. The horizontal support beam is fixed to the top surfaces of the vertical beams. The strands penetrate through the first through holes of the vertical beams and the second through holes of the horizontal support beam and are tightened using fixing nuts(71).
Abstract translation: 目的：提供一种用于拉门桥的大梁固定结构，以通过防止对梁的接头部分和垂直梁的损坏来提高耐久性。 构成：拉姆门桥的大梁固定结构包括多个固定螺栓，垂直梁（4），水平支撑梁（6）和多股（7）。 固定螺栓的底端埋设在码头（1）的顶面。 垂直梁通过固定螺栓固定在码头的顶面。 水平支撑梁固定在垂直梁的顶面上。 股线穿过垂直梁的第一通孔和水平支撑梁的第二通孔，并使用固定螺母（71）拧紧。
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公开(公告)号：KR101168916B1
公开(公告)日：2012-07-30
申请号：KR1020110096053
申请日：2011-09-23
Abstract: PURPOSE: A reinforcing device for a horizontal support beam of a bridge is provided to minimize the attachment of components which causes the structural weakening of a horizontal support beam. CONSTITUTION: A reinforcing device for a horizontal support beam of a bridge comprises a horizontal support beam(2), guide brackets(3), support saddles(4), and one or more hydraulic jacks(5). The horizontal support beam is placed on bridge shoes(11) installed on the tops of piers(1). The bottom ends of the guide brackets are fixed to the tops of the piers and guide the horizontal movement of the horizontal support beam. The support saddles are installed on the tops of the piers to be separated from the ends of the horizontal support beam and have multiple mounting grooves. The hydraulic jacks are inserted into the mounting grooves of the support saddles and press the bottom of the horizontal support beam.
Abstract translation: 目的：提供用于桥梁的水平支撑梁的加强装置，以最小化部件的附着，这导致水平支撑梁的结构弱化。 构造：用于桥梁的水平支撑梁的加强装置包括水平支撑梁（2），导向支架（3），支撑鞍座（4）和一个或多个液压千斤顶（5）。 水平支撑梁放置在安装在码头（1）顶部的桥梁（11）上。 引导支架的底端固定在码头的顶部，并引导水平支撑梁的水平运动。 支撑鞍座安装在墩的顶部以与水平支撑梁的端部分离，并具有多个安装槽。 液压千斤顶被插入到支撑座的安装槽中并按压水平支撑梁的底部。
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公开(公告)号：KR101153827B1
公开(公告)日：2012-06-18
申请号：KR1020110096054
申请日：2011-09-23
IPC: E01D2/00 , E01D2/04 , E01D22/00 , E01D101/30
CPC classification number: E01D2/00 , E01D2/04 , E01D22/00 , E01D2101/30
Abstract: PURPOSE: A beam reinforcing structure of a rahmen bridge using a strand is provided to construct a bridge with excellent durability by effectively dispersing a load applied to a horizontal support beam. CONSTITUTION: A beam reinforcing structure of a rahmen bridge using a strand comprises a horizontal support beam(2), a strand(1), and four saddles(3). The horizontal support beam has a pair of strand fixing units(21) and two pairs of inclined holes(22). One end of the strand is fixed to one strand fixing unit and is horizontally extended, and the other end is fixed to the other strand fixing unit through the inclined holes. Wires(11) are inserted into the saddles. The saddles are fixed to the gaps between the wires and the bottom surface of the horizontal support beam.
Abstract translation: 目的：通过有效地分散施加在水平支撑梁上的载荷，提供使用绞线的拉姆门桥的梁加强结构，以构造具有优异耐久性的桥梁。 构成：使用绞线的拉姆门桥的梁加强结构包括水平支撑梁（2），绞线（1）和四个鞍座（3）。 水平支撑梁具有一对股线固定单元（21）和两对倾斜孔（22）。 股线的一端固定在一股固定单元上，水平延伸，另一端通过倾斜孔固定在另一股线固定单元上。 电线（11）插入鞍座。 鞍座固定在电线和水平支撑梁的底面之间的间隙。
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公开(公告)号：KR101130968B1
公开(公告)日：2012-03-28
申请号：KR1020110096050
申请日：2011-09-23
IPC: E01D2/00 , E01D2/02 , E01D21/00 , E01D101/30
CPC classification number: E01D2/00 , E01D2/02 , E01D21/00 , E01D2101/30
Abstract: PURPOSE: A girder fixing structure for a rahmen bridge is provided to improve durability and stability by distributing tension and compressive stress to a girder. CONSTITUTION: A girder fixing structure for a rahmen bridge comprises multiple fixing bolts, vertical beams(2), girders(3), first stress dispersion units(4). The fixing bolts are assembled in screw holes of a fixing plate and are buried in piers(12). The vertical beams have multiple first coupling holes in which the protruded ends of the fixing bolts are inserted. The girders are coupled to the top of the vertical beams. Each first stress dispersion unit is composed of guide brackets(41), strand fixing brackets(43), and strands(45). The strand fixing brackets have one or more second coupling holes. The strands are fixed to the second coupling holes through strand fixing nuts(44).
Abstract translation: 目的：提供一种用于拉曼门的大梁固定结构，以通过向大梁分布张力和压应力来提高耐久性和稳定性。 构成：用于拉曼门的大梁固定结构包括多个固定螺栓，垂直梁（2），桁材（3），第一应力分散单元（4）。 固定螺栓组装在固定板的螺孔中，并被埋在墩（12）中。 垂直梁具有多个第一联接孔，固定螺栓的突出端插入其中。 大梁耦合到垂直梁的顶部。 每个第一应力分散单元由引导支架（41），线束固定支架（43）和股线（45）组成。 股线固定支架具有一个或多个第二联接孔。 股线通过股线固定螺母（44）固定到第二联接孔。
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Patent Agency Ranking
公开(公告)号：KR1020010064553A
公开(公告)日：2001-07-09
申请号：KR1019990064768
申请日：1999-12-29
Inventor： 박재만
IPC: E01D22/00
Abstract: PURPOSE: A bridge repair and reinforcement method is provided to reduce bad influence against the safety of a structure, to construct safely, to prevent the damage of a beam caused by shearing, and to reduce maintenance costs caused by additional repair and reinforcement works. CONSTITUTION: A bridge repair and reinforcement method comprises the steps of installing a square anchoring jacket(200) to both ends of a PC(Pre-Cast) beam(100) in the form of covering the PC beam, fixing a fixture(400) to fix the end of a PC steel wire(500) to a fixing bracket(210) equipped to the square anchoring jacket, straining both ends of the PC steel wire, whose middle is placed over several steel middle saddles installed to the middle bottom of the PC beam and both ends are fixed to the fixture, by a tension gear connected to the fixture of the fixing bracket and re-straining the PC beam.
Abstract translation: 目的：提供桥梁修复和加固方法，以减少对结构安全性的不良影响，安全施工，防止由剪切造成的梁的损坏，并减少额外修理和加固工程造成的维护成本。 构成：桥梁修补和加固方法包括以覆盖PC梁的形式将PC（预铸）梁（100）的两端安装方形锚固护套（200）的步骤，固定固定装置（400） 将PC钢丝（500）的端部固定到装配到方形锚固护套的固定支架（210）上，使PC钢丝绳的两端处于中间被安置在中间的几个钢中间鞍座 PC梁和两端通过连接到固定支架的固定装置的张力齿轮固定到夹具上，并重新拉紧PC梁。
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公开(公告)号：WO2012173338A2
公开(公告)日：2012-12-20
申请号：PCT/KR2012/003552
申请日：2012-05-07
CPC classification number: H04B1/3888 , A45C11/00 , A45C2011/002 , H04M1/06
Abstract: 본 발명은 휴대폰을 외부의 충격으로부터 보호하는 보조케이스의 기능을 하면서 휴대폰을 기울어지게 받쳐놓을 수 있는 휴대폰 케이스에 관한 것으로, 휴대폰케이스를 구성하는 케이스부의 일 측면으로부터 내측 방향을 따라 띠 형상으로 구분되어 있고 케이스부의 일부분을 형성하면서 케이스부로부터 분리되며 케이스부와 별도의 부분으로 되어있는 받침대 및 케이스부의 중앙부분 일부에 설치되고 받침대를 삽입시켜 결합하는 받침대결합부를 포함하되, 받침대가 케이스부의 일 측면과 같은 모양으로 바르게 삽입되어 결합된 상태로부터 빼내어지고 뒤집혀 삽입되어 받침대결합부에 결합되면 받침대는 케이스부를 뒤로 넘어지지 않도록 받쳐 줄 수 있다.
Abstract translation: 手机外壳技术领域本发明涉及一种移动电话机，其在作为用于保护移动电话免受外部冲击的辅助外壳的同时倾斜地支撑移动电话。 手机壳体包括：从构成手机壳体的壳体部分的一个表面沿着内部方向设置的带状支撑件，支撑件与壳体部分分离，同时限定壳体部分的一部分并且被设置为 相对于案件部分的单独部分; 以及支撑联接部件，所述支撑件被插入和联接到所述支撑联接部件中，所述支撑联接部件安装在所述壳体部分的中心部分的一部分上。 当支撑件从其中支撑件竖立地插入并且以与壳体部分的一个表面的形状相同的形状耦合的状态退出时，然后在颠倒后被插入并联接到支撑联接部件， 支撑件可以支撑壳体部分，以防止壳体部件向后倒退。
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公开(公告)号：KR101123350B1
公开(公告)日：2012-03-23
申请号：KR1020100015820
申请日：2010-02-22
Applicant: 박재만
Inventor： 박재만
Abstract: 본 발명은 전치부와 후치부의 가철을 위해 형성하는 핀홀의 형성위치를 기준화하여 핀홀제작이 이루어지도록 함으로써, 보철물을 쉽게 제작할 수 있을 뿐만 아니라 합리적이고 체계적인 방법으로 제작이 가능한 의치용 모형 및 그 모형의 핀홀 형성방법을 제공하는데 그 목적이 있다.
이러한 목적을 달성하기 위한 본 발명에 따른 의치용 모형의 핀홀 형성방법은, 인상된 모형베이스를 6번치아(어금니)의 잇몸 저부 경계선을 기준으로 수평방향으로 트리밍하고, 양쪽의 제1소구치부(어금니)를 잇는 선까지 센터트리밍한 다음, 일정한 두께 및 폭을 갖도록 기준을 정하여 마무리 작업된 모형베이스를 이용하여 제작되는 의치용 모형의 핀홀 형성방법에 있어서, 구치부의 핀홀을 형성할 수 있도록 상기 모형베이스의 저면에 구치부의 폭을 반으로 구획하는 점과 핀홀을 형성하고자 하는 치열을 잇는 선상에 위치하도록 핀홀을 형성하는 제1단계; 및 모형베이스의 저면에 구치부의 폭을 반으로 구획하는 지점과, 절치유두 또는 양쪽 견치(송곳니)의 설측 마진 최단부로부터 일정거리 만큼 이격된 지점을 연결하는 선상에 전치부(앞니)의 핀홀을 형성하는 제2단계;를 포함하여 이루어진 것을 특징으로 한다.-
公开(公告)号：KR1020100031935A
公开(公告)日：2010-03-25
申请号：KR1020080090821
申请日：2008-09-16
CPC classification number: E02D37/00 , E02D5/44 , E02D5/54 , E02D5/80 , E02D2200/14 , E02D2200/1685 , E02D2600/30
Abstract: PURPOSE: An anchor mounting method for expanding a concrete structure is provided to simplify a mounting method using an anchor and a coupling member. CONSTITUTION: An anchor mounting method for expanding a concrete structure comprises following steps. An anchor hole is punched on a concrete structure(300). An ample(240) with one-component type adhesive(241) is inserted into an anchor hole. An elastic guide(220) is inserted into the inlet of the anchor hole. An anchor(100) is inserted into a center hole(222) of the elastic guide. When the anchor is inserted into the elastic guide, the ample is destroyed, the inside of the anchor hole is filled with one-component type adhesive, and the one-component type adhesive is hardened. The air inside the anchor hole is discharged to the outside through a through hole(221) of the elastic guide.
Abstract translation: 目的：提供一种用于膨胀混凝土结构的锚固安装方法，以简化使用锚固件和联接构件的安装方法。 构成：用于扩大混凝土结构的锚固安装方法包括以下步骤。 在混凝土结构（300）上冲压锚孔。 将具有单组分型粘合剂（241）的大量（240）插入锚定孔中。 弹性引导件（220）插入到锚定孔的入口中。 将锚固件（100）插入到弹性引导件的中心孔（222）中。 当锚固件插入弹性引导件时，充电被破坏，锚定孔的内部填充有单组分型粘合剂，并且单组分型粘合剂被硬化。 锚孔内的空气通过弹性引导件的通孔（221）排出到外部。
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公开(公告)号：KR1020040102640A
公开(公告)日：2004-12-08
申请号：KR1020030034165
申请日：2003-05-28
Applicant: 박재만
Inventor： 박재만
IPC: E01D19/02
Abstract: PURPOSE: A pier reinforcing device is provided to minimize damage of the pier from corrosion by restricting the anchor unit from being exposed in the rainwater with a head protection cap and a protection cover, and to prevent damage of the pier by decreasing the number of anchors. CONSTITUTION: A pier reinforcing device is composed of a guide part(40) fastened and installed to both sides of a pier(5) to surround both sides of the pier; an anchor unit(50) installed to the center of the pier; and a tendon(30) mounted to the anchor unit and the guide part, and strained longitudinally to surround and tighten the pier. The guide part is composed of a fixing plate(60), a clearance plate(65), a guide jacket(70), a mortar layer(75) and a guide pipe(80). The inverse L-shaped fixing plate is contacted and fixed to both ends of the coping by using an anchor(25).
Abstract translation: 目的：提供码头加强装置，通过限制锚固单元不受暴露在雨水中的头部保护盖和保护盖来减少码头的腐蚀，并通过减少锚杆的数量来防止码头的损坏 。 构成：码头加固装置由紧固安装在码头（5）的两侧以围绕码头两侧的引导部分（40）组成; 安装在码头中心的锚单元（50）; 以及安装到所述锚固单元和所述引导部分并且纵向应变以围绕并紧固所述码头的腱（30）。 引导部分由固定板（60），间隙板（65），引导护套（70），砂浆层（75）和引导管（80）组成。 反向L形固定板通过使用锚固件（25）接触并固定在紧固件的两端。
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