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1. 发明公开

KR1020100033693A 장스팬 피씨화에 따른 수직응력에 대해 프리 텐션과 포스트텐션을 이용하여 2방향 저항력을 갖도록 형성된 멀티2방향 슬래브 无效
标题翻译：具有预倾斜和后倾的2路多层板
公开(公告)号：KR1020100033693A
公开(公告)日：2010-03-31
申请号：KR1020080092683
申请日：2008-09-22
申请人： (주)연우피씨엔지니어링 , 창조개발 주식회사
发明人： 이종민 , 정호완
IPC分类号： E04B5/02 , E04B5/16 , E04B5/32 , E04C3/10
CPC分类号： E04B5/14 , E04B1/04 , E04B5/04 , E04B2103/02
摘要： PURPOSE: A two-way multi-slab formed to have two-way resistance using pre-tension and post-tension to vertical stress is provided to improve workability and construction performance by reducing manufacturing costs and structural members. CONSTITUTION: A two-way multi-slab formed to have two-way resistance using pre-tension and post-tension to vertical stress comprises long span type PC panels(100), multiple support ribs(200), steel wires(300), auxiliary ribs(400), and auxiliary steel wires(500). The long span type PC panels are hung on a PC girder. The support ribs are protruded from the bottom surface of the PC panels. The steel wires are embedded in the support ribs, and both ends of the steel wires are protruded. The auxiliary ribs are right angles to the support ribs. The auxiliary steel wires are formed in the inner side of the auxiliary ribs, and maintains post-tension.
摘要翻译：目的：提供一种双向多层板，其具有使用预张力和后张力至垂直应力的双向阻力，以通过降低制造成本和结构构件来提高可操作性和施工性能。构成：使用预拉伸和拉伸至垂直应力的双向电阻形成的双向多层板包括长跨度型PC面板（100），多个支撑肋（200），钢丝（300），辅助肋（400）和辅助钢丝（500）。长跨度PC面板挂在PC大梁上。支撑肋从PC面板的底面突出。钢丝嵌入支撑肋，钢丝的两端突出。辅助肋与支撑肋成直角。辅助钢线形成在辅助肋的内侧，并保持后张力。

2. 发明授权

KR101028695B1 지하 역타 공법에서 철골 또는 강관 기둥과 결합되는피씨보 연결구조 有权
标题翻译：一种用于自顶向下的PC梁连接方法
公开(公告)号：KR101028695B1
公开(公告)日：2011-04-14
申请号：KR1020080092684
申请日：2008-09-22
申请人： (주)연우피씨엔지니어링 , 창조개발 주식회사
发明人： 이종민 , 정호완
IPC分类号： E02D29/045 , E04C3/293 , E04C3/32 , E02D5/28
摘要： 본 발명은 지하 역타 공법에서 철골 또는 강관 기둥과 결합되는 피씨보 연결구조에 관한 것이다.

이에 본 발명의 기술적 요지는 탑다운(TOP DOWN) 공법 또는 다운워드(DOWN WARD) 공법 등을 포함한 건축 구조물의 지하 역타 공법에 있어서, 지하부 층간 시공시 철골 또는 강관기둥과 결합되는 철골보(SCR) 구조 대신 맞춤형 피씨보를 사용하되, 상기 피씨보의 좌,우측 양단에는 별도의 철골브라켓을 더 형성하여 상기 철골, 강관기둥의 결합브라켓과 단순 결합 또는 용접하도록 하는 바, 이는 지하부 층간 공사시 발생되었던 기존의 현장 콘크리트 타설(철골보에 대한 콘크리트 양생)공정이 생략되어 공기가 단축됨은 물론 철근 배근작업과 거푸집 탈부착 작업 등과 같은 번거로운 시공 공정이 해소되어 시공작업성, 생산성 및 공기가 현저하게 단축되는 특징이 있다.

상기 목적달성을 위한 본 발명은 지하 역타 공법의 층간 보 연결구조에 있어서, 피씨보(100)의 길이방향 좌,우측 양단에 철골브라켓(110)의 일측단이 각각 매입되고 타측단이 외측으로 분기되어 철골 또는 강관기둥(200)의 결합브라켓(210)과 서로 결합되며, 상기 피씨보 상단부로 슬래브(S)가 걸침된 후 현장콘크리트(C)에 의해 타설되도록 구성되어 이루어진다.

따라서, 본 발명은 건축 구조물의 지하 역타 공법에 있어서, 지하부 층간 시공시 철골 또는 강관기둥과 결합되는 철골보(SCR) 구조 대신 맞춤형 피씨보를 사용하되, 상기 피씨보의 좌,우측 양단에는 별도의 철골브라켓을 더 형성하여 상기 철골, 강관기둥의 결합브라켓과 단순 결합 또는 용접하도록 하는 바, 이는 지하부 층간 공사시 발생되었던 기존의 현장 콘크리트 타설(철골보에 대한 콘크리트 양생)공정이 생략되어 공기가 단축됨은 물론 철근 배근작업과 거푸집 탈부착 작업 등과 같은 번거로운 시공 공정이 해소되어 시공작업성, 생산성 및 공기가 현저하게 단축되는 효과가 있다.
에스피에스공법, 철근기둥, 피씨보, 철골브라켓, 결합브라켓

3. 发明公开

KR1020100033694A 지하 역타 공법에서 철골 또는 강관 기둥과 결합되는피씨보 연결구조 有权
标题翻译： PC-GIRDER接合方式用于上下结构
公开(公告)号：KR1020100033694A
公开(公告)日：2010-03-31
申请号：KR1020080092684
申请日：2008-09-22
申请人： (주)연우피씨엔지니어링 , 창조개발 주식회사
发明人： 이종민 , 정호완
IPC分类号： E02D29/045 , E04C3/293 , E04C3/32 , E02D5/28
CPC分类号： E02D29/045 , E02D5/285 , E02D2250/0023 , E02D2300/0029 , E04C3/293 , E04C3/32
摘要： PURPOSE: A connection structure of a PC beam coupled to a steel pipe column or a steel frame in a top-down method is provided to reduce the construction time without a concrete placing process, and to improve productivity and workability. CONSTITUTION: A connection structure of a PC beam coupled to a steel pipe column or a steel frame in a top-down method is composed as follows. Steel frame brackets(110) are formed in both ends of a PC beam(100). One ends of the steel frame brackets are embedded in the PC beam. The other ends of the steel frame brackets are coupled to coupling brackets(210) of steel pipe columns(200). A slab is placed on the top of the PC beam, and cast-in-place concrete is placed.
摘要翻译：目的：提供一种以自上而下的方式连接到钢管柱或钢框架的PC梁的连接结构，以在没有混凝土浇筑过程的情况下减少施工时间，并提高生产率和可加工性。构成：以自上而下的方式连接到钢管柱或钢框架的PC梁的连接结构如下。钢框架支架（110）形成在PC梁（100）的两端。钢框架支架的一端嵌入PC梁。钢框架支架的另一端连接到钢管柱（200）的联接支架（210）上。平板放置在PC梁的顶部，并放置现浇混凝土。

4. 发明公开

KR1020100033685A 결로 방지용 중공홈을 갖는 지하 외벽용 피씨벽 无效
标题翻译： PC墙用于墙壁底座
公开(公告)号：KR1020100033685A
公开(公告)日：2010-03-31
申请号：KR1020080092673
申请日：2008-09-22
申请人： (주)연우피씨엔지니어링 , 창조개발 주식회사
发明人： 이종민 , 정호완
IPC分类号： E02D31/02 , E04B1/68 , E21D11/38
CPC分类号： E02D31/02 , E02D2250/0007 , E04B1/68 , E21D11/38
摘要： PURPOSE: A PC wall for an underground outer wall with a hollow groove for preventing condensation is provided to improve construction performance and workability by preventing condensation and a water leakage. CONSTITUTION: A PC wall for an underground outer wall with a hollow groove for preventing condensation comprises multiple hollow grooves, joints, and a sealing material. The hollow grooves are formed inside a PC underground outer wall, and prevent dew condensation. The joints are formed in the left and right sides of the PC underground outer wall, and filled with the sealing material. The sealing material prevents water from flowing inside.
摘要翻译：目的：提供一种用于防止冷凝的中空槽的地下外墙的PC墙，以通过防止冷凝和漏水来提高施工性能和可加工性。构成：用于防止冷凝的具有中空槽的地下外壁的PC壁包括多个中空槽，接头和密封材料。中空槽形成在PC地下外壁内部，防止结露。接头形成在PC地下外墙的左侧和右侧，并填充密封材料。密封材料防止水流入内部。

5. 发明授权

KR100763254B1 공동주택의 피씨형 발코니 구조 有权
标题翻译：具有公寓房预制混凝土结构的建筑
公开(公告)号：KR100763254B1
公开(公告)日：2007-10-04
申请号：KR1020070059541
申请日：2007-06-18
申请人： 창조개발 주식회사 , 현대건설주식회사 , 벽산건설 주식회사 , (주)연우피씨엔지니어링
发明人： 정호완 , 이종민 , 박용현 , 진언식
IPC分类号： E04B1/00 , E04G13/06
摘要： A precast concrete balcony structure of an apartment house is provided to shorten constructing time by placing the balconies and lower support walls with PC walls, and to remove a hardening process of the concrete by constructing the front and rear side walls with the PC walls. A precast concrete balcony structure of an apartment house comprises PC walls(100), and PC balconies(200). An upper end of a front surface(111) of a main body(110) is integrally formed with a support beam(120). Interlayer connecting reinforcing bars(130) are arranged inside on an upper surface(112) of the main body. The connecting reinforcing bars are received in a lower surface(113) of the main body to form insert grooves(140). A bottom part(210) is formed to place the PC balconies on the upper end of the support beams of the PC walls. Handrail parts(220) are formed to one side of the bottom part and vertically formed to the bottom part. The reinforcing bars are arranged inside in a hardening part(230) to be coupled with the support beam and the front surface of the main body. The balcony construction is bonded with the PC method.
摘要翻译：提供公寓的预制混凝土阳台结构，通过将阳台和下支撑墙放置在PC墙壁上来缩短施工时间，并通过用PC墙构造前后侧壁来消除混凝土的硬化过程。公寓的预制混凝土阳台结构包括PC墙（100）和PC阳台（200）。主体（110）的前表面（111）的上端与支撑梁（120）整体形成。层间连接钢筋（130）布置在主体的上表面（112）的内部。连接钢筋被容纳在主体的下表面（113）中以形成插入槽（140）。形成底部（210）以将PC阳台放置在PC壁的支撑梁的上端。扶手部件（220）形成在底部的一侧，并垂直地形成在底部。钢筋布置在硬化部件230内，与支撑梁和主体的前表面联接。阳台结构采用PC方式。

6. 发明公开

KR1020090079547A 브라켓 및 용접판을 이용한 건축물 시공용 피씨보의추락방지 구조 无效
标题翻译：使用支架或焊接板预防PC-CROSSBEAM结构的结构
公开(公告)号：KR1020090079547A
公开(公告)日：2009-07-22
申请号：KR1020080005612
申请日：2008-01-18
申请人： (주)연우피씨엔지니어링 , 벽산건설 주식회사 , 정도건설 주식회사
发明人： 이종민 , 정호완 , 진언식
IPC分类号： E04B1/30 , E04B1/58 , E04G21/32
摘要： A fall prevention structure of a PC beam for building construction using a bracket and a welding plate is provided to secure the safety of a worker, the stability of construction and construction productivity by installing a bracket or a welding plate to each end of a PC beam put over the top of a PC column and preventing the separation and accidental fall of a PC beam. A fall prevention structure of a PC beam for building construction using a bracket and a welding plate includes an angle bracket(100) provided with a support plate(110) and a coupling pin(120) to be coupled to the end at the corner of the top of a PC column(10) to prevent a PC beam(20) from separating or falling downward when placing the PC beam over the PC column. In addition, a first welding plate coupled to the top at the corner of the top of the PC column to prevent the PC beam from separating or falling downward when placing the PC beam over the PC column, and a second welding plate formed on the bottom of the PC beam to perform welding work with the first welding plate before a half slab is put over corresponding to the first welding plate are included.
摘要翻译：提供用于使用支架和焊接板进行建筑施工的PC梁的防坠落结构，以通过在PC梁的每一端安装托架或焊接板来确保工人的安全性，施工和施工生产率的稳定性放在PC柱的顶部，防止PC梁的分离和意外坠落。用于使用支架和焊接板进行建筑结构的PC梁的防坠落结构包括设置有支撑板（110）的角度托架（100）和联接销（120），该联接销将连接到 PC列（10）的顶部，以防止PC波束（20）在将PC波束放置在PC列上时分离或下降。另外，第一焊接板在PC柱的顶部的角落处联接到顶部，以防止PC梁在PC柱上放置时分离或下落;以及形成在底部的第二焊接板的PC梁在与第一焊接板相对应的半板坯被覆盖之前，与第一焊接板进行焊接加工。

7. 发明公开

KR1020090079548A 루프바를 이용한 건축물 시공용 피씨보의 추락방지 구조 无效
标题翻译：具有防止PC-CROSSBEAM使用环形结构的结构的构造
公开(公告)号：KR1020090079548A
公开(公告)日：2009-07-22
申请号：KR1020080005614
申请日：2008-01-18
申请人： (주)연우피씨엔지니어링 , 벽산건설 주식회사 , 정도건설 주식회사
发明人： 이종민 , 정호완 , 진언식
IPC分类号： E04B1/30 , E04B1/58 , E04G21/32
摘要： A fall prevention structure of a PC beam for building construction using a loop bar is provided to secure the safety of a worker and the stability of construction by installing a loop bar to the end of a PC beam put over the top of a PC column, thereby preventing the separation and fall of the PC beam from the PC column, and to secure construction productivity by preventing the damage of a PC beam. As for constructing a building by placing a PC beam(20) over a PC column(10) and placing a half slab on the PC beam, and then placing topping concrete, a fall prevention structure of a PC beam for building construction using a loop bar includes a loop bar(100) inserted vertically to a reinforcing bar(11) of the PC column to prevent the separation of the PC beam when the PC beam is placed over the PC column, wherein the loop bar is formed in the Ý˜-shape or the rectangular shape by having one end buried in the PC beam, the other end closed up tightly and the bent outside split into one or more.
摘要翻译：提供了一种用于使用环形杆的建筑结构的PC梁的防坠落结构，以通过在PC柱的顶部放置PC梁的末端安装环形杆来确保工人的安全性和结构的稳定性，从而防止PC梁从PC柱分离和掉落，并通过防止PC梁的损坏来确保施工生产率。关于通过在PC柱（10）上放置PC梁（20）并将半板坯放置在PC梁上，然后放置顶部混凝土来构造建筑物，使用循环的建筑施工的PC梁的防坠落结构杆包括垂直插入PC柱的钢筋（11）的环形杆（100），以防止当PC梁放置在PC柱上时PC梁的分离，其中环形杆形成在Ý〜形状或矩形形状，其一端被埋在PC梁中，另一端紧紧闭合，弯曲的外侧分成一个或多个。

8. 发明授权

KR100763979B1 지하주차장 시공용 멀티슬래브 有权
标题翻译：多层建筑地下停车场
公开(公告)号：KR100763979B1
公开(公告)日：2007-10-05
申请号：KR1020070043965
申请日：2007-05-07
申请人： 정도건설 주식회사 , 현대건설주식회사 , 벽산건설 주식회사 , (주)연우피씨엔지니어링
发明人： 정호완 , 이종민 , 박용현 , 진언식
IPC分类号： E04B5/04 , E04B5/02
摘要： A multi slab for construction of an underground parking lot is provided to increase resistant capacity against the vertical and lateral force, and to shorten the constructing time by forming a plurality of integral support ribs on one surface of a pc panel and mounting the reinforcing rods to two ends of the support rib. A plurality of support ribs(200) vertically projected to the one side of a panel(100) include reinforcing bars(300). One lateral end of the reinforcing bars is embedded in the support ribs, and the other lateral end of the reinforcing bars is branched to the outside of the support ribs to be upwardly bent so as to mount a continuous slab to two longitudinal ends. The support ribs are projected with 2 to 5 with the same interval on the panel. The projected height of the support ribs is increased according to the set proportional value as the width direction length of the panel is increased.
摘要翻译：提供了一种用于建造地下停车场的多板，以增加抵抗垂直和横向力的抵抗能力，并通过在pc面板的一个表面上形成多个整体的支撑肋并将加强杆安装到支撑肋的两端。垂直地突出到面板（100）的一侧的多个支撑肋（200）包括钢筋（300）。钢筋的一个横向端部嵌入在支撑肋中，并且钢筋的另一个侧端部分支到支撑肋的外侧以向上弯曲，从而将连续的板坯安装到两个纵向端部。支撑肋在面板上以相同的间隔投射2到5个。当面板的宽度方向长度增加时，支撑肋的突出高度根据设定的比例值增加。

9. 发明公开

KR1020100033695A 뒤틀림방지 및 시공성이 개선된 건축구조물 시공용멀티슬래브 无效
标题翻译：多层结构结构
公开(公告)号：KR1020100033695A
公开(公告)日：2010-03-31
申请号：KR1020080092685
申请日：2008-09-22
申请人： (주)연우피씨엔지니어링 , 정도건설 주식회사
发明人： 이종민 , 정호완
IPC分类号： E04B5/32 , E04B5/16 , E04B5/02
CPC分类号： E04B5/18 , E04B1/38 , E04B5/38 , E04B2005/322
摘要： PURPOSE: A multi-slab for constructing a structure with improved torsion prevention and construction performance is provided to improve structural stability by forming additional finishing walls. CONSTITUTION: A multi-slab for constructing a structure with improved torsion prevention and construction performance comprises a panel, multiple support ribs(200), steel wires(300), and finishing walls(500). The support ribs are vertically protruded from the bottom surface of the panel. One ends of the steel wires are embedded in the support ribs, and the other ends are protruded from the support ribs. The finishing walls integrally connect the support ribs, and prevent the panel from being twisted.
摘要翻译：目的：提供一种用于构造具有改进的扭转防止和施工性能的结构的多板，以通过形成额外的精加工壁来提高结构稳定性。构造：用于构造具有改进的扭转防止和施工性能的结构的多板，包括板，多个支撑肋（200），钢丝（300）和精加工壁（500）。支撑肋从面板的底面垂直突出。钢线的一端嵌入支撑肋中，另一端从支撑肋突出。整理墙整体连接支撑肋，防止面板扭曲。

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