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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：KR101501198B1
公开(公告)日：2015-03-12
申请号：KR1020140063883
申请日：2014-05-27
IPC: E01D2/00 , E04C3/293 , E04B1/32 , E04C3/26 , E01D101/26 , E01D101/28
CPC classification number: E01D2/00 , E01D2101/268 , E01D2101/28 , E04B1/32 , E04C3/26 , E04C3/293
Abstract: 본 발명은 긴장재가 수직바 하부를 관통하며 형성되어, 긴장재가 수직바를 통해 항시 수직력을 콘크리트 몸체에 전달하고 수직하중을 상쇄하여 처짐을 최소화할 수 있는 에이피씨 거더에 관한 것이다.
Abstract translation: 本发明涉及一种拱形预应力复合材料（APC）梁，其能够通过穿透垂直杆的下部来形成腱而使挠曲最小化，总是通过垂直杆将法向力传递给混凝土体， 并取消垂直载荷。 本发明包括：在其中心的底部具有向上突出的拱形单元的混凝土体; 安装在拱形单元的下表面上的下板，具有与拱形单元相同的形状; 一个垂直杆，其上部连接到下板; 以及沿所述梁的纵向布置在所述下板的下侧的钢筋。 APC梁包括安装在下板中并且布置在垂直杆的两侧上的联接件，以及连接连接件和垂直杆下部两侧的钢筋。 此外，腱被形成为向垂直杆施加向上的垂直力。
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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：KR1020070000889A
公开(公告)日：2007-01-03
申请号：KR1020050056555
申请日：2005-06-28
Inventor： 박재만
IPC: E01D2/04 , E01D21/00 , E01D101/26 , E01D101/30
CPC classification number: E01D2/04 , E01D21/00 , E01D2101/268 , E01D2101/30
Abstract: A steel pipe girder is provided to increase durability and safety with improved internal force and deformation capacity by connecting steel pipes and stiffeners using assembly sockets or assembly trusses and cambering a steel pipe assembly using tension devices. A steel pipe girder contains: hollow steel pipes(10) arranged vertically and horizontally and attached with a connecting ring to be connected with each other by bolting(B) or caulking; stiffeners(20) filled in the inside of the steel pipes and the space between the steel pipes; a connector composed of individual connectors such as assembly sockets(32) and stiffened plates(34) to connect a pair of steel pipes effectively, and a pair of assembly trusses(36) to connect all steel pipes at once in the circumferential direction; and a tension device installed along the axial direction of the steel pipe assembly and composed of a rear tension device and a side tension device to camber the steel pipe assembly in the upward direction.
Abstract translation: 提供钢管梁，通过使用组合插座或组装桁架连接钢管和扶强材，并通过使用张紧装置弯曲钢管组件来提高耐久性和安全性，改善内力和变形能力。 钢管梁包括：垂直和水平布置的中空钢管（10），并连接有通过螺栓（B）或铆接方式彼此连接的连接环; 填充在钢管内部的加强件（20）和钢管之间的空间; 由组合插座（32）和加强板（34）组成的连接器，有效地连接一对钢管，以及一对组装桁架（36），用于在圆周方向上一次连接所有的钢管; 以及沿着钢管组件的轴向安装的张紧装置，其由后张力装置和侧向张紧装置构成，以使钢管组件沿向上方向弯曲。
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Patent Agency Ranking
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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公开(公告)号：KR1020040091350A
公开(公告)日：2004-10-28
申请号：KR1020030025163
申请日：2003-04-21
Applicant: 박재만
Inventor： 박재만
IPC: E01D2/00
Abstract: PURPOSE: A PSS(PreStressed Steel) girder is provided to obtain the required upward moment with less stressing force, to reduce the cost and time for a stressing work, and to minimize a partial breakdown of the end of the girder. CONSTITUTION: A tendon(10) is arranged along the longitudinal direction of a beam structure formed by joining horizontally at least two combined bodies that are formed by connecting vertically at least two beams(5). Both ends of the tendon are fixed and installed at the beam positioned higher than other beams of the beam structure combined vertically. An intermediate part of the tendon is hung and mounted to the lower beam of the beam structure combined vertically. The beam structure is cambered by stressing force of the tendon. A supporting plate(20) are inserted with both ends of the tendon with forming holes and fixed and combined at the beam, which is positioned high. A main saddle(25) is hung with the tendon at the lower side and fixed and joined at the lower beam.
Abstract translation: 目的：提供PSS（预应力钢）梁以获得所需的向上力矩，较少的应力，以减少应力作业的成本和时间，并最大限度地减少梁端部的部分破裂。 构成：沿着梁结构的纵向布置腱（10），所述梁结构通过水平连接至少两个通过垂直连接至少两个梁（5）形成的组合体而形成。 腱的两端固定并安装在垂直方向组合的梁结构的其他梁的高度处。 腱的中间部分悬挂并安装到垂直组合的梁结构的下梁上。 梁结构由腱的应力引起。 支撑板（20）插入其中具有成形孔的钢筋的两端，并且固定并组合在位于高度的梁上。 主鞍（25）在下侧悬挂有腱，并固定在下梁上。
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公开(公告)号：KR100427405B1
公开(公告)日：2004-04-17
申请号：KR1020010011754
申请日：2001-03-07
Applicant: 박재만
Inventor： 박재만
IPC: E01D2/00
Abstract: A PSSC complex girder in which a section shape steel structure is formed by joining one or more section shape steel. The PSSC complex girder includes a tension means for tensioning the section shape steel structure with a tensional member so that the structure has a predetermined camber. Concrete is poured in an inner space portion of the section shape steel structure. A strengthening plate for supporting buckling and compression is joined to the section shape steel. A sheer prevention member and steel reinforcement are joined to the section shape steel and the concrete is poured therein. The camber of the PSSC complex girder can be adjusted before or after construction for new bridges and conventional bridges. Deflection of the slab can be easily decreased and cracks caused by flexural deformation can be prevented.
Abstract translation: 一种PSSC复合梁，其中通过连接一个或多个截面形状的钢来形成截面形状的钢结构。 PSSC复合梁包括张紧装置，该张紧装置用张紧构件张紧截面形状钢结构，使得该结构具有预定的外倾角。 在混凝土浇筑在型钢结构的内部空间部分。 用于支撑屈曲和压缩的加强板与截面形状的钢结合。 预防构件和钢筋连接在型钢上并浇注混凝土。 PSSC复合梁的外倾角可在新桥梁和传统桥梁施工之前或之后进行调整。 可以容易地减小板坯的挠曲，并且可以防止由弯曲变形引起的裂缝。
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公开(公告)号：KR1020030085620A
公开(公告)日：2003-11-07
申请号：KR1020020023488
申请日：2002-04-29
Applicant: 박재만
IPC: E01D21/00
Abstract: PURPOSE: A jacking method for an upper structure of a bridge is provided to prevent the fall, distortion and crack of a bridge when jacking the upper structure of a bridge. CONSTITUTION: The jacking method for an upper structure of a bridge comprises the steps of: interposing many hydraulic jacks(110¯130) on the lower part of a support beam(20) of a floor slab(10) and connecting hydraulic jacks(110¯130) and an oil pump(170) by a pipeline; installing a saddle bracket(200) coupled with a control rod(270) to the lower end of a support beam(20) of the floor slab(10) supported by the hydraulic jacks(110¯130); fixing a control rod guide bracket(300) to one side of a pier(30) to make the control rod(270) parallel to the side of the pier(30); fitting a control rod fixture(400) to the control rod(270) exposed to the lower end of the control rod guide bracket(300) and fixing the back end with a pin; and driving the oil pump(170) to make the compressed oil flow in through a pipeline, then lift up a support beam(20) of the floor slab(10).
Abstract translation: 目的：提供一种桥梁上部结构的起重方法，以防止在桥梁上部结构抬起时桥梁的坠落，变形和破裂。 构成：桥梁上部结构的上升方法包括以下步骤：在楼板（10）的支撑梁（20）的下部插入许多液压千斤顶（110〜130），并连接液压千斤顶（110） 130）和油泵（170）通过管道; 将与控制杆（270）联接的鞍座（200）安装到由液压千斤顶（110〜130）支撑的地板（10）的支撑梁（20）的下端; 将控制杆引导支架（300）固定到墩（30）的一侧，以使控制杆（270）平行于码头（30）的一侧; 将控制杆固定装置（400）装配到暴露于控制杆引导支架（300）的下端的控制杆（270）上，并用销固定后端; 并且驱动油泵（170）使压缩油通过管道流入，然后提升楼板（10）的支撑梁（20）。
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