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公开(公告)号：KR101337325B1
公开(公告)日：2013-12-16
申请号：KR1020120072503
申请日：2012-07-03
Applicant: 한국건설기술연구원
Abstract: The present invention relates to an insulated sandwich precast wall capable of resisting static pressure and negative pressure, and a method for constructing the same. The present invention manufactures an insulated sandwich wall comprising an outer concrete wall, an inner concrete wall, and an insulator formed between the concrete walls into a precast wall, and then installs and fixes the precast wall to a structure, thereby allowing the precast wall to resist an applied load. According to the present invention, the insulated sandwich precast wall, which is the precast wall comprising an outer concrete wall, an inner concrete wall, and an insulator formed between the concrete walls, includes: a negative pressure anchor plate formed into a plate and buried inside the inner concrete wall; a static pressure anchor plate formed into a plate and installed on the surface of the inner concrete wall; and an anchor bolt penetrating the inner concrete wall between the static pressure anchor plate and the negative pressure anchor plate so that the anchor plates are mutually connected and bound.
Abstract translation: 本发明涉及能够抵抗静压和负压的绝缘三明治预制壁及其构造方法。 本发明制造了一种隔热夹层壁，其包括外混凝土墙，内混凝土墙和形成在混凝土墙之间的绝缘体，形成预制墙，然后将预制墙安装并固定在结构上，从而使预制墙 抵抗施加的载荷。 根据本发明，作为包括外混凝土墙，内混凝土墙和形成在混凝土墙之间的绝缘体的预制壁的绝热三明治预制壁包括：形成板并埋设的负压锚板 内混凝土墙内; 形成为板并且安装在内混凝土墙的表面上的静压锚板; 以及穿过静压板和负压锚板之间的内混凝土壁的锚栓，使得锚板相互连接和捆绑。
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公开(公告)号：KR101327919B1
公开(公告)日：2013-11-13
申请号：KR1020130088318
申请日：2013-07-25
Applicant: 한국건설기술연구원
Abstract: The present invention relates to a complex wall girder and a construction method thereof. The complex wall girder enables horizontal members (a deck plate, a beam) and a complex wall to be easily connected and enables the horizontally adjacent horizontal member to be structurally continuous. The complex wall girder also allows a user to economically construct the complex wall as the resistance of a lateral force on the complex wall is increased. The complex wall girder includes a lower vertical wall in which a horizontal expansion frame is integrally inserted or is inserted into the upper part; an upper vertical wall installed on the upper part of the lower vertical wall; the horizontal member installed on the horizontal expansion frame; and concrete cured by being placed on the upper part of the horizontal member, an upper opening space, and an inner empty space of the lower vertical wall. [Reference numerals] (AA) Transverse direction;(BB) Longitudinal direction
Abstract translation: 本发明涉及一种复合壁梁及其施工方法。 复杂的墙梁能够使水平构件（甲板，梁）和复合壁容易连接，并使水平相邻的水平构件在结构上是连续的。 当复合壁上的横向力的阻力增加时，复杂的墙梁还允许使用者经济地构造复杂的壁。 复合壁梁包括下垂直壁，其中水平膨胀框架一体地插入或插入上部; 安装在下垂直壁上部的上垂直壁; 水平构件安装在水平展开架上; 并且通过放置在水平构件的上部，上部开口空间和下部垂直壁的内部空间中而使混凝土固化。 （标号）（AA）横向;（BB）纵向
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23.发明授权
公开(公告)号：KR101327916B1
公开(公告)日：2013-11-13
申请号：KR1020130088317
申请日：2013-07-25
Applicant: 한국건설기술연구원
Abstract: A lower vertical wall; a center diaphragm frame, which is a diaphragm, in which an opening space (S) is formed in order for a transverse reinforcing bar to penetrate the opening space; concrete cured by being placed on the upper part of a horizontal member and internal empty space of the lower vertical wall so that the transverse lower vertical wall and the center diaphragm frame are structurally integrated; and a complex wall girder (steel plate-concrete) for obtaining structural continuity in the transverse direction to the horizontal member by penetrating the center diaphragm frame and being extended to both sides are disclosed. [Reference numerals] (AA) Transverse direction;(BB) Longitudinal direction
Abstract translation: 一个较低的垂直墙; 中心隔膜框架，其是隔膜，其中形成开口空间（S）以使横向钢筋穿透开口空间; 混凝土通过放置在水平构件的上部和下垂直壁的内部空的空间中固化，使得横向下垂直壁和中心隔膜框架在结构上一体化; 并且公开了一种用于通过穿透中心隔膜框架并延伸到两侧而在横向方向上获得结构连续性的复合壁梁（钢板混凝土）。 （标号）（AA）横向;（BB）纵向
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Patent Agency Ranking
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公开(公告)号：KR101773511B1
公开(公告)日：2017-09-01
申请号：KR1020170007003
申请日：2017-01-16
Applicant: 한국건설기술연구원
CPC classification number: E04B5/02 , E04C5/0645
Abstract: 공학용목재와콘크리트를전단연결재로합성제작하고, 모듈러구조물의바닥판으로시공하는공학용목재와전개형전단연결재를이용하여제작된합성바닥판및 그시공방법에관한것으로서상기합성바닥판은공학용목재바닥부측면에하단이고정되어상방으로연장형성된보 형태의바닥판측면부; 상기공학용목재바닥부상면의바닥판고정구에펼쳐진상태로전개형복부가연결설치되며, 전개형복부상단에일체로형성되어철근이삽입설치되는철근고정구가형성되는전개형전단연결재; 및상기공학용목재바닥부과바닥판측면부를거푸집삼아전개형전단연결재가매립되도록콘크리트타설되어형성된콘크리트바닥부;를포함한다.
Abstract translation: 合成生产工程木材或混凝土剪切连接器，并且其中所述复合甲板涉及复合甲板，以及使用与所述模块化结构工程木地板的底板的构造的工程木和部署类型剪力连接器的结构的方法制造 下侧固定在其侧面并向上延伸的梁形状的底板侧部; 膨胀式剪力连接件，与展开式腹部的上部整体形成，以形成加强杆，所述加强杆插入并安装在所述加强紧固件中; 将混凝土倒入混凝土地面以填充膨胀式剪力连接材料而形成混凝土底部。
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公开(公告)号：KR101750176B1
公开(公告)日：2017-06-22
申请号：KR1020150160679
申请日：2015-11-16
Applicant: 한국건설기술연구원 , 신세계건설(주) , 아이앤티엔지니어링(주)
Abstract: 본발명은건물기초판의취성적인펀칭전단파괴를방지하기위해내력을증가시키고, 이에따른기초판의두께를줄일수 있어경제성과시공성이확보될수 있는분리독립형펀칭전단보강재를이용한기초판의내력증가시공방법을제공한다.본발명의적절한실시형태에따르면, 시공될기초판위치에기초하부철근과기초상부철근이배근되고기초판에기둥이입설될위치에기둥주철근이배근되는단계와; 기둥주철근의하부측단면둘레로기둥단면의형상에대응하여펀칭전단보강재가직경이큰 부분이상향으로직경이작은부분이하향되는방향자세를갖고기둥의하부측가장자리에접하여기초판상부의기초상부철근의바로밑에배치고정설치되는단계와; 기초판콘크리트가타설양생되어펀칭전단균열의차단과동시에콘크리트가 3축압축상태가되도록펀칭전단보강재의내외부로콘크리트가충진되는단계가포함되고; 상기펀칭전단보강재는일정두께의강판으로제작된일정높이를갖는원추형태로서동일축상으로일단에직경이작은충진소구멍과타단에상대적으로직경이큰 충진대구멍및 내부로충진소구멍에서충진대구멍을향해개구되어있는콘크리트충진실을형성시키는스커트부가구비되고, 펀칭전단에취약한기둥주변기초판상부의응력분포를 3축압축상태로유지하고균열이발생하더라도스커트부가차단함으로써전단내력을증가시키는것을특징으로한다.
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公开(公告)号：KR101738348B1
公开(公告)日：2017-06-08
申请号：KR1020140184306
申请日：2014-12-19
Applicant: 한국건설기술연구원
Abstract: 교차집성판의각 층의집성판사이에박형강판이적층되어인장재기능을부여함으로써, 교차집성판의내력과강성을증진시킬수 있고, 이에따라교차집성판과박형강판의하이브리드형태로기존공학용목재단면보다높은내력과연성능력을확보할수 있기때문에, 중고층의목구조건축물부재로용이하게활용할수 있으며, 또한, 박형강판의형상과배치형태를 X자형, 사각평면, 가로띠또는세로띠로다양화함으로써교차집성판과박형강판의부착강도및 내력을증대시킬수 있고, 또한, 목재의장점인미관성과내화성을확보하여마감재역할을할 수있는, 박형강판을적층한보강교차집성판이제공된다.
Abstract translation: 交叉层压板层压法官的每一层在薄钢板它是通过施加一个张力构件函数层叠，sikilsu提高强度和交叉层叠板的刚性，yiettara交叉层压板和薄钢板的混合形式是比现有的科学木材部分更高 因为它可以保证强度和延展性，它可以很容易地被用作使用地板的木框架的建筑构件和，也行，交叉层压板通过在一个薄钢板的X形状，正方形平面，横向条纹或serotti的形状多样化到配置 gwabak sikilsu类型，并增加安装强度和屈服钢板的强度，并且，通过层压板以使所述木材到精轧角色的审美性和耐火性的优点，薄钢板增强交叉层压，提供。
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