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. 发明授权

KR100937745B1 프리캐스트 콘크리트 기둥을 이용한 건축물의 시공방법 有权
标题翻译：使用预制混凝土柱的构造方法
公开(公告)号：KR100937745B1
公开(公告)日：2010-01-20
申请号：KR1020090036134
申请日：2009-04-24
申请人： 서울주택도시공사 , 동서 피, 씨, 씨 주식회사 , 한양대학교 산학협력단
发明人： 김형근 , 강석준 , 정병석 , 기동연 , 강지연 , 정장원 , 박창진 , 노삼영
IPC分类号： E04B1/30 , E04B1/18 , E04B1/38
摘要： PURPOSE: A construction method of a building using a precast concrete column is provided to secure the continuity of the connection by strengthening the integrity of a column and a beam and to improve the construction efficiency by executing a frame work and a slab work in different layers at the same time. CONSTITUTION: A construction method of a building using a precast concrete column comprises the steps for: installing a precast concrete column(200) in which an installation groove(110) and bar arrangement holes(120,130) are installed in the bottom; inserting the end of the precast concrete beam in the installation groove; connecting the precast concrete column and the precast concrete beam by passing main bars(140) through the bar arrangement holes; additionally arranging auxiliary bars along the precast concrete beam; placing concrete in the installation groove; and additionally placing concrete in the inner part and top part the precast concrete beam.
摘要翻译：目的：提供一种使用预制混凝土柱的建筑施工方法，通过强化柱和梁的完整性来确保连接的连续性，并通过执行框架加工和不同层的板坯加工来提高施工效率与此同时。构成：使用预制混凝土柱的建筑物的施工方法包括以下步骤：安装预制混凝土柱（200），其中安装槽（110）和杆布置孔（120,130）安装在底部; 将预制混凝土梁的端部插入安装槽中; 通过主杆（140）穿过杆布置孔连接预制混凝土柱和预制混凝土梁; 沿着预制混凝土梁另外安排辅助钢筋; 将混凝土置于安装槽中; 并另外将混凝土置于预制混凝土梁的内部和顶部。

2. 发明授权

KR101303721B1 헤디드 리브 피씨슬래브 및 그 시공방법 有权
标题翻译： HEADED RIB预制板及其构造方法
公开(公告)号：KR101303721B1
公开(公告)日：2013-09-10
申请号：KR1020120078991
申请日：2012-07-19
申请人： 서울주택도시공사 , 동서 피, 씨, 씨 주식회사 , 삼표피앤씨 주식회사 , 롯데건설 주식회사 , 주식회사 포스코건설 , (주)엠씨에스에스티기술사사무소 , (주)아이스트테크
发明人： 김형근 , 강지연 , 이학주 , 정장원 , 박창진 , 나금옥 , 심남주 , 김건영 , 석원균 , 전현수 , 이종인 , 최종문 , 김인호 , 이호찬 , 김종성 , 송철의 , 박홍근
IPC分类号： E04B5/43
摘要： PURPOSE: A headed rib precast slab and a construction method therefor are provided to obtain an optimized structure for preventing the shear crack of a headed rib precast slab and to ensure the integrity with a slab concrete by facilitating the installation of a lattice re-bar. CONSTITUTION: A headed rib precast slab (100) comprises an upper plate (110), a plurality of ribs, a triangular convex shear key (150), and a vertical plane lattice re-bar (200). The upper plate is made of an inclined end plate (120). A plurality of ribs is formed on the lower side of the upper plate and is extended to the lower side. The shear key is formed on the upper surface (W) of the inclined end plate in a corresponding shape to a rib. The vertical plane lattice re-bar is uprightly arranged inside the rib and the upper plate. The vertical plane lattice re-bar protrudes to the upper side from the upper surface of the upper plate.
摘要翻译：目的：提供一种头肋预制板及其施工方法，以获得优化的结构，以防止头肋预制板的剪切裂纹，并通过方便安装格栅杆来确保板坯混凝土的完整性。构成：头肋预制板（100）包括上板（110），多个肋，三角形凸形剪切键（150）和垂直平面格子棒（200）。上板由倾斜端板（120）制成。多个肋形成在上板的下侧并延伸到下侧。剪切键以与肋相应的形状形成在倾斜端板的上表面（W）上。垂直平面格子杆被竖直地布置在肋和上板的内部。垂直平面格子棒从上板的上表面突出到上侧。

3. 发明授权

KR101174675B1 프리캐스트 콘크리트 보와 프리캐스트 콘크리트 기둥의 결합구조물 有权
标题翻译：预制混凝土梁和预制混凝土柱的组合结构
公开(公告)号：KR101174675B1
公开(公告)日：2012-08-21
申请号：KR1020110138191
申请日：2011-12-20
申请人： 동서 피, 씨, 씨 주식회사 , 서울주택도시공사
发明人： 박창진 , 나금옥 , 김형근
IPC分类号： E04B1/18 , E04C3/20 , E04C3/30 , E04B1/58
摘要： PURPOSE: A coupling structure of a precast concrete beam and a precast concrete column is provided to improve the strength of a precast concrete beam by forming a housing groove in the end of the precast concrete beam. CONSTITUTION: A coupling structure of a precast concrete beam and a precast concrete column is composed as follows. The end of a precast concrete beam(20) is located at an installation groove formed in a precast concrete column(10). Fixing members(32) are inserted into through holes(26) of the precast concrete beam and holes(17) of the precast concrete column to stably fix the precast concrete beam. Upper main bars(34) are installed through an upper bar arrangement hole(13). Lower main bars(36) are installed through a lower bar arrangement hole and can be curved along the inclined surface of the precast concrete beam. Concrete is placed in the installation groove of the precast concrete column and a housing groove of the precast concrete beam.
摘要翻译：目的：提供预制混凝土梁和预制混凝土柱的联接结构，以通过在预制混凝土梁的末端形成一个壳体槽来提高预制混凝土梁的强度。构成：预制混凝土梁和预制混凝土柱的连接结构如下。预制混凝土梁（20）的端部位于形成在预制混凝土柱（10）中的安装槽处。固定构件（32）插入预制混凝土梁的通孔（26）和预制混凝土柱的孔（17）中，以稳定地固定预制混凝土梁。上主杆（34）通过上杆布置孔（13）安装。下主杆（36）通过下杆布置孔安装，并且可以沿着预制混凝土梁的倾斜表面弯曲。混凝土被放置在预制混凝土柱的安装槽和预制混凝土梁的容纳槽中。

4. 发明授权

KR101703186B1 스팀양생이 불필요한 조기강도 발현용 콘크리트 조성물 有权
标题翻译：高耐久强度混凝土组合物不必要的蒸汽老化
公开(公告)号：KR101703186B1
公开(公告)日：2017-03-13
申请号：KR1020130165787
申请日：2013-12-27
申请人： 주식회사 케미콘 , 동서 피, 씨, 씨 주식회사 , (주)서원산업
发明人： 임동한 , 조인성 , 민태범 , 박창진 , 박영식
IPC分类号： C04B9/04 , C04B7/32 , C04B14/06
摘要： 경화촉진제를최적의함량비로첨가함으로써, 시멘트의물성변화없이보일러등의스팀양생을실시하는것 없이도양생 6시간이내에 10MPa 이상의강도를확보할수 있는스팀양생이불필요한조기강도발현용콘크리트조성물에대하여개시한다. 본발명에따른스팀양생이불필요한조기강도발현용콘크리트조성물은조강시멘트에적용되고, 스팀양생을실시하는것 없이양생 6시간이내에 10MPa 이상의압축강도를발현하기위한스팀양생이불필요한조기강도발현용콘크리트조성물로서, 상기조강시멘트 100 중량부에대하여, 경화촉진제가 5 ~ 8 중량부로첨가된것을특징으로한다.
摘要翻译：公开了一种用不必要的蒸汽固化表现出早期强度的混凝土组合物，其能够在固化6小时内确保强度至少10MPa，而不进行蒸汽固化如锅炉等，而不改变水泥的材料性质。根据本发明，提供一种用于以不必要的蒸汽固化表现早强度的混凝土组合物，作为用于在不进行蒸汽固化的固化的6小时内表现出不必要的蒸汽固化的早期强度的表现为至少10MPa的压缩强度的混凝土组合物，可以应用于高强度水泥，相对于100重量份的高强度水泥，加入5-8重量份的硬化促进剂。

5. 发明公开

KR1020120047591A 프리캐스트 콘크리트 기둥의 현장 접합 시공법 有权
标题翻译：用于连接预制混凝土柱的方法
公开(公告)号：KR1020120047591A
公开(公告)日：2012-05-14
申请号：KR1020100109248
申请日：2010-11-04
申请人： 동서 피, 씨, 씨 주식회사
发明人： 박창진 , 나금옥
IPC分类号： E04B1/58 , E04B1/20
摘要： PURPOSE: A method for welding precast concrete columns on a construction site is provided to improve construction quality by preventing placed concrete from cracking even if shock and vibration is applied from the concrete. CONSTITUTION: A method for welding precast concrete columns on a construction site is as follows. First and second fixing plates(30) having screw holes are buried in the bottom surface of a PC column(10) and the top surface of a column joint part(20) so that the surfaces of the fixing plates can be exposed to the outside. The PC column is installed so that the bottom of the PC column can correspond to the top of the column joint part. Forms are installed on the bottom of the PC column and the top of the column joint part. Concrete(33) is placed in a gap between the PC column and the column joint part. A first fixture(40) is installed on the first fixing plate of the PC column, and a second fixture(50) is installed on the second fixing plate of the column joint part. The first and second fixtures are connected through a tension shaft(60). After the concrete is cured, the first fixture is separated from the second fixture.
摘要翻译：目的：提供一种在施工现场焊接预制混凝土柱的方法，即使混凝土施加冲击和振动，也可防止混凝土开裂，从而提高施工质量。构成：施工现场焊接预制混凝土柱的方法如下。具有螺孔的第一和第二固定板（30）被埋在PC柱（10）的底表面和柱接头部分（20）的顶表面上，使得固定板的表面可暴露于外部。安装PC柱，使PC柱的底部可以对应于柱接头部分的顶部。表格安装在PC柱的底部和柱接头部分的顶部。混凝土（33）放置在PC柱和柱接头部分之间的间隙中。第一夹具（40）安装在PC柱的第一固定板上，第二固定件（50）安装在柱接头部分的第二固定板上。第一和第二固定件通过张力轴（60）连接。混凝土固化后，第一夹具与第二夹具分离。

6. 发明公开

KR1020150076998A 스팀양생이 불필요한 조기강도 발현용 콘크리트 조성물 有权
标题翻译：高耐久强度混凝土组合物不必要的蒸汽老化
公开(公告)号：KR1020150076998A
公开(公告)日：2015-07-07
申请号：KR1020130165787
申请日：2013-12-27
申请人： 주식회사 케미콘 , 동서 피, 씨, 씨 주식회사 , (주)서원산업
发明人： 임동한 , 조인성 , 민태범 , 박창진 , 박영식
IPC分类号： C04B9/04 , C04B7/32 , C04B14/06
CPC分类号： C04B40/02 , C04B7/32 , C04B22/085 , C04B22/143 , C04B24/04 , C04B24/16 , C04B28/02 , C04B2103/14 , C04B2103/50 , C04B2201/05
摘要： 경화촉진제를최적의함량비로첨가함으로써, 시멘트의물성변화없이보일러등의스팀양생을실시하는것 없이도양생 6시간이내에 10MPa 이상의강도를확보할수 있는스팀양생이불필요한조기강도발현용콘크리트조성물에대하여개시한다. 본발명에따른스팀양생이불필요한조기강도발현용콘크리트조성물은조강시멘트에적용되고, 스팀양생을실시하는것 없이양생 6시간이내에 10MPa 이상의압축강도를발현하기위한스팀양생이불필요한조기강도발현용콘크리트조성물로서, 상기조강시멘트 100 중량부에대하여, 경화촉진제가 5 ~ 8 중량부로첨가된것을특징으로한다.
摘要翻译：公开了一种用不必要的蒸汽固化表现出早期强度的混凝土组合物，其能够在固化6小时内确保强度至少10MPa，而不进行蒸汽固化如锅炉等，而不改变水泥的材料性质。根据本发明，提供一种用于以不必要的蒸汽固化表现早强度的混凝土组合物，作为用于在不进行蒸汽固化的固化的6小时内表现出不必要的蒸汽固化的早期强度的表现为至少10MPa的压缩强度的混凝土组合物，可以应用于高强度水泥，相对于100重量份的高强度水泥，加入5-8重量份的硬化促进剂。

7. 发明公开

KR1020120024330A 회전 교반력을 이용한 건축용 원형기둥의 원심 성형장치 无效
标题翻译：使用旋转混合动力结构柱的离心成型装置
公开(公告)号：KR1020120024330A
公开(公告)日：2012-03-14
申请号：KR1020100087195
申请日：2010-09-06
申请人： 동서 피, 씨, 씨 주식회사
发明人： 박창진 , 나금옥
IPC分类号： B28B21/30 , B28B21/80 , E04G13/02 , E04C3/34
CPC分类号： B28B1/20 , B28B21/60 , B28B21/80 , E04C3/34 , E04G13/021
摘要： PURPOSE: A centrifugal-force forming device of a construction column using rotating mixing force is provided to produce a high-strength column using low-moisture, low-flow concrete. CONSTITUTION: A centrifugal-force forming device of a construction column using rotating mixing force comprises supports(10,10'), a driving motor(20), and a frame. A driving roller(11) and a driven roller(12) are arranged on the supports. The number of the supports is at least two. The driving motor is connected to a rotating shaft(13). The driving motor makes the driving roller of the support receive torque. The frame molds a column between the driving and driven rollers on the supports. The frame is transversely held. The frame horizontally rotates through the torque of the driving roller.
摘要翻译：目的：提供使用旋转混合力的建筑柱的离心力形成装置，以使用低水分，低流动混凝土产生高强度塔。构成：使用旋转混合力的建筑柱的离心力形成装置包括支撑件（10,10'），驱动电机（20）和框架。驱动辊（11）和从动辊（12）布置在支撑件上。支持的数量至少为2。驱动电机连接到旋转轴（13）。驱动电机使支架的驱动辊接受转矩。框架模制支撑件上的驱动辊和从动辊之间的柱。框架横向保持。框架通过驱动辊的扭矩水平旋转。

8. 发明授权

KR101216389B1 프리캐스트 콘크리트 기둥의 현장 접합 시공법 有权
标题翻译：将预制混凝土柱连接到位的方法
公开(公告)号：KR101216389B1
公开(公告)日：2012-12-28
申请号：KR1020100109248
申请日：2010-11-04
申请人： 동서 피, 씨, 씨 주식회사
发明人： 박창진 , 나금옥
IPC分类号： E04B1/58 , E04B1/20
摘要： 본발명은대형경기장이나공연장또는대형매장이나주차장과같은건축구조물을축조하는경우에는사용되는프리캐스트(precast) 콘크리트기둥(이하, PC기둥이라한다)의현장접합시공법에관한것으로, 더욱상세하게는공장생산되는 PC기둥과현장타설되는기둥접합부에대하여노출상태의고정판을각기매립형성하고, 이들 PC기둥과기둥접합부에대한조립상태에서상호간의간극부에대하여덧침콘크리트를타설한후, 상기 PC기둥과기둥접합부의고정판에장착되는제1고정수단및 제2고정수단과이들을서로인장연결하는인장축을통해상기 PC기둥과기둥접합부가사방으로견고하고안정적으로인장결합될수 있도록함에따라, PC기둥과기둥접합부를서로직접인장고정시킴에따라협소한주변공간및 장애물이나간섭물이있는경우라도합리적이고효율적인시공이이루어질수 있는것이고, 주변의작업공간을침해하지아니하므로장비나인력의통행과이동이자유로운것이며, PC기둥과기둥접합부를서로직접인장고정시키므로바람이불거나충격및 진동이가해지더라도 PC기둥과기둥접합부의사이에는이들외부로부터의다양한요인이집중되지아니하므로덧침콘크리트의균열이나접합불량등이발생하지아니하여시공품질을가일층향상시킬수 있을뿐만아니라구조물에대한사용수명의연장및 하자보수가불필요한효과가있는것이다.

9. 发明授权

KR101213560B1 현장 타설 조립식 건축용 원형 주두 기둥 有权
标题翻译：圆形立柱型浇筑地基类型用于结构
公开(公告)号：KR101213560B1
公开(公告)日：2012-12-18
申请号：KR1020100087194
申请日：2010-09-06
申请人： 동서 피, 씨, 씨 주식회사
发明人： 박창진 , 나금옥
IPC分类号： E04C3/34 , E04C3/30
摘要： 본발명은대형매장이나공장및 주차장과같은건축구조물을축조하는경우에사용되는원형기둥에관한것으로, 더욱상세하게는공장에서원형기둥과원형주두를각기구분생산하고, 이들을현장으로옮겨현장에서의무수축몰탈에 의한타설접합및 앵커볼트를이용한조립을통해일체형의원형주두기둥을제작할수 있도록함으로써, 원형기둥과원형주두가각기구분생산되므로미성형부또는성형취약부가나타나지않아강성을크게놓일수 있는것이고, 각기구분생산된원형기둥과원형주두는적재와운반및 보관등의취급성이뛰어나물류비의절감및 시공편리성이우수한것이며, 현장에서직접접합및 체결시켜사용할수 있어시공비의절감은물론공사기간의단축이가능하면서도원형주두기둥이갖는본래의역할과기능을충실히수행할수 있어고강도의미려한건축물을축조할수 있게하는것이다.

10. 发明公开

KR1020120024329A 현장 타설 조립식 건축용 원형 주두 기둥 有权
标题翻译：结构类型的圆柱体资本
公开(公告)号：KR1020120024329A
公开(公告)日：2012-03-14
申请号：KR1020100087194
申请日：2010-09-06
申请人： 동서 피, 씨, 씨 주식회사
发明人： 박창진 , 나금옥
IPC分类号： E04C3/34 , E04C3/30
摘要： PURPOSE: A circular column integrated with a circular column capital for a cast-in-place prefabricated structure is provided to improve strength by separately producing a circular column and a circular column capital. CONSTITUTION: A circular column integrated with a circular column capital for a cast-in-place prefabricated structure comprises a circular column(10) and a circular column capital(20). The circular column capital has a bigger outer diameter than the circular column. A vertical reinforcing bar hole(22) corresponding to a reinforcing bar arrangement unit of a circular column is formed in the circular column capital. The reinforcing bar arrangement unit of the circular column is integrally inserted into the reinforcing bar hole of the circular column capital in a construction site.
摘要翻译：目的：提供一个与圆形柱资本一体化的圆柱，用于现浇预制结构，以通过分别生产圆柱和圆柱资本来提高强度。构成：与现浇预制结构的圆柱资本相结合的圆柱体包括圆形柱（10）和圆柱形资本（20）。圆柱资本的外径比圆柱体大。在圆柱形资本中形成与圆柱体的钢筋排列单元对应的纵向加强筋孔（22）。圆柱的钢筋配置单元一体地插入施工现场的圆柱资本的钢筋孔中。

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