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1. 发明授权

KR101539454B1 합성 트러스 탈형보용 구조체 및 이를 이용한 합성 트러스 탈형보 有权
标题翻译：具有可拆卸形式面板的复合材料束和使用其的复合材料束的结构
公开(公告)号：KR101539454B1
公开(公告)日：2015-07-28
申请号：KR1020140124052
申请日：2014-09-18
申请人： 장광윤
发明人： 장광윤
IPC分类号： E04C3/293 , E04B5/16
CPC分类号： E04B5/16 , E04C3/293
摘要： 본발명은합성트러스탈형보용구조체및 이를이용한합성트러스탈형보에관한것이다.이를위하여본 발명의일 실시예에따른합성트러스탈형보용구조체는한 쌍의트러스가일정간격이격배치되되, 각각의트러스는상현재와하현재의플랜지가각각상부와하부를향하도록구비되고, 상기상현재와하현재의웨브와철편사재및 찬넬수직재의플랜지가하나의마찰접합용고력볼트로체결되며, 한쌍의트러스의하현재의플랜지와상기찬넬수직재의플랜지에각각탈형패널이탈형가능하도록체결되는것을특징으로한다.
摘要翻译：本发明涉及一种用于复合桁架移除结构梁的结构和使用其的复合桁架移除结构梁。为了实现这一点，根据本发明的实施例，在用于复合桁架移除结构梁的结构中，一对桁架间隔开预定距离。在每个桁架中，上弦和下弦的凸缘分别对应于上部和下部。腹板的凸缘，铁件材料和上下弦的通道垂直材料与用于摩擦接头的高强度螺栓联接。拆卸板可分别地连接到桁架的下弦的凸缘和通道垂直材料的凸缘。

2. 发明公开

KR1020100013548A 하프ＰＣ슬래브의 이음구조 无效
标题翻译：联合电脑SLAB
公开(公告)号：KR1020100013548A
公开(公告)日：2010-02-10
申请号：KR1020080075123
申请日：2008-07-31
申请人： 삼성중공업 주식회사 , 강인석 , 김승훈 , 이한승
发明人： 이기장 , 이강건 , 황현식
IPC分类号： E04B5/38 , E04B5/36
CPC分类号： E04B5/16 , E04B1/383 , E04B1/61 , E04B5/18 , E04B5/326 , E04B5/38 , E04C5/06 , E04C5/0604
摘要： PURPOSE: A joint structure of a half PC slab is provided to secure enough bending performance of the joint and enable application to a hollow slab. CONSTITUTION: A joint structure of a half PC slab comprises first and second half PC slabs(100,200), reinforcement members(310), and topping concrete. The first and second half PC slabs are abutted against each other in a slab construction position. The reinforcing members are installed at the junction of the first and second half PC slabs. The topping concrete is placed above the first and second half PC slabs to bury the reinforcing members.
摘要翻译：目的：提供半PC板的连接结构，以确保接头的足够的弯曲性能，并可应用于中空板。构成：半PC板的连接结构包括第一和第二半PC板（100,200），加强构件（310）和顶部混凝土。第一和第二半PC板在板坯结构位置彼此抵靠。加强构件安装在第一和第二半PC板的连接处。顶部混凝土放置在第一和第二半PC板之上以埋置加强构件。

3. 发明授权

KR100757710B1 역타설 시공되는 지하구조물의 다월 철근 시공방법 有权
标题翻译：用于下部施工地下结构的DOWELBAR施工方法
公开(公告)号：KR100757710B1
公开(公告)日：2007-09-13
申请号：KR1020060084491
申请日：2006-09-04
申请人： 박무용 , 황기수 , 최창식
发明人： 박무용 , 황기수 , 최창식
IPC分类号： E02D29/045 , E04B5/16 , E04C5/01
CPC分类号： E02D29/045 , E02D2250/0023 , E04B5/16 , E04C5/01
摘要： A method for laying dowel bars of an underground structure constructed downward is provided to reduce the number of used couplers by reducing the number of joints, and to improve workability through integrated construction after downward construction of a beam and a slab. A plurality of pipes are vertically fixed and installed in a beam mold of each layer in the process of downward constructing a beam and a slab by casting concrete after a mold is installed. Upper and lower layers are connected to each other by allowing dowel bars to pass through the pipe that vertically penetrates a beam of each layer if the concrete is casted and then the mold is disassembled, so that the downward construction of the beam and slab is completed. A pillar and a wall structure are constructed by installing the mold and casting concrete, so that dowel bars are buried in the concrete of the pillar and the wall structure.
摘要翻译：提供一种用于铺设下方构造的地下结构的定位杆的方法，通过减少接头的数量来减少使用的联接器的数量，并且通过在梁和板的向下构造之后通过一体化结构提高可操作性。在安装模具之后，通过浇铸混凝土向下构造梁和板坯的过程中，将多个管道垂直固定并安装在每个层的梁模具中。上下层通过允许榫钉通过垂直贯穿各层梁的管道彼此连接，如果混凝土被铸造，然后模具被拆卸，则梁和板的向下构造完成。通过安装模具和浇注混凝土构成立柱和墙体结构，使榫钉杆埋在柱体和墙体结构的混凝土中。

4. 发明公开

KR1020160006044A 이음 부분이 숨겨진 커플 리브형 프리캐스트 콘크리트 슬래브의 설치구조 및, 이러한 프리캐스트 콘크리트 슬래브의 제작 방법 有权
标题翻译：预制混凝土结构的安装结构及其连接部分的连接部分，以及预制混凝土制品的制造方法
公开(公告)号：KR1020160006044A
公开(公告)日：2016-01-18
申请号：KR1020140085386
申请日：2014-07-08
申请人： 주식회사 하이브릭스이앤씨
发明人： 김건영
IPC分类号： E04B5/16 , E04B5/23
CPC分类号： E04B5/16 , E04B5/23
摘要： 본발명에따른 PC 슬래브의설치구조는 PC 슬래브사이의이음부분이인접한한 쌍의리브사이의셋백공간에위치하여숨겨지기때문에이음부분에별도의코킹공사또는마감공사가필요하지않고균열제어, 누수에따른얼룩등에대한유지관리가용이하며, PC 슬래브가연속적으로배치된경우 PC 슬래브의이음부분을숨기면서동일한한 쌍의리브패턴이일정간격으로반복되기때문에건축마감효과가우수하다는장점을갖는다.
摘要翻译：根据本发明，PC板的安装结构不需要在连接部分中进行附加的铆接加工或整理加工，因为PC板之间的连接部分位于一对邻接的肋之间的后退空间中而被隐藏; 由于漏水而导致的裂纹和斑点的维护控制很容易执行; 并且由于在隐藏PC板的连接部分的同时在一定的空间重复一对相同的肋图案，所以留下了优异的施工整理效果。

5. 发明公开

KR1020100066160A 피에스씨빔과 바닥슬래브의 전단연결구조 有权
标题翻译：剪切连接PSC梁和混凝土结构之间的结构
公开(公告)号：KR1020100066160A
公开(公告)日：2010-06-17
申请号：KR1020080124835
申请日：2008-12-09
申请人： 한국도로공사
发明人： 임준수 , 이원태 , 이의준 , 박권제 , 이경수
IPC分类号： E01D19/12 , E01D2/00 , E01D21/00 , E04C5/01 , E04B5/16 , E01D101/28
CPC分类号： E01D19/125 , E01D2/00 , E01D21/00 , E01D2101/28 , E04B5/16 , E04C5/01
摘要： PURPOSE: A shear connecting structure between a PSC beam and a floor slab is provided to reduce construction time by securing a working space on the top surface of a PSC beam, and to easily arrange floor slab reinforcing bars. CONSTITUTION: A shear connecting structure between a PSC beam and a floor slab comprises a shear connector(123). The shear connector is protruded from the top end of a PSC beam and is coupled to a floor slab. The shear connector comprises a buried part(123a) and a first vertical bent part(123b). The buried part is arranged inside the PSC beam. The first vertical bent part is bent by being vertically extended from the top end of the PSC beam.
摘要翻译：目的：提供PSC梁和地板之间的剪切连接结构，通过在PSC梁的顶面上固定工作空间，轻松布置地板钢筋，从而缩短施工时间。构造：PSC梁和地板之间的剪切连接结构包括剪切连接器（123）。剪切连接器从PSC梁的顶端突出并且联接到楼板。剪切连接器包括埋设部分（123a）和第一垂直弯曲部分（123b）。掩埋部分布置在PSC梁的内部。第一垂直弯曲部分从PSC梁的顶端垂直延伸弯曲。

6. 发明公开

KR1020080019965A 아주 높은 정착력을 갖는 짧은 길이의 강섬유를 이용한합성데크슬라브콘크리트의 시공 및 콘크리트 배합방법 无效
标题翻译：通过使用非常高的锚固钢纤维和混合设计应用塑料混凝土
公开(公告)号：KR1020080019965A
公开(公告)日：2008-03-05
申请号：KR1020060082570
申请日：2006-08-30
申请人： (주)청조엔지니어링
发明人： 진인창
IPC分类号： C04B14/38 , C04B24/04
CPC分类号： E01D21/00 , C04B14/48 , E01C7/142 , E01D19/12 , E01D2101/262 , E04B5/16
摘要： A method for constructing a deck slab concrete is provided to reduce the construction cost and to increase durability by controlling the crack generation. A method for constructing a deck slab concrete uses a steel fiber having very high anchorage power. In particularly, the deck slab concrete is reinforced by introducing steel fiber having higher anchorage power into the deck slab concrete, in a steel line length of about 5,000-20,000 m/m^3 and in an amount of 100,000-500,000 on the basis of anchorages. The steel fiber having higher anchorage power reduces a usage ratio of water-cement to 43% or less to increase the chemical bonding power of concrete. A tensile strength of the resulting deck slab concrete is calculated as the number of the steel fibers x 1/3 x yield tensile strength x 1/2.
摘要翻译：提供了一种用于构造甲板板混凝土的方法，以通过控制裂缝产生来降低施工成本并提高耐久性。一种用于构造甲板板混凝土的方法使用具有非常高的锚固力的钢纤维。特别地，甲板板混凝土通过将具有较高锚固力的钢纤维引入到甲板板混凝土中，以约5000-20,000m / m 3的钢线长度为基础，并以100,000-500,000的量锚地。具有较高锚固力的钢纤维将水泥的使用比降低到43％以下，以增加混凝土的化学键合力。所得到的板坯混凝土的拉伸强度按钢纤维数×1/3×屈服拉伸强度×1/2计算。

7. 发明公开

KR1020050015828A 고단열 고강도 자기발포 경량 콘크리트를 이용하여파렛트형의 경량 프리캐스트 패널 및 그의 제조 방법 无效
标题翻译：托盘式轻量预制面板，采用具有高热绝缘性和高强度的自发光重量混凝土，以提高隔热，轻重量，声音吸收和耐火性
公开(公告)号：KR1020050015828A
公开(公告)日：2005-02-21
申请号：KR1020030054811
申请日：2003-08-07
申请人： 최정실
发明人： 최정실
IPC分类号： C04B28/04
CPC分类号： C04B38/02 , C04B18/08 , C04B18/142 , C04B18/22 , C04B28/02 , C04B2111/40 , E04B2/84 , E04B5/16
摘要： PURPOSE: A pallet type light weight precast panel, using self-foaming light weight concrete is provided to improve heat insulation, light weight and sound absorption, and fire resistance, and to satisfy the functions as a structural material as well as a heat insulating material. CONSTITUTION: The pallet type light weight precast panel is produced by kneading a self-foaming light weight dry mortar(5) comprised of 85wt% of cement, 15wt% of quicklime, 0.7wt% of a foaming agent, 0.2wt% of fibrous chip and coal fly ash with water, and placing the resulted mortar in a pallet type casing mold having hollow part(4) and frames(1,1',2).
摘要翻译：目的：提供采用自发轻质混凝土的托盘式重量轻的预制面板，以提高隔热性，重量轻，吸声性和耐火性，并满足结构材料以及绝热材料的功能。构成：托盘式轻质预制面板是通过将由85重量％的水泥，15重量％的生石灰，0.7重量％的发泡剂，0.2重量％的纤维屑组成的自发轻质干砂浆（5）和煤飞灰，并将所得砂浆放置在具有中空部分（4）和框架（1,1'，2）的托盘式套管模具中。

8. 发明授权

KR101502063B1 표면착색 콘크리트 바닥 시공방법 有权
标题翻译：构造混凝土彩色地板的方法
公开(公告)号：KR101502063B1
公开(公告)日：2015-03-13
申请号：KR1020140063063
申请日：2014-05-26
申请人： 주식회사 우리산업개발
发明人： 김수종
IPC分类号： E04F15/12 , E04C2/04 , E04C2/20
CPC分类号： E04B5/16 , E04B5/43
摘要： 본 발명에 따른 표면착색 콘크리트 바닥 시공방법은, 콘크리트 타설 후 상기 콘크리트가 완전히 굳기 전에 쌍발기 원반 다짐기로 다짐하는 다짐단계; 상기 다짐단계를 거친 콘크리트를 습윤 양생하는 양생단계; 상기 양생단계를 거친 콘크리트의 표면을 메탈패드로 연삭하는 연삭단계; 상기 연삭단계를 거친 콘크리트의 표면을 레진패드로 연마하는 착색전 연마단계; 및 상기 착색전 연마단계를 거친 콘크리트의 표면에, 유,무기안료 또는 염료로 이루어지는 색소제 7~9wt%, 물 또는 알코올로 이루어지거나 이들이 혼합되어 이루어지는 희석제 40~50wt%, 메타크릴산에스테르 6~8wt%, 폴리디메틸실록산 0.05~0.07wt%, 플루오르폴리머 0.4~0.6wt%, 콜로이달실리카 5~7wt%, 및 변성실리케이트 20~30wt%를 포함하여 이루어지는 표면착색 조성물을 도포 침투시켜 건조시킴으로써 상기 콘크리트의 표면을 착색시키는 착색단계;를 포함하는 것을 특징으로 한다.
摘要翻译：本发明涉及一种通过抛光方式构造有色混凝土地板的方法，其中在抛光期间表面着色复合材料渗透到混凝土地板中。该方法包括以下步骤：在混凝土完全凝固之前，用压实机将混凝土和混凝土压实; 湿固化压实混凝土; 用金属垫研磨固化混凝土的表面; 用树脂垫对研磨混凝土的表面进行抛光; 并用含有7-9重量％由无机或有机颜料或染料组成的着色剂的表面着色复合物着色抛光的混凝土的表面，40-50重量％的由水，醇或其混合物组成的稀释剂，6 至8重量％的甲基丙烯酸酯，0.05至0.07重量％的聚二甲基硅氧烷，0.4至0.6重量％的含氟聚合物，5至7重量％的胶体二氧化硅和20至30重量％的改性硅酸盐。

9. 发明授权

KR101338944B1 중공슬래브용 경량체 有权
标题翻译：轻量身体用于中空鞋
公开(公告)号：KR101338944B1
公开(公告)日：2013-12-09
申请号：KR1020130038439
申请日：2013-04-09
申请人： 주식회사 반석티브이에스 , 김상모
发明人： 김상모
IPC分类号： E04B5/32
CPC分类号： E04B5/326 , E04B5/16
摘要： The present invention relates to a lightweight body for holly slab comprising: a body unit having a hollow slab formed under the upper part of the body unit; a cover for covering the hollow slab by being combined to the same; and a plurality of connection fixing units for fixating connection rods connecting a plurality of lightweight bodies for hollow slab to each other adjacent to the upper part of the cover. The connection fixing units,0 installed at the four edges of the cover, comprise: a plurality of first fixating units for fixating the connection rods; a first position maintaining unit for supporting the connection rods, installed at the center of the cover; a plurality of second fixating units for fixating the cross type connection rods by being installed at the center of the cover; and a second position maintaining unit for supporting the cross type connection rods by being installed at the center of the cover. Therefore, when the connection rods are connected to the fixating unit having a hook, it is easy to modulate a plurality of lightweight bodies since the fixating unit is supported stably by the position maintaining unit. Also, since only one lightweight body can be applied to both the first direction hollow slab and the second direction hollow slab, the convenience of use is improved and the manufacturing costs can be reduced. Even when the thickness of slab such as in an apartment house is thin, the rate of hollow wall is not reduced by cubic type lightweight bodies, and the compressive stress is improved.
摘要翻译：本发明涉及一种用于冬青木板的轻质体，其特征在于：具有形成在所述主体单元的上部之下的中空板的主体单元; 用于将空心板坯组合在一起的盖子; 以及多个连接固定单元，用于将连接多个用于中空板的轻量体的连接杆相互靠近盖的上部固定。安装在盖的四个边缘处的连接固定单元0包括：用于固定连接杆的多个第一固定单元; 第一位置维持单元，用于支撑安装在盖的中心处的连接杆; 多个第二固定单元，用于通过安装在所述盖的中心来固定所述十字型连接杆; 以及第二位置维持单元，用于通过安装在盖的中心来支撑十字型连接杆。因此，当连接杆连接到具有钩的固定单元时，由于固定单元被位置保持单元稳定地支撑，因此容易调制多个轻量体。此外，由于只有一个轻质的主体可以应用于第一方向中空板和第二方向中空板，所以使用方便性得到改善，并且可以降低制造成本。即使在公寓内的板坯的厚度较薄的情况下，立方体型轻型车身的中空壁的速度也不会降低，压缩应力提高。

10. 发明公开

KR1020130117013A 시멘트 혼합물과 이를 이용한 패널 및 이를 이용한 바닥구조 시공방법 有权
标题翻译：水泥混合物，使用它的面板和使用它来构造地板结构的方法
公开(公告)号：KR1020130117013A
公开(公告)日：2013-10-25
申请号：KR1020120039609
申请日：2012-04-17
申请人： 호서대학교 산학협력단 , 조선대학교산학협력단
发明人： 조창근 , 한병찬 , 서정환 , 김윤용 , 권영진
IPC分类号： C04B18/04 , C04B16/06 , E04C2/04 , E04B5/16
CPC分类号： Y02W30/91 , C04B18/04 , C04B16/06 , E04B5/16 , E04C2/04
摘要： PURPOSE: A cement mixture is provided to reduce steel consumption required in a concrete floor structure and to implement a three hours fire-resistive structure by using fly ash, blast furnace slag micropowder and synthetic fibers. CONSTITUTION: A cement mixture comprises 30-50 parts by volume of binding materials, 40-60 parts by volume of filler and 2.0-5.0 parts by volume of synthetic fibers based on 100 parts by volume. The binding material comprises 60-90 parts by weight of cement and 10-40 parts by weight of fly ash and blast furnace slag micropowder. The synthetic fibers are formed of at least one selected from a group consisting of polypropylene (PP) fibers, polyethylene (PE) fibers and polyethylene terephthalate (PET) fibers. A first panel and a second panel for a floor construction are formed by combining 30-40 parts by weight of bond water and 100.0 parts by weight of the cement mixture.
摘要翻译：目的：提供一种水泥混合物，以减少混凝土地板结构中所需的钢材消耗量，并通过使用粉煤灰，高炉渣微粉和合成纤维实施三小时耐火结构。构成：水泥混合物包含30-50体积份的粘合材料，40-60体积份的填料和2.0-5.0体积份的基于100体积份的合成纤维。粘合材料包括60-90重量份的水泥和10-40重量份的粉煤灰和高炉矿渣微粉。合成纤维由选自聚丙烯（PP）纤维，聚乙烯（PE）纤维和聚对苯二甲酸乙二醇酯（PET））纤维中的至少一种形成。通过将30-40重量份的粘结水和100.0重量份的水泥混合物结合，形成地板结构的第一面板和第二面板。

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