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1. 发明授权

KR101828415B1 프리캐스트 콘크리트 패널 구조체 有权
公开(公告)号：KR101828415B1
公开(公告)日：2018-02-12
申请号：KR1020170080206
申请日：2017-06-26
申请人： 윤학수
发明人： 윤학수
IPC分类号： E04B1/04 , E04B1/06 , E04B1/68
CPC分类号： E04B1/043 , E04B1/06 , E04B1/68 , E04B2001/6818
摘要： 본발명은프리캐스트콘크리트패널구조체에관한것으로서, 특히미리제작된다수개의콘크리트패널을상호연결하여벽체를형성하는프리캐스트콘크리트패널구조체에관한것이다. 본발명의프리캐스트콘크리트패널구조체는, 프리캐스트콘크리트로이루어진제1패널과; 프리캐스트콘크리트로이루어지고, 상기제1패널의측면에이웃하게배치되는제2패널과; 이웃하게배치되는상기제1패널과제2패널을상호결합시키는결합부재;를포함하여이루어지되, 상기제1패널은, 콘크리트로이루어진제1패널몸체와; 상기제1패널몸체의양측면에장착되는제1걸림부재;로이루어지고, 상기제2패널은, 콘크리트로이루어진제2패널몸체와; 상기제2패널몸체의양측면에장착되는제2걸림부재;로이루어지며, 상기결합부재는상호대면하게배치되는상기제1걸림부재와제2걸림부재를상호결합시키고, 상기결합부재에의한상기제1패널몸체와제2패널몸체의결합시상기제1걸림부재, 제2걸림부재및 결합부재는외부로노출되지않고내부에은폐되는것을특징으로한다.

2. 发明授权

KR101411033B1 건물의 건축방법 有权
标题翻译：建设方法
公开(公告)号：KR101411033B1
公开(公告)日：2014-06-30
申请号：KR1020107023504
申请日：2008-04-01
申请人： 인스티튜트 오브 인터내셔널 인바이런먼트 , 르네이즘 리미티드 , 사타카 케이조
发明人： 사타카케이조
IPC分类号： E04B1/18 , E04B1/20 , E04B1/21 , E04B1/58
CPC分类号： E04B1/20 , E04B1/06 , E04B1/21 , E04B1/24 , E04B1/3404 , E04B2001/2406 , E04B2001/2415 , E04B2001/2448 , E04B2001/2484
摘要： 본 발명은 들보를 순들보와 역들보가 서로 번갈아 위치하도록 반복하여 전체를 건축하여 인접하는 상하층에 위치하는 건물 실내의 천장 높이 치수를 각각 다르게 설정할 수 있고, 수요자의 다양한 요구에 대응할 수 있는 실내공간을 얻을 수 있도록 한 건물의 건축방법을 제공한다.
상하층에 위치하는 들보의 최상단부 사이의 치수를 동일하게 하고, 상하 들보를 순들보와 역들보가 서로 번갈아 위치하도록 반복하여 전체를 건축하는 저층 혹은 중고층 건물의 건축방법에 있어서, PCa 기둥부재 위의 X방향 및 Y방향으로 PCa 순들보를 배치하는 공정, 인접한 위층의 PCa 기둥부재 위의 X방향 및 Y방향으로 PCa 역들보를 배치하는 공정, 상기 공정의 PCa 순들보 및 PCa 역들보로 둘러싸인 공간에 슬래브를 건축하는 공정의 상기 각 공정을 반복하여 인접하는 상하층 실내공간의 높이를 다르게 건축하는 것을 특징으로 하는 건물의 건축방법.

3. 发明授权

KR100963488B1 프리캐스트 콘크리트 ＰＣ강선 정착블록을 이용한 부모멘트 바닥판 슬래브에 프리스트레스를 도입하는 방법 有权
标题翻译：负面地板地板预制件介绍预防混凝土电缆锚固块的方法及其使用
公开(公告)号：KR100963488B1
公开(公告)日：2010-06-17
申请号：KR1020090069331
申请日：2009-07-29
申请人： 노윤근 , 박근화 , 노경범
发明人： 노윤근 , 박근화 , 노경범
IPC分类号： E01D19/12 , E01D21/00 , E01D22/00 , E04B1/06 , E01D101/28
CPC分类号： E01D19/12 , E01D19/125 , E01D21/00 , E01D22/00 , E01D2101/285 , E04B1/06
摘要： PURPOSE: A method for introducing a pre-stress to a negative moment bottom plate slab is provided to extend the common lifetime of a bridge. CONSTITUTION: A method for introducing a pre-stress to a negative moment bottom plate slab comprises: a step of manufacturing a precast concrete PC wire anchorage block(B); a step of manufacturing a steel girder(G) or a pre-stress concrete girder; a step of mounting the steel girder or pre-stress concrete girder on a bridge post; a step of connecting a PC wire anchorage block support fixing rope to a shear connector; a step of fixing a PC wire anchorage block support to the PC wire anchorage block support fixing rope; a step of mounting a PC wire anchorage block on the upper side of the PC wire anchorage block support; a step of mounting a PC wire(10) and connecting a sheath after arranging a bottom plate mold on a girder; a step of pouring floor slab concrete in the mold; and a step of inducing pre-stress in a floor slab by tensioning the PC steel wire which are mounted on the steel anchorage of a precast concrete pc steel wire anchor block.
摘要翻译：目的：提供一种将预应力引入负矩底板的方法，以延长桥的共同寿命。构成：将预应力引入负矩底板的方法包括：制造预制混凝土PC线锚固块（B）的步骤; 制造钢梁（G）或预应力混凝土梁的步骤; 将钢梁或预应力混凝土梁安装在桥墩上的步骤; 将PC线锚固支撑固定绳连接到剪切连接器的步骤; 将PC线固定块支撑固定到PC线锚固块支撑固定绳索的步骤; 将PC线锚固块安装在PC线锚固支架的上侧的步骤; 在将底板模具布置在梁上之后安装PC线（10）并连接护套的步骤; 将地板混凝土浇筑在模具中的一个步骤; 以及通过张紧安装在预制混凝土pc钢丝锚块的钢锚固件上的PC钢丝而在楼板中引起预应力的步骤。

4. 发明公开

KR1020030075131A 장스팬 프리캐스트 시스템의 기둥-보 접합구조 无效
标题翻译：用于连接柱和长跨度预测系统的梁的结构
公开(公告)号：KR1020030075131A
公开(公告)日：2003-09-22
申请号：KR1020020039661
申请日：2002-07-09
申请人： 주식회사 씨에스구조엔지니어링
发明人： 최동섭 , 김종수
IPC分类号： E04B1/20
CPC分类号： E04B1/21 , E04B1/043 , E04B1/06
摘要： PURPOSE: Joint structure of columns and beams for a long-span precast system is provided to make the best use of space by extending the span of the precast system, to improve the durability by reducing the section of the member, and to reduce the construction period by vertically jointing the column and the beam. CONSTITUTION: A joint system of long-span precast columns and beams is composed of a precast column(10) and a precast beam(20). The precast beam is divided into a cantilever beam(21) and a simple beam(22), and connected by jointing simply on the spot. The precast column is composed of a lower precast column(11) and an upper precast column(12) installed in the upper part of the cantilever beam. The cantilever beam is installed in the upper part of the lower precast column, and the simple beam is jointed to the cantilever beam simply. The joint system includes a sleeve inserted to the upper and lower columns, and steel concrete inserted to the sleeve.
摘要翻译：目的：提供长跨度预制系统的立柱和梁的接头结构，通过延长预制系统的跨度，最大限度地利用空间，通过减少构件的截面来提高耐久性，并减少施工通过垂直连接柱和梁来实现。构成：长跨度预制柱和梁的联合系统由预制柱（10）和预制梁（20）组成。预制梁分为悬梁（21）和简单梁（22），通过简单的接头连接连接。预制柱由安装在悬臂梁上部的下预制柱（11）和上预制柱（12）组成。悬臂梁安装在下预制柱的上部，简单的梁简单地连接到悬臂梁上。接头系统包括插入上柱和下柱的套筒，以及插入套筒中的钢混凝土。

5. 发明授权

KR101875043B1 각관을 이용한 프리텐션 중공 콘크리트 슬래브 有权
公开(公告)号：KR101875043B1
公开(公告)日：2018-07-06
申请号：KR1020180044294
申请日：2018-04-17
申请人： 주식회사 서하 , 에스원건설 주식회사 , 서하위드인 주식회사
发明人： 김동필
IPC分类号： E04B1/06 , E04C5/08
CPC分类号： E04B1/06 , E04C5/08
摘要： 본발명은각관을이용한프리텐션중공콘크리트슬래브에관한것으로,판상의콘크리트몸체내부의중공부가단부가막히고두께가다른판재로제작된중공형각관들에의해형성되고, 상기콘크리트몸체의길이방향중 하중에의한휨모멘트값이가장큰 중앙부에는판재두께가가장두꺼운중앙각관이배치되고, 하중에의한휨모멘트값이가장작은상기콘크리트몸체의단부로갈수록중앙각관의판재두께보다더 얇은판재두께를가지는측부각관이배치되며, 상기콘크리트몸체의길이방향중 하중에의한전단력과지점부지압력값이가장큰 양단부는전 단면이유효하도록중공부가없는단면으로형성되어있다. 본발명은콘크리트몸체내부에형성되어있는중공부를형성하는각관들이단면의전체중량을줄여주고, 철근배근에따른중공부의피복노출을억제하여철근을보호하며, 상기콘크리트몸체의길이방향중 중앙부의중앙각관을기준으로측부각관이좌우대칭되게배치되고너비방향으로철근이배치된휨모멘트보강구조로되어있기때문에중공부의철근피복이확보되지않은종래의프리텐션중공콘크리트슬래브와비교하여볼 때, 배력철근이나온도철근설치가가능하여균열발생가능성이현저하게낮고각관의강성을활용하게되어자중에의한처짐값이현저하게작아져강선량을절감하는장점이있다.

6. 发明公开

KR1020160055330A 횡력저항 보강용 프리캐스트 벽체 및 프리스트레싱을 이용한 비내진 구조물의 내진 보강방법 有权
标题翻译：使用预应力筋的外部预制混凝土墙板加固方法
公开(公告)号：KR1020160055330A
公开(公告)日：2016-05-18
申请号：KR1020140154441
申请日：2014-11-07
申请人： 서울시립대학교 산학협력단
发明人： 김강수 , 이득행 , 최승호
IPC分类号： E04B1/98 , E04H9/02 , E04B1/06 , E04G23/02
CPC分类号： E04B1/98 , E04B1/06 , E04G23/02 , E04H9/027
摘要： 본발명은횡력저항보강용프리캐스트벽체및 프리스트레싱을이용한비내진구조물의내진보강방법에관한것으로서, 더욱상세하게는비내진구조물의기둥과기둥사이에프리캐스트벽체를구성하고강연선을이용하여기둥과프리캐스트벽체를결합하여프리스트레싱을도입함으로써비내진구조물을보강할수 있도록한 횡력저항보강용프리캐스트벽체및 프리스트레싱을이용한비내진구조물의내진보강방법에관한것이다. 본발명의바람직한일 실시예는 (a) 폭방향양측부에후면부에서측면또는후면부에서전면부로관통하는천공홀이높이방향의일정간격으로형성되는프리캐스트벽체를후면부의양측단부가기둥에각각면접하도록하여기둥과기둥의외측면에위치시키는단계; (b) 기둥모서리또는변에보강부재및 정착앵커를설치하는단계; (c) 강연선의일단을정착앵커에고정한후 프리캐스트벽체의천공홀을관통하여강연선을기둥에돌려서감는단계; (d) 강연선을긴장한후 타단을정착앵커에정착하는단계;를포함하여이루어진다.
摘要翻译：本发明涉及一种用于加强横向阻力的预制墙板和使用预应力的非地震结构加强抗震性的方法，更具体地涉及用于加强横向阻力的预制墙板和增强抗震性的方法使用预应力的非地震结构，可以通过在非地震结构的柱之间形成预制墙板并用钢绞线将柱连接到预制墙板以引入预应力来加强非地震结构。根据本发明的理想的实施例包括以下步骤：（a）定位预制墙板，其中从后表面到侧表面或从后表面到前表面的穿孔穿过孔形成在两侧宽度方向，在柱的外表面上，使得后表面的两侧端分别与柱接触; （b）在柱角或侧面安装加固件和固定锚固件; （c）将钢绞线的一端固定到固定锚固件上，使钢绞线穿过预制墙板的穿孔并将钢绞线缠绕在柱上; 和（d）拉紧钢绞线并将钢绞线的另一端固定到固定锚。

7. 发明公开

KR1020140115412A 포스트텐션이 적용된 피씨 플랫 슬래브 구조체 및 이를 이용한 플랫 슬래브 시공방법 有权
标题翻译：预制板预制板平板结构和预制平板SLAB的构造方法
公开(公告)号：KR1020140115412A
公开(公告)日：2014-10-01
申请号：KR1020130028048
申请日：2013-03-15
申请人： 이석
发明人： 이석
IPC分类号： E04B5/38 , E04B5/43
CPC分类号： E04B5/38 , E04B1/06 , E04B5/04 , E04B5/17 , E04B5/43
摘要： The present invention relates to a method for constructing a flat slab using a PC slab in which a post tension is applied showing excellence in assembling and construction, in that the flat slab is easily assembled and installed on the spot, because the slab is already manufactured into a precast member in a factory. A desirable embodiment of the present invention includes (a) a step of manufacturing a rectangular PC panel including first spanning protrusions on the upper side of both transverse ends and second spanning protrusions on the lower side of both longitudinal ends, and main head members formed into a foursquare shape, including third spanning protrusions on the upper side of each side and a main reinforcement penetration hole and a joining hole on the center; (b) a step of installing columns at a constant interval while the main head members are exposed through the upper part and an anchor is installed on the upper part; (c) a step of assembling and fixating the main head members on the upper parts of each column by penetrating the main reinforcement and anchor of the column (10) through the through-holes and joining holes of each column; (d) a step of seating the PC panel to make the second spanning protrusion of the PC panel to be engaged with the third spanning protrusion of the main head member between the main head member and the adjacent main head member; and (e) a step of installing a deck to make both ends of the deck to be spanned and seated between the PC panel and the adjacent PC panel in parallel.
摘要翻译：本发明涉及一种使用PC板坯构造的平板坯的方法，其中施加了张紧力，显示出优良的组装和构造，因为平板坯容易组装和安装在现场，因为板坯已经被制造进入工厂的预制会员。本发明的优选实施例包括（a）制造矩形PC面板的步骤，其包括在两个纵向端的下侧的两个横向端的上侧上的第一跨越突起和第二跨接突起，以及主头构件四方形，包括在每侧的上侧上的第三跨距突起，以及主加强件穿透孔和中心上的接合孔; （b）在主头部件通过上部露出并且锚固件安装在上部上时以一定间隔安装柱的步骤; （c）通过每列的通孔和连接孔穿透柱（10）的主加强件和锚固件，将主头部件组装和固定在每个柱的上部上的步骤; （d）安置PC面板以使PC面板的第二跨接突起与主头构件的第三跨越突起接合在主头构件和相邻的主头构件之间的步骤; 和（e）安装甲板的步骤，使甲板的两端平行放置在PC面板和相邻的PC面板之间。

8. 发明授权

KR100892137B1 보강이 가능한 횡방향 피에스씨 빔을 이용한 라멘식 지하차도 시공방법 有权
标题翻译： RAHMEN型地下隧道施工方法采用侧向PSC梁
公开(公告)号：KR100892137B1
公开(公告)日：2009-04-08
申请号：KR1020080059115
申请日：2008-06-23
申请人： (주)비엔텍아이엔씨
发明人： 이호석
IPC分类号： E02D29/045 , E02D29/05 , E04B1/06 , E04B1/41
CPC分类号： E02D29/045 , E02D29/05 , E04B1/06 , E04B1/40
摘要： A Rahmen type underground tunnel construction method using a lateral PSC beam is provided to reduce the moment generated in the connection part of the upper slab and thus to reduce the sectional thickness of the slab and stud wall. A Rahmen type underground tunnel construction method using a lateral PSC beam comprises a step of building a pair of stud walls(120) in the direction of underground tunnel, a step of setting both ends of a lateral PSC(prestressed concrete) beam(140) on the top of the stud walls, a step of forming an underground tunnel upper slab on the top of the lateral PSC beam and stud wall, a step of connecting the lateral PSC beam bottom and the stud wall top by using a hunch unit, and a step of forming an underground tunnel base slab between the bottom sides of the stud walls and setting it on the completed underground tunnel.
摘要翻译：提供使用横向PSC梁的拉赫曼式地下隧道施工方法，以减少上部板坯的连接部分产生的力矩，从而减小板坯和螺柱壁的截面厚度。使用横向PSC梁的拉赫曼式地下隧道施工方法包括沿着地下隧道的方向建造一对柱壁（120）的步骤，设置侧向PSC（预应力混凝土）梁（140）的两端的步骤，在立柱墙壁的顶部，在侧面PSC梁和立柱壁的顶部上形成地下隧道上部板的步骤，通过使用弯曲单元连接侧向PSC梁底部和柱顶壁顶部的步骤，以及在螺栓壁的底面之间形成地下隧道基础板并将其设置在完成的地下隧道上的步骤。

9. 发明公开

KR1020120047140A 결합력 향상을 위해 구근 형성 단부를 가지는 나선이형강봉을 이용하여 프리텐션에 의한 프리스트레스를 도입한 프리스트레스트 콘크리트 부재, 그 연속화 구조 및 제작방법 有权
标题翻译：具有预制棒的预制混凝土构件及其结构及其制造方法
公开(公告)号：KR1020120047140A
公开(公告)日：2012-05-11
申请号：KR1020100108854
申请日：2010-11-03
申请人： (주)한맥기술 , 주식회사 장헌산업
发明人： 한형관
IPC分类号： E04G21/12 , E04C5/08
CPC分类号： E04B1/06 , E04B1/22 , E04C5/08 , E04G21/12
摘要： PURPOSE: A pre-stressed concrete member using a spiral deformed steel bar having a bulb for reinforcing coupling force, a connecting structure thereof, and a manufacturing method thereof are provided to minimize material loss. CONSTITUTION: A pre-stressed concrete member using a spiral deformed steel bar having a bulb for reinforcing coupling force is manufactured as follows. Spiral deformed steel bars(10) in which tensile force is applied are arranged. Concrete is placed on the arranged steel bars and is cured. A bulb is formed in the end of each deformed steel bar, and a spiral groove is formed on the surface thereof. When the steel bars are released, prestress is applied to the cured concrete.
摘要翻译：目的：提供一种使用具有用于增强耦合力的灯泡的螺旋形变形钢筋的预应力混凝土构件，其连接结构及其制造方法，以最小化材料损失。构成：使用具有用于增强耦合力的灯泡的螺旋形变形钢棒的预应力混凝土构件如下制造。布置施加张力的螺旋变形钢筋（10）。将混凝土放置在排列好的钢筋上并固化。在每个变形的钢筋的端部形成有灯泡，并且在其表面上形成螺旋槽。当钢筋释放时，将预应力施加到固化的混凝土上。

10. 发明授权

KR101025629B1 철도선상역사의 바닥단열 시공방법 有权
标题翻译：铁路站建筑区域绝缘方法
公开(公告)号：KR101025629B1
公开(公告)日：2011-03-30
申请号：KR1020100126366
申请日：2010-12-10
申请人： 나석주
发明人： 나석주 , 이혁
IPC分类号： E04B1/78 , E04B1/64 , E04C5/07 , E04B5/00
CPC分类号： E04F15/18 , B61B1/02 , E04B1/06 , E04B1/38 , E04B1/80 , E04B1/98 , E04F2290/04
摘要： PURPOSE: A construction method for floor insulation of a railroad platform is provided to implement safe and simple insulation construction without using a temporary structure on rails. CONSTITUTION: A construction method for floor insulation of a railroad platform is as follows. An anti-vibration pad(30) is formed on the top of a concrete slab(20) in order to absorb vibrations delivered from the lower concrete slab or upper side. An insulating board(40) is formed on the top of the anti-vibration pad in order to cut off the heat transfer between the anti-vibration pad and the upper side. A waterproof layer(50) is formed on the top of the Insulating board in order to prevent the moisture formed in the insulating board. Concrete(60) including fibrous reinforcement(61) is placed on the top of the waterproof layer in order to prevent the crack of the waterproof layer caused by the running of railway vehicles. Cement mortar(70) and granite(80) are successively placed on the top of the concrete.
摘要翻译：目的：提供铁路平台地板绝缘施工方法，实现安全简单的绝缘结构，不需要在轨道上使用临时结构。构成：铁路平台地板保温施工方法如下。为了吸收从下混凝土板或上侧输送的振动，在混凝土板（20）的顶部形成防震垫（30）。为了切断防震垫与上侧之间的热传递，在防振垫的顶部形成绝缘板（40）。在绝缘板的顶部形成防水层（50），以防止绝缘板中形成的水分。为了防止由于铁路车辆的行驶引起的防水层的裂纹，将包括纤维增强材料（61）的混凝土（60）放置在防水层的顶部。水泥砂浆（70）和花岗岩（80）依次放置在混凝土的顶部。

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