专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明公开

KR1020010091701A 유니트 격자보 및 그 시공방법 失效
标题翻译：单位格言及其施工方法
公开(公告)号：KR1020010091701A
公开(公告)日：2001-10-23
申请号：KR1020000013664
申请日：2000-03-17
申请人： 삼성물산 주식회사 , 삼연 피씨이 주식회사
发明人： 류재천 , 김광수
IPC分类号： E04B1/20
CPC分类号： E04B1/21 , E04B1/383 , E04B1/40
摘要： PURPOSE: A unit lattice girder is provided to promote the easiness and promptness on construction by unifying lattice girders composed of many members. CONSTITUTION: In a unit lattice girder arranging reinforcing bars inward, a main body(10) formed with precast concrete comprises: many horizontal members(11); many vertical members(12) formed to be intersected with horizontal members; many lattices formed by intersecting many horizontal members and many vertical members mutually and penetrated vertically; many through holes(14) formed only on an outward horizontal member and an outward vertical member among the horizontal members and the vertical members; and a joint(15) formed on the intersecting point of the outward horizontal member and the outward vertical member of the main body.
摘要翻译：目的：提供一个单位格栅梁，以通过统一由许多成员组成的格子梁来提高施工的容易性和及时性。构成：在向内设置钢筋的单元格栅梁中，形成有预制混凝土的主体（10）包括：许多水平构件（11）; 许多垂直构件（12）形成为与水平构件相交; 许多水平构件和许多垂直构件相交并垂直穿过形成的格子; 在水平构件和垂直构件中仅形成在外侧水平构件和外部垂直构件上的许多通孔（14）以及形成在所述外侧水平构件和所述主体的向外垂直构件的交叉点上的接头（15）。

2. 发明公开

KR1020010038431A 초고층 아파트의 복도와 발코니의 하프 슬래브 시공방법 失效
标题翻译：高层公寓的高速公路和高速公路斜拉桥施工方法
公开(公告)号：KR1020010038431A
公开(公告)日：2001-05-15
申请号：KR1019990046397
申请日：1999-10-25
申请人： 삼연 피씨이 주식회사 , 삼성물산 주식회사
发明人： 김영길 , 김현모
IPC分类号： E04B1/00 , E04B5/38
CPC分类号： E04B5/38
摘要： PURPOSE: A method to construct half-slabs of a corridor and a balcony of a high-rise apartment is provided to improve the quality and waterproof capacity of a joint. CONSTITUTION: A construction method comprises four steps. In the first step, pad mortar(13) is poured on one side of the upside of a first wall(11) made of precast concrete. A half precast-concrete corridor member(16) is constructed on the pad mortar. In the second step, a reinforcing cast layer(18) is formed by using concrete while a truss girder(17) projected from the corridor member, and a bar(14) of the first wall are connected, and numerous bars(19) are vertically and horizontally arranged. In the third step, a second wall(20) is constructed by using precast concrete and the bottom is contacted with the upside of the first wall. In the fourth step, a pad-mortar layer(25) is formed toward the inside of the contacted area. In the fifth step, an intercepting material(22) and a back-up material(23) are inserted into the outside of the contacted area of the first and second walls. The center of the contacted area where a thermal insulating layer(15) of the first wall is contacted with the same layer of the second wall is charged with a filler(24) of sponge rubber.
摘要翻译：目的：提供建设高层公寓走廊和阳台半板的方法，以提高接头的质量和防水能力。构成：施工方法包括四个步骤。在第一步中，将垫砂浆（13）倒在由预制混凝土制成的第一壁（11）的上侧的一侧上。在衬垫砂浆上构造半预制混凝土走廊构件（16）。在第二步骤中，当从走廊构件突出的桁架梁（17）和第一壁的杆（14）连接时，通过使用混凝土形成增强浇铸层（18），并且许多杆（19）是垂直和水平排列。在第三步骤中，通过使用预制混凝土构造第二壁（20），并且底部与第一壁的上侧接触。在第四步骤中，朝向接触区域的内部形成垫 - 砂浆层（25）。在第五步骤中，拦截材料（22）和备用材料（23）被插入到第一和第二壁的接触区域的外部。第一壁的绝热层（15）与第二壁的相同层接触的接触区域的中心装有海绵橡胶填料（24）。

3. 发明公开

KR1020010038427A 초고층 벽식 복합화 공법의 시공방법 无效
标题翻译：高层剪切墙预应力混凝土施工方法
公开(公告)号：KR1020010038427A
公开(公告)日：2001-05-15
申请号：KR1019990046392
申请日：1999-10-25
申请人： 한국건설기술연구원 , 삼연 피씨이 주식회사 , 삼성물산 주식회사
发明人： 류재천 , 김영길 , 이종민 , 배규웅 , 박금성 , 김현모
IPC分类号： E04B1/35
CPC分类号： E04B1/04 , E04B1/164
摘要： PURPOSE: A method to construct a high-rise shear wall precast concrete method is provided to improve workability, quality, structural stability, the waterproof of a joint area, and the efficiency of sound insulation. CONSTITUTION: A construction method comprises eight steps. In the first step(S1), precast concrete is constructed on a floor slab to form a wall. In the second step(S2), half precast concrete is constructed to make a front balcony and a rear balcony while being connected to the floor slab. In the third step(S3), precast concrete is constructed to form stairs between floors. In the fourth step(S4), half precast concrete is constructed to shape a front chamber where the stairs meet the floor slab. In the fifth step(S5), mortar is poured to make a vertical joint between the wall and a lower wall. In the sixth step(S6), a form is installed to construct the floor slab of an upper floor at the upper end of the wall by using field concrete. In the seventh step(S7), bars are arranged in the form, pipes for facilities are arranged, and materials for electricity are installed. In the eight step(S8), field concrete is poured to form the floor slab of the upper floor.
摘要翻译：目的：提出一种构建高层剪力墙预制混凝土方法，提高施工性，质量，结构稳定性，接合面防水性和隔音效果。构成：施工方法由八个步骤组成。在第一步（S1）中，预制混凝土构造在地板上以形成墙壁。在第二步（S2）中，构造了半预制混凝土，以在连接到楼板时制成前阳台和后阳台。在第三步（S3）中，预制混凝土构造成在楼板之间形成楼梯。在第四步骤（S4）中，构造了半预制混凝土，以形成楼梯与楼板相遇的前室。在第五步骤（S5）中，倾倒砂浆以在壁和下壁之间形成垂直接头。在第六步骤（S6）中，通过使用现场混凝土，安装形成在墙壁上端的上层楼板。在第七步骤（S7）中，以排列形式设置条状物，配置设施用管，安装电力用材料。在八步（S8）中，浇筑混凝土浇筑以形成上层楼板。

4. 发明公开

KR1020130090664A 중공슬래브 보강방법 및 이에 따른 중공슬래브 无效
标题翻译：用于增强中心纤维板和中空芯片的方法
公开(公告)号：KR1020130090664A
公开(公告)日：2013-08-14
申请号：KR1020120011962
申请日：2012-02-06
申请人： 삼연 피씨이 주식회사
发明人： 최명식 , 최재관
IPC分类号： E04B5/32
摘要： PURPOSE: A reinforcement method of a hollow slab and a hollow slab thereby are provided to reinforce both ends of a hollow slab using reinforcement metals and topping concrete even if a high load is applied to the hollow slab. CONSTITUTION: A reinforcement method of a hollow slab is as follows. Openings (30) connected to hollow portions (20) are formed on the top surfaces of the ends of a hollow slab (10). Reinforcement metals (40) are arranged inside of the hollow portions through the openings. Topping concrete (50) is placed in the hollow portions through the openings.
摘要翻译：目的：提供一种中空板坯和中空板坯的加强方法，用于加强中空板坯的两端，使用加强金属和顶板混凝土，即使对中空板坯施加高负荷。构成：中空板的加固方法如下。连接到中空部分（20）的开口（30）形成在空心板（10）的端部的顶表面上。加强金属（40）通过开口布置在中空部分的内部。顶部混凝土（50）通过开口放置在中空部分中。

5. 发明公开

KR1020110030057A ＰＣ거더와 ＰＣ빔의 강접합구조 无效
标题翻译： PC GIRDER和PC光束的连接
公开(公告)号：KR1020110030057A
公开(公告)日：2011-03-23
申请号：KR1020090087991
申请日：2009-09-17
申请人： 삼연 피씨이 주식회사 , 강남건영(주) , 주식회사 대흥 , 동서 피, 씨, 씨 주식회사 , 동아건설산업 주식회사 , 우림콘크리트공업 주식회사 , 한성피씨건설 주식회사 , 현대산업개발 주식회사
发明人： 최명식 , 이강철 , 이승국 , 권대영 , 나금옥 , 오을랑 , 심지택 , 오종표 , 박찬환 , 장진혁 , 오봉섭 , 박장만 , 임재형
IPC分类号： E04B1/20 , E04C3/20
摘要： PURPOSE: A structure of moment connection between a PC girder and a PC beam is provided to simply implement moment connection between a PC girder and a PC beam using non-shrinkage mortar without separate connection steel. CONSTITUTION: A structure of moment connection between a PC girder and a PC beam comprises a connection groove(111), an injection hole, and non-shrinkage mortar. The connection groove is formed on the upper surface of a mounting groove(110) or the lower surface of an upper protrusion(210) and extended in the installation direction of a PC beam(200). The injection hole is extended from the top surface of a PC girder(100) to the part under the mounting groove. The non-shrinkage mortar is injected through the injection hole to be filled in a vertical gap between the PC girder and the PC beam.
摘要翻译：目的：提供PC梁和PC梁之间的力矩连接结构，以便在没有单独连接钢的情况下，使用非收缩砂浆简单地实现PC梁和PC梁之间的力矩连接。构造：PC梁和PC梁之间的力矩连接结构包括连接槽（111），注入孔和非收缩砂浆。连接槽形成在安装槽（110）的上表面或上突起（210）的下表面上并沿PC梁（200）的安装方向延伸。注射孔从PC大梁（100）的顶表面延伸到安装槽下方的部分。非收缩砂浆通过注射孔注入以填充PC梁和PC梁之间的垂直间隙。

6. 发明授权

KR100673475B1 지하층 골조부의 골조용 피씨거더부재, 이를 이용한 지하층골조부의 조립구조 및 그 시공방법 失效
标题翻译：地下一层框架的PC大梁构件和地下框架的组装结构及其使用方法
公开(公告)号：KR100673475B1
公开(公告)日：2007-01-29
申请号：KR1020050040266
申请日：2005-05-13
申请人： 삼연 피씨이 주식회사 , 삼성중공업 주식회사
发明人： 최명식 , 김현모 , 김익배 , 유광준 , 이강철 , 박대운 , 이권주 , 성진경 , 김용길 , 장재호
IPC分类号： E02D29/045 , E02D17/04
摘要： 본 발명은 지하층 골조부의 골조용 피씨거더부재, 이를 이용한 지하층 골조부의 조립구조 및 그 시공방법에 관한 것으로서,
몸체(a)와; 상기 몸체(a)의 양단부에 일측부가 각각 소정길이 만큼 매입 설치되어 있고, 타측부가 소정길이 만큼 외부로 노출된 노출부(3e)가 형성되어 있는 연결수단과; 상기 몸체(a)의 양측부에 매입되는 상기 연결수단의 매입부에 고정 설치되어 있는 스터드볼트(STUD BOLT)(3d)와; 상기 몸체(a)의 중간부위의 전, 후측 상부에 설치되는 각 피씨빔부재(7)의 양 측부에 형성된 걸침용 돌턱부(7b)가 각각 걸쳐져서 고정되도록 형성된 걸침용 요부(4)를 포함하여 구성되어 있는 피씨거더부재(A)와, 이를 이용하여 지하층 골조부를 조립하여 시공하도록 구성되어 있다.
본 발명은 공사비용을 크게 절감할 수 있게 되고, 가설구조물을 해체시키는 과정이 생략되어 공사기간의 단축이 이루어질 수 있으며, 가설구조물의 설치가 생략된 상태이므로 작업하기에도 불편하지 않게 되는 효과가 있다.
피씨거더부재, 피씨빔부재, 흙막이벽, 지하층 골조, H형강

7. 发明授权

KR100392188B1 클린룸 건축물의 골조부 시공방법 有权
标题翻译： 클린룸건축물의골조부시공방법
公开(公告)号：KR100392188B1
公开(公告)日：2003-07-22
申请号：KR1020000013663
申请日：2000-03-17
申请人： 삼성물산 주식회사 , 삼연 피씨이 주식회사
发明人： 류재천 , 김광수
IPC分类号： E04B1/22
摘要： PURPOSE: A method for constructing a frame of a clean room structure is provided to reduce a cost and a period of construction by manufacturing major parts of a frame as a pre-cast concrete member. CONSTITUTION: A main column(2) and a post(3) are constructed on a bottom concrete(1) by using a concrete. A concrete form is manufactured to be contacted with an upper portion of the post(3) and one side of the main column(2). A grille beam(4) is constructed by using the concrete. A girder(5) and a slab(6) are constructed on an upper portion of the main column(2) after the concrete form is manufactured. A support equipment layer(7) such as pipes is formed in a lower side of the grille beam(4). A clean room(8) is formed on an upper side of the grille beam(4). A system sealing part(9) is formed between the girder(5) and the slab(6). The support equipment for maintaining environment condition is formed in the support equipment layer(7) and the system sealing part(8).
摘要翻译：目的：通过制造作为预制混凝土构件的框架的主要部件来提供一种构造洁净室结构的框架的方法，以降低成本和施工周期。组成：主柱（2）和柱（3）通过混凝土在底部混凝土（1）上构造。制造混凝土模板以与立柱（3）的上部和主立柱（2）的一侧接触。格栅梁（4）通过使用混凝土构造。在制造混凝土模板之后，主梁（2）的上部构造梁（5）和板（6）。格栅梁（4）的下侧形成有诸如管道的支撑设备层（7）。净化室（8）形成在格栅梁（4）的上侧。系统密封部分（9）形成在桁梁（5）和板坯（6）之间。维护环境条件的支撑设备形成在支撑设备层（7）和系统密封部分（8）中。

8. 发明公开

KR1020030048837A 프리캐스트 콘크리트로 제작된 전력맨홀의 체결 구조 失效
标题翻译：预制混凝土管的连接
公开(公告)号：KR1020030048837A
公开(公告)日：2003-06-25
申请号：KR1020010078879
申请日：2001-12-13
申请人： 삼연 피씨이 주식회사 , 삼성물산 주식회사
发明人： 김익배 , 이종민 , 김영길 , 노희철 , 이난희
IPC分类号： E02D29/12 , E02D29/045 , E01F5/00
摘要： PURPOSE: A connection of a precast concrete-made manhole is provided to make the connection between manholes strong and prevent the manhole from being deformed by any external impact, moreover to improve waterproof effect against underground water. CONSTITUTION: The connection of a precast concrete-made manhole is composed of: assembling precast concrete-made base plates; making holes(26) used to connect steel wires; manufacturing a shear key with a loop bar imbedded; inserting a reinforcing bar into the hole of each crossed loop bar; fixing a steel wire to lateral wall of a manhole and passing the steel wire all the way through steel wire holes then fixing the wire to the lateral wall of the opposite manhole; placing mortar into a mortar access groove to fix the loop bars connected by reinforcing bars; applying water seal to the border of each manhole; coating outer walls of manholes with waterproof sheet.
摘要翻译：目的：提供预制混凝土人孔的连接，使人孔之间的连接牢固，防止人孔因任何外部冲击而变形，同时提高对地下水的防水效果。规定：预制混凝土制造的人孔的连接由以下组成：组装预制混凝土基板; 用于连接钢丝的孔（26）; 制造带有嵌入式环形杆的剪切钥匙; 将钢筋插入每个交叉环形杆的孔中; 将钢丝固定在人孔的侧壁上，将钢丝一直穿过钢丝孔，然后将钢丝固定在相对的检修孔的侧壁上; 将砂浆放入砂浆进入槽中以固定由钢筋连接的环形杆; 在每个人孔的边界施加水封; 用防水板涂覆人孔的外墙。

9. 实用新型

KR200193343Y1 철근 연결용 슬리브 失效
标题翻译：钢加固连接套管
公开(公告)号：KR200193343Y1
公开(公告)日：2000-08-16
申请号：KR2020000007618
申请日：2000-03-17
申请人： 삼성물산 주식회사 , 삼연 피씨이 주식회사 , 주식회사 대동엠에스
发明人： 류재천 , 양선주 , 김영길 , 김형기 , 박명현
IPC分类号： E04C5/18
摘要： 본 고안은 PC부재간 접합시 주물용 강재 슬리브를 이용하여 철근 상호간 연결을 용이하게 할 수 있도록 한 철근 연결용 슬리브에 관한 것이다.
본 고안은 충전 모르타르와의 부착력을 향상시키기 위하여 내부에 소정 각도로 형성된 다수의 돌출부(11)을 구비하고, 슬리브 협구 끝단 부분의 상기 돌출부 (11)에는 일부를 절취한 절취부(12)가 형성되어 모르타르의 흐름을 양호하게 유도하도록 하며, 슬리브(10)의 내부 중심부에는 대칭적으로 한 쌍의 철근 스토퍼(13)를 형성되어 내부로 철근이 삽입될 때 철근의 정착길이를 정확하게 확보할 수 있도록 한 것이다.

10. 发明公开

KR1020090124721A 건축물 골조부의 조립구조 및 그 시공방법 无效
标题翻译：建筑框架的组装结构及其构造方法
公开(公告)号：KR1020090124721A
公开(公告)日：2009-12-03
申请号：KR1020080051087
申请日：2008-05-30
申请人： 삼성물산 주식회사 , 삼연 피씨이 주식회사
发明人： 최명식 , 유광준 , 임주혁 , 이강철 , 박대운
IPC分类号： E04B5/16 , E04B1/30
CPC分类号： E04B1/165 , E04B1/04 , E04B1/20 , E04B5/23 , E04B5/26 , E04B2103/02
摘要： PURPOSE: An assembly structure of a building frame and a construction method thereof are provided to prevent crack generation by coupling a joist of a PC slab member with PC half beam directly. CONSTITUTION: An assembly structure of a building frame comprises a joist integrated PC slab member(10), a PC half beam(20), and a PC column(30). More than two joists in which a cross section is formed like reverse-trapezoid are hung on a rectangular PC flat board(11) of the joist integrated PC slab member. A joist mounting groove in which the joist of the PC slab member is placed is formed on the PC half beam. The PC half beam is placed on the PC column.
摘要翻译：目的：提供一种建筑物框架的组装结构及其构造方法，以通过将PC板构件的托梁与PC半梁直接连接来防止裂纹产生。构成：建筑物框架的组装结构包括托梁集成的PC板构件（10），PC半梁（20）和PC柱（30）。将横截面形成为反向梯形的两个以上的托梁悬挂在托梁一体PC板坯构件的矩形PC平板（11）上。在PC半梁上形成有放置PC板构件的托梁的托梁安装槽。 PC半光束放在PC柱上。

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式