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公开(公告)号：KR101509104B1
公开(公告)日：2015-04-06
申请号：KR1020130041282
申请日：2013-04-15
Applicant: 한국건설기술연구원
Abstract: 중단열벽체와내단열벽체를혼합하여벽체를시공할경우에발생할수 있는열교(Thermal Bridge) 현상을차단하여결로(Condensation)를방지하기위한중단열벽체와내단열벽체의복합시공방법에관한것으로서중단열벽체연속화단열재를중단열벽체용단열재와내단열구조의단열재와서로연결시켜효과적으로결로를방지하게된다.
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公开(公告)号：KR101312992B1
公开(公告)日：2013-10-01
申请号：KR1020110086376
申请日：2011-08-29
Applicant: 한국건설기술연구원
Abstract: 조립 설치된 단열재와 합성연결재를 현장에 세팅된 갱폼과 유로폼 사이에 폼타이를 이용하여 배치하고 콘크리트와 모르타르를 타설하여 중단열벽체를 시공하되 합성연결재가 형성된 단열재와 내부 콘크리트벽체를 먼저 시공하고 후공정으로 모르타르층으로 단열재 표면을 마감시키는 현장 중단열벽체 시공방법에 관한 것으로서 상기 폼타이는 강재 및/또는 FRP 재질로 제작된 것을 이용하여 열교현상을 방지하면서도 휨 강도가 큰 중단열 벽체시공이 가능하게 된다.
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公开(公告)号：KR1020140123869A
公开(公告)日：2014-10-23
申请号：KR1020130041282
申请日：2013-04-15
Applicant: 한국건설기술연구원
CPC classification number: E04B1/762 , E04B1/7675 , E04B2001/7679
Abstract: The present invention relates to a composite construction method for an insulation sandwich panel wall and an internal insulation wall to prevent condensation by preventing thermal bridge generated when a wall is constructed by the composition of an insulation sandwich panel and an internal insulation wall. The present invention efficiently prevents condensation by connecting an insulation material for a continuous insulation sandwich panel to an insulation material for an internal insulation structure.
Abstract translation: 本发明涉及一种用于绝缘夹心板壁和内部绝缘壁的复合施工方法，以防止当通过绝缘夹心板和内部绝缘壁的组合物构造壁时产生的热桥来防止冷凝。 本发明通过将用于连续绝缘夹心板的绝缘材料连接到内部绝缘结构的绝缘材料来有效地防止冷凝。
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公开(公告)号：KR1020140069695A
公开(公告)日：2014-06-10
申请号：KR1020120137299
申请日：2012-11-29
Applicant: 한국건설기술연구원
IPC: E04B1/80
CPC classification number: E04B2/00 , E04B1/7608 , E04B1/80 , Y02B80/10
Abstract: Provided are an insulated sandwich wall panel system having a support member for preventing bending of a plate and a constructing method of the same. The insulated sandwich wall panel system increase settlement power of the support member of the insulated sandwich wall panel system by including a support member for preventing bending of a plate which can prevent bending of an anchor plate and increase an effective length of the anchor plate when the anchor plate is welded to an anchor bolt and is buried in or bonded to an interior concrete panel of an insulated outer wall system. The insulated sandwich wall panel system having the support member for preventing bending of a plate comprises an outer concrete panel arranged outside a building; an inner concrete panel arranged inside the building; an insulator bonded between the outer concrete panel and the inner concrete panel for insulation; and a support member for preventing bending of a plate which prevents bending of the anchor plate by being fastened with an anchor plate after the anchor plate to be welded to an anchor bolt, is buried in or bonded to the inner concrete pane. The support member for preventing bending of the plate increases an effective depth of the anchor plate in order to increase settlement power.
Abstract translation: 提供一种具有用于防止板的弯曲的支撑构件的绝缘夹心壁板系统及其构造方法。 隔热三明治墙板系统通过包括用于防止板的弯曲的支撑构件来增加绝缘夹心壁板系统的支撑构件的沉降力，该支撑构件能够防止锚板的弯曲并且当锚板的弯曲时增加锚板的有效长度 锚板被焊接到锚栓上，并被埋在绝缘外壁系统的内部混凝土板中或粘合到绝缘外壁系统的内部混凝土板上。 具有用于防止板弯曲的支撑构件的绝缘夹心壁板系统包括布置在建筑物外部的外混凝土板; 内部混凝土板布置在建筑物内部; 外部混凝土板和内部混凝土板之间的绝缘体，用于绝缘; 以及用于防止板的弯曲的支撑构件，该支撑构件被埋在或结合到内部混凝土窗格上，所述支撑构件防止在锚定板被焊接到锚定螺栓上之后通过锚定板紧固锚定板的弯曲。 用于防止板的弯曲的支撑构件增加了锚板的有效深度，以增加沉降力。
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公开(公告)号：KR101253253B1
公开(公告)日：2013-04-10
申请号：KR1020110086377
申请日：2011-08-29
Applicant: 한국건설기술연구원
Abstract: 조립 설치된 단열재와 합성연결재를 갱폼과 유로폼 사이에 배치하고 모르타르를 단열재와 갱폼사이에 타설하여 모르타르층과 단열재를 일체화시켜 선공정으로 프리캐스트 벽체(모르타르층+단열재)제작하고, 현장에서는 상기 프리캐스트 벽체(모르타르층+단열재)을 현장설치 갱폼과 유로폼 사이에 배치하고, 합성 폼타이를 이용하여 내부 콘크리트벽체를 후공정으로 시공하는 현장 중단열벽체 시공방법에 관한 것이다.
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Patent Agency Ranking
公开(公告)号：KR1020130023540A
公开(公告)日：2013-03-08
申请号：KR1020110086376
申请日：2011-08-29
Applicant: 한국건설기술연구원
CPC classification number: E04B2/847 , E04B2/8635 , E04G9/10 , E04G11/06 , E04G17/065
Abstract: PURPOSE: A concrete composite wall construction method is provided to improve construction ability by finishing a sandwich wall panel with mortar using a soft gang form. CONSTITUTION: A concrete composite wall construction method comprises the following steps: installing an euro form(210) and a gang form(220) to the external wall of a building; pre-assembling and installing an insulator(110) and a composite connecting material(120) between the euro form and gang form; forming an internal concrete(C) wall(140) by pouring concrete between the euro form and insulator in advance; and finishing the surface of the insulator with a mortar layer(130) by using a soft gang form(230).
Abstract translation: 目的：提供一种混凝土复合墙施工方法，通过使用软组合形式用砂浆整理夹层墙板，提高施工能力。 构成：混凝土复合墙施工方法包括以下步骤：将欧元（210）和帮派（220）安装在建筑物的外墙上; 在欧元形式和帮派形式之间预先组装和安装绝缘体（110）和复合连接材料（120）; 通过预先在欧元形式和绝缘体之间浇注混凝土来形成内部混凝土（C）壁（140）; 以及通过使用软组合形式（230）用砂浆层（130）来完成绝缘体的表面。
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公开(公告)号：KR101214980B1
公开(公告)日：2013-01-09
申请号：KR1020110081066
申请日：2011-08-16
Applicant: 한국건설기술연구원
Abstract: PURPOSE: A construction method for a cast-in-place concrete composite wall using an assembled insulation material and a composite shear connector is provided to improve the mechanical and bending strength of a composite wall by completely integrating concrete walls using composite shear connectors. CONSTITUTION: A construction method for a cast-in-place concrete composite wall using an assembled insulation material and a composite shear connector is as follows. An outer form(220) is installed on the outer wall of a building. Insulation materials(110) are installed to be separated from the outer form. Composite shear connectors(120) are attached to the side surfaces of the insulation materials to assemble the insulation materials to each other. An inner form(210) is installed on the inner wall of the building to be separated from the insulation materials. Concrete is placed between the outer and inner forms. [Reference numerals] (AA) Connecting
Abstract translation: 目的：提供一种使用组装的绝缘材料和复合剪切连接器的现浇混凝土复合墙的施工方法，通过使用复合剪切连接器完全整合混凝土墙，提高复合墙的机械和弯曲强度。 构成：使用组装绝缘材料和复合剪切连接器的现浇混凝土复合墙的施工方法如下。 外部形式（220）安装在建筑物的外壁上。 绝缘材料（110）被安装成与外部形式分离。 复合剪切连接器（120）附接到绝缘材料的侧表面以将绝缘材料彼此组装。 内部形式（210）安装在建筑物的内壁上以与绝缘材料分离。 混凝土位于外层和内层之间。 （标号）（AA）连接
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公开(公告)号：KR1020130131175A
公开(公告)日：2013-12-03
申请号：KR1020120055048
申请日：2012-05-23
Applicant: 한국건설기술연구원
Abstract: Disclosed is a construction method for insulated concrete sandwich panels to be placed at a construction field, which facilitates construction of insulated concrete sandwich panels by installing insulation materials between a gang form and a euro form, by depositing concrete among the insulation materials, the gang form, and the euro form. The method can prevent the insulation materials from being transformed, being transferred, and being damaged due to the lateral pressure caused by the deposition of concrete. A reinforcing plate made of a bent steel plate is embedded and a synthetic form tie is penetrated into the insulation materials with the reinforcing plate. Therefore, the transformation, transfer, and damage of the insulation materials assembled with each other, which is caused by the lateral pressure resulting from the deposition of concrete, can be prevented.
Abstract translation: 公开了一种施工方法，用于建筑施工现场的绝缘混凝土夹层板，通过在混凝土和欧式之间安装绝缘材料，通过在绝缘材料中沉积混凝土，帮助组合形式 ，和欧元形式。 该方法可以防止绝缘材料由于混凝土沉积引起的侧向压力而变形，转移和损坏。 嵌入由弯曲钢板制成的加强板，并且用加强板将合成的结合带穿透到绝缘材料中。 因此，可以防止由于混凝土沉积引起的侧向压力而导致彼此组装的绝缘材料的转变，转移和损坏。
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公开(公告)号：KR101312990B1
公开(公告)日：2013-10-01
申请号：KR1020120055047
申请日：2012-05-23
Applicant: 한국건설기술연구원
Abstract: PURPOSE: A cast-in-place sandwich wall panel using a re-bar assembly body with a horizontal bending part and a construction method thereof are provided to place and compact concrete by changing the shape of a re-bar assembly body without expanding a space for placing concrete. CONSTITUTION: A re-bar assembly body with a horizontal bending part is formed with a vertical re-bar (510) arranged with a plurality of horizontal bending parts (A) to be vertically separated from each other. A horizontal part is formed with horizontal ends (A1, A2) by extending the vertical re-bar in one horizontal direction, bending the vertical re-bar for 180 degrees, allowing the vertical re-bar to bypass the central line (C1) of the vertical re-bar, and extending the vertical re-bar in the other horizontal direction. One horizontal end of the horizontal bending part is protruding more than the other end to biasedly place a re-bar assembly body.
Abstract translation: 目的：提供一种使用具有水平弯曲部分的杆组合体及其构造方法的现浇夹心壁板，以通过改变杆组件本体的形状而不扩张空间来放置和紧凑混凝土 用于放置混凝土。 构成：具有水平弯曲部的再杆组装体形成有垂直重杆（510），其布置有多个水平弯曲部分（A）以彼此垂直分离。 水平部分通过在一个水平方向上延伸垂直折杆而形成水平端部（A1，A2），将垂直折杆弯曲180度，允许竖直重新绕过中心线（C1） 垂直重新拉杆，并在另一个水平方向上延伸垂直杆。 水平弯曲部分的一个水平端比另一端突出，以偏置地放置重新组合体。
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公开(公告)号：KR101366503B1
公开(公告)日：2014-02-26
申请号：KR1020120055048
申请日：2012-05-23
Applicant: 한국건설기술연구원
Abstract: 단열재를 현장에 세팅된 갱폼과 유로폼 사이에 설치하되, 상기 단열재와 갱폼과 유로폼 사이에 콘크리트를 타설하여 중단열 벽체를 시공할 수 있도록 한 현장타설형 중단열벽체 시공방법에 있어서, 콘크리트 타설에 의한 측압으로 인한 상기 단열재의 변형, 이동 및 손상을 방지할 수 있도록 한 현장타설형 중단열 벽체 및 그 시공방법에 관한 것으로서 단열재는 절곡된 강판으로 형성되는 보강판이 매립 설치되도록 하며 상기 보강판이 형성된 단열재를 합성 폼타이가 관통되도록 하여, 상기 콘크리트 타설에 의한 측압에 의하여 서로 조립 설치된 단열재의 변형, 이동 또는 손상되지 않도록 하게 된다.
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