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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

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。

3. 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。

4. 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.

5. 发明授权

KR100392189B1 유니트 격자보 및 그 시공방법 失效
标题翻译： 유니트유니보및그시공방법
公开(公告)号：KR100392189B1
公开(公告)日：2003-07-22
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
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：提供单位桁架梁，通过统一由许多构件组成的桁架梁来提高施工的便捷性。构成：在向内排列钢筋的单位桁架梁中，用预制混凝土形成的主体（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; 由许多水平构件和许多垂直构件相互交叉并垂直贯穿而形成的许多格子; 许多通孔（14）仅形成在水平件和垂直件中的向外水平件和向外垂直件上; 和形成在主体的向外水平部件和向外垂直部件的交点上的接头（15）。

6. 发明授权

KR100348858B1 프리캐스트 콘크리트 중공기둥부재 및 그 시공방법 有权
标题翻译：预制混凝土空心柱构件及其施工方法
公开(公告)号：KR100348858B1
公开(公告)日：2002-08-17
申请号：KR1020000013666
申请日：2000-03-17
申请人： 삼성물산 주식회사 , 삼연 피씨이 주식회사
发明人： 류재천 , 김광수
IPC分类号： E04C3/34
摘要： 본 발명은 프리캐스트 콘크리트 중공기둥부재 및 그 시공방법에 관한 것으로, 종래에는 대형 프리캐스트 콘크리트 기둥부재의 하중 때문에 제작, 이송 및 시공에 여러 문제점이 있어서, 현장에서 거푸집을 통해 직접 콘크리트를 타설하여 기둥을 시공하였으나, 본 발명은 프리캐스트 콘크리트 부재 제작공장에서 내측으로 주름관을 내재한 중공부가 형성된 대형 중공기둥부재를 철근 콘크리트로 제작 형성한 후 현장으로 통상의 운송수단으로 이송하고 현장에서 양중장비로 양중하여 설치한 후 내측의 중공부에 콘크리트를 충전시키는 방식으로 시공함으로써, 하중을 최소화시킨 상태로 대형 기둥부재를 제작할 수 있으므로 대형 기둥부재를 프리캐스트 콘크리트로 공장에서 제작하여 현장으로 이송하고 시공하는 것이 가능해지고, 현장에서도 시공을 위한 전문인력을 최소화 시킬 수 있으며, 시공기간이 획기적으로 단축되고 시공품질의 향상은 물론 임시 시설물과 폐자재를 최소화할 수 있어서 대형 골조물이 요구되는 건축물 및 시공기간을 최대로 단축해야되는 건축물에 적용할 수 있는 프리캐스트 콘크리트 중공기둥부재 및 그 시공방법에 관한 것이다.

7. 发明公开

KR1020010091700A 클린룸 건축물의 골조부 시공방법 有权
标题翻译：清洁室结构框架构造方法
公开(公告)号：KR1020010091700A
公开(公告)日：2001-10-23
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
CPC分类号： E04B1/19 , E04B2001/1948 , E04B2001/199
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：提供一种构建洁净室结构的框架的方法，通过制造作为预制混凝土构件的框架的主要部分来降低成本和施工周期。构成：通过使用混凝土在底部混凝土（1）上构造主柱（2）和柱（3）。制造具体形式与柱（3）的上部和主柱（2）的一侧接触。通过使用混凝土构造格栅梁（4）。在制造混凝土模板之后，在主柱（2）的上部构造有梁（5）和板坯（6）。诸如管子的支撑设备层（7）形成在格栅梁（4）的下侧。洁净室（8）形成在格栅梁（4）的上侧。系统密封部分（9）形成在梁（5）和板坯（6）之间。在支撑设备层（7）和系统密封部分（8）中形成用于维持环境状态的支撑设备。

8. 发明公开

KR1020010091704A 합체거더 및 그 시공방법 无效
标题翻译：复合吉他及其构造方法
公开(公告)号：KR1020010091704A
公开(公告)日：2001-10-23
申请号：KR1020000013667
申请日：2000-03-17
申请人： 삼성물산 주식회사 , 삼연 피씨이 주식회사
发明人： 류재천 , 김광수
IPC分类号： E04C3/20
摘要： PURPOSE: A composite girder is provided to mechanize the construction of a girder member by installing a large-sized girder formed with precast concrete in a building requiring a large framed structure and a building necessary for reducing a period of construction maximally and to reduce a period of construction with effective construction and the required costs as well as manpower. CONSTITUTION: A construction method of a girder using a composite girder(10) comprises the steps of: transferring a sectional girder(11) manufactured in a precast concrete member manufacturing factory; fitting the sectional girder transferred to a job site to adhere closely mutually; forming a composite girder by compressing many sectional girders adhered mutually to be adhered maximally and fitting with a jointing instrument; and tensioning the composite girder by a tension and installing in a construction site.
摘要翻译：目的：提供一种复合梁，用于通过在需要大框架结构的建筑物中安装一个形成有预制混凝土的大型大梁，并最大限度地减少施工期限所需的建筑物，从而对大梁的构造进行机械化的建设有效建设，所需费用和人力。构成：使用复合梁（10）的梁的施工方法包括以下步骤：将预制混凝土构件制造厂制造的横梁（11）将转移到作业现场的断面梁装配成紧密相连; 通过压缩多个相互粘附的分段梁，最大限度地压配合，形成复合梁; 并通过张力张紧复合梁并安装在施工现场。

9. 发明公开

KR1020010091703A 프리캐스트 콘크리트 중공기둥부재 및 그 시공방법 有权
标题翻译：预制混凝土中空柱构件及其构造方法
公开(公告)号：KR1020010091703A
公开(公告)日：2001-10-23
申请号：KR1020000013666
申请日：2000-03-17
申请人： 삼성물산 주식회사 , 삼연 피씨이 주식회사
发明人： 류재천 , 김광수
IPC分类号： E04C3/34
摘要： PURPOSE: A precast concrete hollow column member is provided to carry and install in a job site after manufacturing a large-sized column member with precast concrete in a factory by manufacturing a large-sized column member at the state of minimizing load, to minimize professional human resources required for construction in a job site, to reduce a period of construction, to promote the quality of construction and to minimize the required temporary facilities and waste materials. CONSTITUTION: A precast concrete hollow column member formed with precast concrete to have fixed height by placing many reinforcing bars inward comprises: an upper concrete part(10) forming an opening(21) of a hollow part(20) on an upper surface(11) and an upper vertical reinforcing bar(30) projected upward; a lower concrete part(12) forming a column base part(13) provided with many reinforcing bars joints(14) to the lower end; a member bearing part(15) formed on the outside of the upper concrete part and the lower concrete part; and a hollow part forming a space inward from the upper concrete part to the lower concrete part.
摘要翻译：目的：提供一种预制混凝土空心柱构件，用于在工厂制造具有预制混凝土的大型柱构件之后，在工作现场通过在最小负载状态下制造大型柱构件来最小化专业人力资源在工地建设，减少施工期，提高施工质量，尽量减少所需的临时设施和废料。构成：通过向内放置许多钢筋，由预制混凝土形成具有固定高度的预制混凝土空心柱构件包括：在上表面（11）上形成中空部分（20）的开口（21）的上混凝土部分（10））和向上突出的上垂直钢筋（30）下部混凝土部件（12），其形成有向下端设置有多个钢筋接头（14）的柱基部（13）形成在上混凝土部分和下混凝土部分的外侧的构件承载部分（15）; 以及形成从上混凝土部分向下混凝土部分向内的空间的中空部分。

10. 发明公开

KR1020010091697A 루프바를 이용한 피씨 벽체의 이음부위 연결방법 无效
标题翻译：使用环路条PC连接的连接方法
公开(公告)号：KR1020010091697A
公开(公告)日：2001-10-23
申请号：KR1020000013660
申请日：2000-03-17
申请人： 삼성물산 주식회사 , 삼연 피씨이 주식회사
发明人： 류재천 , 김영길
IPC分类号： E04B1/61
CPC分类号： E04B1/046 , E04B1/383
摘要： PURPOSE: A connecting method of a joint between PC(Precast Concrete) walls using a loop bar is provided to secure structural stability and to promote construction efficiency by heightening the strength of a joint by interposing reinforcements additionally when connecting two precast concrete walls. CONSTITUTION: A connecting method of a joint between PC walls using a loop bar comprises the steps of; forming concave shear reinforcing parts(1a) on a joint between walls(1) of a precast concrete wall; interposing vertical joint reinforcing bars(5,6) at the state of combining loop bars(3,4) of the walls to be overlapped mutually; inserting a clip-shaped reinforcement(7) to place over the loop bars around the vertical joint reinforcing bars or a U-shaped reinforcement between loop bars; and filling up with mortar.
摘要翻译：目的：提供使用环形杆的PC（预制混凝土）墙之间的接头的连接方法，以确保结构稳定性，并通过在连接两个预制混凝土墙时另外插入增强件来提高接头的强度来提高施工效率。构成：使用环形杆的PC墙之间的接头的连接方法包括以下步骤：在预制混凝土墙的壁（1）之间的接头上形成凹形剪切增强部分（1a）; 在将所述壁的环形杆（3,4）组合以相互重叠的状态下插入垂直接头加强筋（5,6）; 插入夹形加强件（7）以围绕垂直接头加强筋或环形杆之间的U形加强件放置在环形杆上方; 并用砂浆填满。

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