KR102473429B1 - inner and outer insulation support - Google Patents

inner and outer insulation support Download PDF

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KR102473429B1
KR102473429B1 KR1020200149998A KR20200149998A KR102473429B1 KR 102473429 B1 KR102473429 B1 KR 102473429B1 KR 1020200149998 A KR1020200149998 A KR 1020200149998A KR 20200149998 A KR20200149998 A KR 20200149998A KR 102473429 B1 KR102473429 B1 KR 102473429B1
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panel
fastening
support
insulation
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KR1020200149998A
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Korean (ko)
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KR20220063993A (en
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한재희
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한재희
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
    • E04B2/847—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising an insulating foam panel
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/10—Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
    • Y02B30/90—Passive houses; Double facade technology

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)

Abstract

본 발명은 건물의 벽체를 시공하는 과정에서 단열재를 벽체의 거푸집 대신으로 사용하는 단열재 지지 시스템에 관한 기술로서, 벽체의 내측과 외측에 각각 위치하는 단열재를 내외측 하우징에 각각 끼워 설치하고, 내외측 하우징에 서포트를 체결하여 내외측 단열재를 지지함으로써, 단열재의 설치작업이 매우 간단하고, 작업 시간이 단축되는 한편 시공비가 절감될 뿐만 아니라 건물 벽체의 단열성을 보다 높이는 내외측 단열재 지지구에 관한 기술이다.
이러한 본 발명의 주요 구성은, 건물 벽체의 거푸집을 구성하는 내측 및 외측 단열재가 각각 끼워져 설치되고, 체결홀이 각각 형성된 내외측 하우징; 및 상기 내외측 하우징의 체결홀에 끼워져 결합 설치되며, 소정 길이로 구비된 서포트;를 포함하여 구현된다.The present invention relates to a heat insulating material support system in which a heat insulating material is used instead of a formwork for a wall in the process of constructing a wall of a building. By fastening the support to the housing to support the inside and outside insulation, the installation work of the insulation is very simple, the work time is shortened, the construction cost is reduced, and the insulation of the building wall is further enhanced. .
The main configuration of the present invention is an inner and outer housing in which inner and outer insulation materials constituting the formwork of the building wall are inserted and installed, respectively, and fastening holes are formed, respectively; and a support which is inserted into the fastening holes of the inner and outer housings, is installed, and has a predetermined length.

Description

내외측 단열재 지지구 {inner and outer insulation support}Inner and outer insulation support {inner and outer insulation support}

본 발명은 건물의 벽체를 시공하는 과정에서 단열재를 벽체의 거푸집 대신으로 사용하는 단열재 지지 시스템에 관한 기술로서, 보다 상세하게 설명하면 벽체의 내측과 외측에 각각 위치하는 단열재를 내외측 하우징에 각각 끼워 설치하고, 내외측 하우징에 서포트를 체결하여 내외측 단열재를 지지함으로써, 내외측 단열재의 설치작업이 매우 간단하고, 작업 시간이 단축되는 한편 시공비가 절감될 뿐만 아니라 건물 벽체의 단열성을 보다 높이는 내외측 단열재 지지구에 관한 기술이다.The present invention relates to a technology for supporting an insulator in which an insulator is used instead of a formwork for a wall in the process of constructing a wall of a building. By installing and fastening supports to the inner and outer housings to support the inner and outer insulation materials, the installation work of the inner and outer insulation materials is very simple, the work time is shortened, the construction cost is reduced, and the insulation properties of the building wall are further improved. It is a technology related to insulation support.

일반적으로, 건물의 벽체를 시공하는 방법은, 유로폼(Euro Form)ㆍ갱폼ㆍ콘패널ㆍ합판 등을 사용하여 내측과 외측에 각각 거푸집을 설치하고, 배근 작업을 실시한 다음, 거푸집 사이에 콘크리트를 타설하며, 이후 콘크리트가 양생되면 거푸집을 해체하고, 벽체에 단열재를 붙이는 과정으로 진행된다.In general, the method of constructing the walls of a building is to install formwork on the inside and outside using Euro Form, gang form, cone panel, plywood, etc., perform reinforcement work, and then pour concrete between the forms. After that, when the concrete is cured, the formwork is dismantled and the insulation is attached to the wall.

한편 유로폼을 사용하여 거푸집을 설치하는 과정에서 유로폼의 내측에 단열재를 함께 설치하고 있으나, 이는 단열재 사이에 빈틈이 많이 발생하고, 유로폼을 해체한 다음, 플랫타이(flat tie)를 제거하는 과정에서 단열재에 손상이 발생하여 단열 성능을 저하시키고 있다.On the other hand, in the process of installing the formwork using Euroform, the insulation material is installed inside the Euroform, but this causes many gaps between the insulation materials, and in the process of disassembling the Euroform and removing the flat tie, the insulation material damage occurs, which reduces the insulation performance.

이러한 건물 벽체의 시공방법은, 거푸집의 설치와 해체작업에 많은 인력과 시간이 소요되고, 거푸집을 해체할시 미세 먼지가 비산하여 작업환경을 악화시키며, 이에 따라 건물의 시공 기간이 길어지는 한편 공사 비용을 상승시키는 원인이 되고 있다.This method of constructing a building wall requires a lot of manpower and time for the installation and disassembly of the formwork, and when the formwork is dismantled, fine dust scatters and deteriorates the working environment, thereby prolonging the construction period of the building. It is causing the cost to rise.

최근 거푸집의 재사용에 한계를 해소하고, 거푸집의 해체시 작업환경을 저해시키지 않으며, 또한 거푸집의 설치와 해체작업에 많은 인력과 시간이 소요되는 문제점들을 개선하기 위한 방안이 제시되고 있다.Recently, a plan has been proposed to solve the limitations on the reuse of the formwork, not to impair the working environment when dismantling the formwork, and to improve the problems that a lot of manpower and time are required for the installation and dismantling of the formwork.

따라서, 건물 벽체의 시공과정에서 단열재를 거푸집 대신으로 사용하는 선행기술로서, 대한민국 등록특허 제10-2152497호(단열재를 거푸집 대신 사용하는 콘크리트 구조물 제작틀 및 이를 이용한 콘크리트 구조물 제작틀 설치방법)가 제시된 바 있다.Therefore, as a prior art for using a heat insulating material instead of a formwork in the construction process of a building wall, Korean Patent Registration No. 10-2152497 (Concrete structure production frame using insulation material instead of formwork and method of installing a concrete structure production frame using the same) is proposed. there is a bar

이러한 선행기술은 단열패널이 콘크리트 구조물과 일체를 이루도록 함으로써, 우수한 단열 효과로 인해 에너지 절감에 기여할 수 있고, 거푸집 등의 폐자재 사용을 억제함에 따라 친환경 건축, 자원 절감 및 폐기물 발생 감축에 크기 기여할 수 있으며, 인건비 절감 등을 통한 경제적 시공이 이루어지도록 할 수 있고, 단열패널의 시공 신뢰성 향상에 의해 하자율을 감소시키는 효과를 제공한다.This prior art can contribute to energy saving due to excellent insulation effect by making the insulation panel integral with the concrete structure, and can greatly contribute to eco-friendly construction, resource saving and waste reduction by suppressing the use of waste materials such as formwork. In addition, it is possible to achieve economical construction through labor cost reduction, etc., and provides an effect of reducing the defect rate by improving the construction reliability of the insulation panel.

또한 종래 건물 벽체의 시공과정에서 단열재폼 패널을 거푸집 대신으로 설치하는 선행기술로서, 대한민국 등록특허 제10-1679316호(단열재폼 패널을 이용한 거푸집)가 제시된 바 있다.In addition, as a prior art of installing a foam insulation panel instead of a formwork in the construction process of a conventional building wall, Korean Patent Registration No. 10-1679316 (formwork using foam insulation panel) has been proposed.

이러한 선행기술은 건물 벽체를 시공하는 과정에서 단열재폼 패널이 콘크리트층에 일체화됨으로써, 단열재를 콘크리트층에 부착하는 등 별도의 단열재 설치작업 과정을 생략할 수 있고, 단열재폼 패널과 패널 사이에 빈틈이 발생되지 않아 단열효과를 극대화할 수 있으며, 또한 단열재폼 패널을 일반 유로폼 패널보다 수배 크기로 사용할 경우, 거푸집 설치과정의 능률을 향상시키고, 연결 부분을 최소화하여 빈틈의 원인을 없앨 수 있는 효과를 제공한다.In this prior art, since the insulation foam panel is integrated with the concrete layer in the process of constructing the building wall, it is possible to omit a separate insulation installation process such as attaching the insulation to the concrete layer, and there is no gap between the insulation foam panel and the panel. It does not occur, so the insulation effect can be maximized, and when the insulation foam panel is used in several times the size of the general euro-form panel, the efficiency of the formwork installation process is improved, and the connection part is minimized to provide the effect of eliminating the cause of the gap. do.

그러나, 선행기술에서 제시된 건물 벽체의 시공방법은, 단열재를 거푸집 대신으로 사용하는 장점이 있으나, 다수개의 고정구와 연결바를 이용하여 내측과 외측에 위치하는 단열패널을 지탱하므로, 단열패널의 지지력이 다소 취약함에 따라 양측 단열패널 사이에 콘크리트를 타설할 경우, 단열패널이 변형 또는 파손되는 문제점이 있다.However, the building wall construction method presented in the prior art has the advantage of using an insulating material instead of a formwork, but supports the insulating panels located on the inside and outside using a plurality of fixtures and connecting bars, so the bearing capacity of the insulating panels is somewhat reduced. When concrete is poured between the insulation panels on both sides according to the vulnerability, there is a problem in that the insulation panels are deformed or damaged.

또한 선행기술에서 제시된 건물 벽체의 시공방법은, 내측과 외측의 단열재폼에 다수개의 구멍을 천공하고, 여기에 다수의 타이를 끼워 내측과 외측의 단열재폼을 지지하는 구조로서, 설치작업이 매우 번거롭고, 많은 시간이 소요되는 한편 단열재폼에 다수개의 구멍이 천공됨에 따라 단열 성능이 저하되는 문제점이 있다.In addition, the building wall construction method presented in the prior art has a structure in which a plurality of holes are drilled in the inner and outer insulation foam, and a plurality of ties are inserted thereto to support the inner and outer insulation foam, and the installation work is very cumbersome. , while it takes a lot of time, there is a problem in that the insulation performance deteriorates as a plurality of holes are drilled in the insulation foam.

대한민국 등록특허 제10-1523987호.Republic of Korea Patent Registration No. 10-1523987. 대한민국 등록특허 제10-1679316호.Republic of Korea Patent Registration No. 10-1679316. 대한민국 등록특허 제10-2152497호.Republic of Korea Patent Registration No. 10-2152497. 대한민국 공개특허 제10-2011-0031583호.Republic of Korea Patent Publication No. 10-2011-0031583. 대한민국 공개특허 제10-2009-0106914호Republic of Korea Patent Publication No. 10-2009-0106914

본 발명은 종래 선행기술에서 제시된 "건물 벽체의 시공방법"에 따른 문제점들을 개선하고자 안출된 기술로서, 건물 벽체의 시공과정에서 내측과 외측에 각각 위치하는 단열재가 내외측 하우징에 각각 끼워져 설치되고, 서포트가 내외측에 위치하는 하우징에 체결되어 내외측 단열재가 소정 거리로 지지되는 내외측 단열재 지지구를 제공하는 것을 목적으로 한다.The present invention is a technology devised to improve problems caused by the "construction method of a building wall" presented in the prior art, and insulators positioned on the inside and outside are inserted into the inner and outer housings in the construction process of the building wall, respectively, and installed, An object of the present invention is to provide an inner/outer insulation support in which a support is fastened to a housing positioned on an inner/outer side so that the inner/outer insulation is supported at a predetermined distance.

또한 본 발명의 실시예는 내측과 외측에 각각 위치하는 단열재가 내외측 하우징에 각각 끼워져 설치되므로, 설치작업이 매우 간단하고, 작업 시간이 단축되는 한편 내외측 하우징에 서포트가 체결됨에 따라 내외측 단열재의 지지력이 보강되며, 건물 벽체의 단열성을 보다 높이는 내외측 단열재 지지구를 제공하는 것을 목적으로 한다.In addition, in the embodiment of the present invention, since the insulators located on the inside and outside are inserted into the inner and outer housings and installed, the installation work is very simple, the work time is reduced, and the inner and outer insulators are fastened to the inner and outer housings while the support is fastened. It is an object of the present invention to provide an inner and outer insulation support that reinforces the bearing capacity of the building and further enhances the insulation of the building wall.

본 발명은 상기와 같은 소기의 목적을 실현하고자,The present invention, in order to realize the desired object as described above,

건물 벽체의 거푸집을 구성하는 내측 및 외측 단열재가 각각 끼워져 설치되고, 체결홀이 각각 형성된 내외측 하우징; 및 상기 내외측 하우징의 체결홀에 끼워져 결합 설치되며, 소정 길이로 구비된 서포트;를 포함하여 구현된다.An inner and outer housing in which inner and outer insulation materials constituting the formwork of a building wall are inserted and installed, and fastening holes are respectively formed; and a support which is inserted into the fastening holes of the inner and outer housings, is installed, and has a predetermined length.

또한 본 발명의 실시예로서, 하우징은 사각 형상을 갖는 외측패널과 중간패널 및 내측패널이 일방향으로 형성되어 차례로 배치되고, 상기 차례로 배치된 외측패널과 중간패널 및 내측패널의 중간 부분에 교차하는 방향으로 격패널이 일체로 형성된다.In addition, as an embodiment of the present invention, in the housing, an outer panel, a middle panel, and an inner panel having a rectangular shape are formed in one direction and are sequentially disposed, and a direction crossing the middle portion of the outer panel, the middle panel, and the inner panel arranged in this order. Thus, the diaphragm panel is integrally formed.

또한 본 발명의 실시예로서, 하우징은 내측패널의 중앙부에 체결홀이 관통 형성되고, 상기 체결홀의 내측 방향으로 중간패널과 격패널이 절개되어 공간부가 형성된다.In addition, as an embodiment of the present invention, in the housing, a fastening hole is formed through the central portion of the inner panel, and a space portion is formed by cutting the middle panel and the partition panel toward the inside of the fastening hole.

또한 본 발명의 실시예로서, 외측패널과 중간패널은 단열재가 끼워져 설치될 수 있도록 이격된 거리를 구비하며, 상기 격패널을 기준하여 양측부에 단열재가 각각 끼워져 설치된다.In addition, as an embodiment of the present invention, the outer panel and the middle panel have a spaced distance so that the heat insulating material can be inserted and installed, and the heat insulating material is inserted and installed on both sides based on the partition panel.

또한 본 발명의 실시예로서, 서포트는 양측부에 체결캡이 각각 구성되고, 상기 양측부의 체결캡 사이에 소정 길이로 블레이드가 형성된다.In addition, as an embodiment of the present invention, the support is configured with fastening caps on both sides, and blades are formed with a predetermined length between the fastening caps on both sides.

또한 본 발명의 실시예로서, 체결캡은 외측부가 개방된 원통 형상으로 구성되고, 외측 방향의 외주면 둘레에 체결홈이 형성되는 한편 외측 가장자리 둘레에 경사면이 형성되며, 외측 가장자리에서 내측 방향으로 다수개의 절개부가 형성된다.In addition, as an embodiment of the present invention, the fastening cap is composed of a cylindrical shape with an open outer portion, a fastening groove is formed around the outer circumferential surface in the outer direction, while an inclined surface is formed around the outer edge, and a plurality of An incision is made.

또한 본 발명의 실시예로서, 블레이드는 양측부 체결캡 사이에 일체로 연결되어 형성되며, 수직과 수평의 "＋" 형상으로 형성된다.In addition, as an embodiment of the present invention, the blade is formed integrally connected between both side fastening caps, and is formed in a vertical and horizontal "+" shape.

또한 본 발명의 실시예로서, 블레이드는 수직상으로 위치한 상하 블레이드와, 수평상으로 위치한 양측부 블레이드에 각각 철근이 놓여 고정되는 배근홀이 형성된다.In addition, as an embodiment of the present invention, the blades are formed with reinforcement holes in which reinforcing bars are placed and fixed to the upper and lower blades located vertically and the blades on both sides located horizontally.

본 발명의 실시예는 건물 벽체의 시공과정에서 벽체의 내측과 외측에 각각 위치하는 단열재가 내외측 하우징에 각각 끼워져 설치되고, 내외측 하우징 사이에 서포트가 체결되어 내외측 단열재가 건물 벽체의 두께 만큼 이격되어 지지됨으로써, 단열재의 설치작업이 매우 간단하고, 작업 시간이 단축되는 한편 내외측 하우징에 의해 단열재의 지지력이 더욱 보강되는 효과가 있다.In an embodiment of the present invention, in the construction process of a building wall, insulators positioned on the inside and outside of the wall are installed by being inserted into the inner and outer housings, and a support is fastened between the inner and outer housings so that the inner and outer insulation materials are as thick as the building wall. By being supported at a distance, the installation work of the insulator is very simple, and the working time is shortened, while the bearing capacity of the insulator is further reinforced by the inner and outer housings.

또한 본 발명의 실시예는 내외측 하우징 사이에 서포트가 간단하게 결합됨으로써, 작업성이 매우 우수하고 시공비가 절감될 뿐만 아니라 서포트에 수직 및 수평상으로 다수개의 배근홀이 구성됨에 따라 철근의 배근작업이 용이하며, 또한 단열재의 지지력이 보강되고 파손이 방지되므로, 건물 벽체의 단열성을 보다 높이는 효과가 있다.In addition, in the embodiment of the present invention, since the support is simply coupled between the inner and outer housings, the workability is very excellent and the construction cost is reduced, as well as a plurality of reinforcement holes are configured vertically and horizontally in the support, so that reinforcement work is performed. This is easy, and since the bearing capacity of the heat insulating material is reinforced and damage is prevented, there is an effect of further enhancing the heat insulating property of the building wall.

도 1은 본 발명의 실시예를 나타낸 분해 사시도.
도 2는 본 발명의 실시예를 나타낸 조립상태 사시도.
도 3은 본 발명의 실시예에서 설치상태를 나타낸 사시도.
도 4는 본 발명의 실시예에서 서포트를 나타낸 사시도.
도 5는 본 발명의 실시예에서 서포트를 나타낸 요부 단면도.
도 6은 본 발명의 실시예에서 설치상태를 나타낸 측면도.
도 7은 본 발명의 실시예에서 설치상태를 나타낸 평면도.
도 8은 본 발명의 실시예에서 설치상태를 나타낸 요부 평단면도.
도 9는 본 발명에서 내외측 단열재의 설치상태를 나타낸 요부 평면도.
도 10은 본 발명에서 서포트의 다른 실시예를 나타낸 사시도.
도 11은 본 발명에서 내외측 단열재의 설치상태를 나타낸 요부 평면도.1 is an exploded perspective view showing an embodiment of the present invention.
Figure 2 is a perspective view of an assembled state showing an embodiment of the present invention.
Figure 3 is a perspective view showing an installation state in an embodiment of the present invention.
Figure 4 is a perspective view showing a support in an embodiment of the present invention.
5 is a cross-sectional view of a main part showing a support in an embodiment of the present invention.
Figure 6 is a side view showing an installation state in an embodiment of the present invention.
7 is a plan view showing an installation state in an embodiment of the present invention.
Figure 8 is a plane cross-sectional view showing an installation state in an embodiment of the present invention.
Figure 9 is a plan view showing the installation state of the inner and outer heat insulating material in the present invention.
Figure 10 is a perspective view showing another embodiment of the support in the present invention.
Figure 11 is a plan view showing the installation state of the inner and outer heat insulating material in the present invention.

본 발명의 실시예에 따른 주요 구성은, 건물 벽체의 거푸집을 구성하는 내측 및 외측 단열재(100)(200)가 각각 끼워져 설치되고, 체결홀(15)이 형성된 내외측 하우징(10); 및 상기 내외측 하우징(10)의 체결홀(15)에 끼워져 결합 설치되며, 소정 길이로 구비된 서포트(20);를 포함하여 이루어진다.The main configuration according to the embodiment of the present invention is an inner and outer housing 10 in which the inner and outer insulation materials 100 and 200 constituting the formwork of the building wall are inserted and installed, and the fastening hole 15 is formed; and a support 20 fitted to and coupled to the fastening hole 15 of the inner and outer housings 10 and having a predetermined length.

상기 실시예의 주요 구성에서 내외측 하우징(10)은 내측과 외측에 각각 위치하는 단열재(100)(200)를 지탱하는 기능으로서, 상기 하우징(10)은 도면에서 도 1 내지 도 3과 같이, 사각 형상을 갖는 외측패널(11)과 중간패널(13) 및 내측패널(12)이 일방향으로 형성되어 차례로 배치되고, 상기 차례로 배치된 외측패널(11)과 중간패널(13) 및 내측패널(12)의 중간 부분에 교차하는 방향으로 격패널(14)이 일체로 형성된다.In the main configuration of the embodiment, the inner and outer housings 10 have a function of supporting the insulators 100 and 200 located on the inner and outer sides, respectively, and the housing 10 has a square shape, as shown in FIGS. 1 to 3 in the drawings. The outer panel 11, the middle panel 13, and the inner panel 12 having a shape are formed in one direction and arranged in order, and the outer panel 11, the middle panel 13, and the inner panel 12 are arranged in this order. The partition panel 14 is integrally formed in a direction crossing the middle portion of the.

상기에서 외측패널(11)은 단열재(100)(200)를 고정하기 위하여 양측부에 체결공(11a)이 관통 형성되고, 상기 체결공(11a)에 나사못(11b)을 체결하여 단열재(100)(200)를 고정하게 된다.In the outer panel 11, in order to fix the insulators 100 and 200, fastening holes 11a are formed through both sides, and screws 11b are fastened to the fastening holes 11a to insulate the insulator 100. (200) is fixed.

상기에서 내측패널(12) 및 중간패널(13)은 그 높이가 외측패널(11)과 동일하나, 좌우 넓이는 외측패널(11) 보다 작게 형성되며, 또한 외측패널(11)과 중간패널(13)의 이격 거리는 내측패널(12)과 중간패널(13)의 이격 거리보다 넓게 구비된다.In the above, the inner panel 12 and the middle panel 13 have the same height as the outer panel 11, but the left and right widths are smaller than the outer panel 11, and the outer panel 11 and the middle panel 13 The separation distance of ) is provided wider than the separation distance between the inner panel 12 and the middle panel 13.

한편 상기에서 하우징(10)은 내측패널(12)의 중앙부에 체결홀(15)이 관통 형성되고, 상기 체결홀(15)의 내측 방향으로 중간패널(13)과 격패널(14)이 절개되어 공간부(16)가 형성되며, 상기 공간부(16)는 체결홀(15) 보다 크게 구성된다.Meanwhile, in the housing 10, a fastening hole 15 is formed through the central portion of the inner panel 12, and the middle panel 13 and the partition panel 14 are cut in the inner direction of the fastening hole 15. A space portion 16 is formed, and the space portion 16 is configured to be larger than the fastening hole 15 .

상기에서 공간부(16)는 후술하는 서포트(20)의 체결캡(21)이 체결홀(15)에 끼워져 결합될 때, 중간패널(13)과 격패널(14)이 체결캡(21)에 간섭되지 않도록 공간을 구비한다.In the space portion 16, when the fastening cap 21 of the support 20 to be described later is inserted into the fastening hole 15 and coupled, the middle panel 13 and the partition panel 14 are attached to the fastening cap 21. Provide space so as not to interfere.

상기에서 격패널(14)은 외측패널(11)과 중간패널(13) 및 내측패널(12)의 중간 부분에 교차하는 방향으로 형성됨에 따라 외측패널(11)과 중간패널(13) 및 내측패널(12)의 이격된 공간을 양측으로 분할하게 된다.In the above, the partition panel 14 is formed in a direction crossing the middle portion of the outer panel 11, the middle panel 13, and the inner panel 12, so that the outer panel 11, the middle panel 13, and the inner panel The spaced apart space of (12) is divided into two sides.

구체적으로, 외측패널(11)과 중간패널(13)은 도면에서 도 3과 같이, 그 사이에 단열재(100)(200)가 끼워져 설치될 수 있도록 이격된 거리(80~120mm)를 구비하며, 상기 격패널(14)을 통해 외측패널(11)과 중간패널(13)의 이격된 공간이 양측으로 분할됨에 따라 도면에서 도 8과 같이, 격패널(14)을 기준하여 양측부에 단열재(100)(200)가 각각 끼워져 설치된다.Specifically, as shown in FIG. 3 in the drawing, the outer panel 11 and the middle panel 13 have a spaced distance (80 to 120 mm) so that the heat insulating material 100, 200 can be inserted and installed therebetween, As the space between the outer panel 11 and the middle panel 13 is divided into both sides through the partition panel 14, as shown in FIG. 8 in the drawing, the insulation material 100 ) 200 are inserted and installed, respectively.

따라서, 상기 하우징(10)은 외측패널(11)ㆍ중간패널(13)ㆍ내측패널(12)ㆍ격패널(14)로 구성되고, 상기 격패널(14)을 경계로 외측패널(11)과 중간패널(13)의 양측부 사이에 단열재(100)(200)가 각각 끼워져 설치되며, 상기 내측패널(12)의 중앙부에 체결홀(15)이 구비된다.Therefore, the housing 10 is composed of an outer panel 11, an intermediate panel 13, an inner panel 12, and a partition panel 14, and the outer panel 11 and the outer panel 14 are separated by the partition panel 14. Insulators 100 and 200 are inserted and installed between both sides of the middle panel 13, respectively, and a fastening hole 15 is provided at the center of the inner panel 12.

한편 상기 하우징(10)은 스틸(steel) 또는 합성수지(플라스틱)로 제작될 수 있으나, 제작 비용과 하중 및 작업성 등을 고려할 때, 합성수지로 성형됨이 보다 바람직하다.Meanwhile, the housing 10 may be made of steel or synthetic resin (plastic), but it is more preferable to be molded of synthetic resin in consideration of manufacturing cost, load, workability, and the like.

또한 상기 실시예의 주요 구성에서 서포트(20)는 내외측 하우징(10)을 소정 거리로 이격시켜 고정하는 기능으로서, 상기 서포트(20)는 도면에서 도 1 내지 도 5와 같이, 양측부에 체결캡(21)이 각각 구성되고, 상기 양측부의 체결캡(21) 사이에 소정 길이로 블레이드(25)가 형성되며, 합성수지(플라스틱)로 성형됨이 바람직하다.In addition, in the main configuration of the embodiment, the support 20 has a function of fixing the inner and outer housings 10 at a predetermined distance, and the support 20 has fastening caps on both sides, as shown in FIGS. 1 to 5 in the drawings. (21) are each configured, and a blade 25 is formed to a predetermined length between the fastening caps 21 of the both sides, and is preferably molded of synthetic resin (plastic).

상기에서 체결캡(21)은 외측부가 개방된 원통 형상으로 구성되고, 외측 방향의 외주면 둘레에 체결홈(22)이 형성되는 한편 외측 가장자리 둘레에 경사면(23)이 형성되며, 또한 외측 가장자리에서 내측 방향으로 다수개의 절개부(24)가 구성된다.In the above, the fastening cap 21 is composed of a cylindrical shape with an open outer side, and a fastening groove 22 is formed around the outer circumferential surface in the outward direction, while an inclined surface 23 is formed around the outer edge, and also an inner side from the outer edge. A plurality of incisions 24 are formed in the direction.

구체적으로, 체결캡(21)은 하우징(10)에서 내측패널(12)의 체결홀(15)에 끼워져 결합되는 구조로서, 상기 체결홀(15)의 내경보다 직경이 크게 구성되고, 상기 체결캡(21)에서 체결홈(22)은 체결홀(15)의 내경보다 작은 직경으로 형성되는 한편 내측패널(12)의 두께보다 폭이 넓게 형성된다.Specifically, the fastening cap 21 has a structure that is inserted into the fastening hole 15 of the inner panel 12 in the housing 10 and is coupled, and has a larger diameter than the inner diameter of the fastening hole 15, and the fastening cap In (21), the fastening groove 22 is formed to have a smaller diameter than the inner diameter of the fastening hole 15 while being wider than the thickness of the inner panel 12.

즉, 체결캡(21)에서 체결홈(22)은 내측패널(12)의 체결홀(15)에 맞물려 결합되는 기능으로서, 상기 체결홀(15)의 내경보다 직경이 작고, 내측패널(12)의 두께보다 폭이 넓게 구비된다.That is, in the fastening cap 21, the fastening groove 22 has a function of being engaged and coupled to the fastening hole 15 of the inner panel 12, and has a smaller diameter than the inner diameter of the fastening hole 15, and the inner panel 12 It is provided with a width wider than the thickness of.

한편 체결캡(21)에서 외측 가장자리 둘레에 형성된 경사면(23)은 외측 방향으로 경사져 형성되고, 단부의 직경이 체결홀(15)의 내경보다 작게 형성되어 체결홀(15)에 쉽게 끼워질 수 있도록 구성된다.On the other hand, the inclined surface 23 formed around the outer edge of the fastening cap 21 is inclined outward, and the diameter of the end is smaller than the inner diameter of the fastening hole 15 so that it can be easily inserted into the fastening hole 15. It consists of

또한 체결캡(21)에서 절개부(24)는 다수개(3~4)로 구비되며, 원주상에 일정한 간격으로 형성되고, 경사면(23)의 단부에서 체결홈(22)에 이르도록 내측 방향으로 형성된다.In addition, in the fastening cap 21, the cutouts 24 are provided in multiples (3 to 4), formed at regular intervals on the circumference, and directed inward to reach the fastening groove 22 at the end of the inclined surface 23. is formed by

따라서, 서포트(20)를 구성하는 체결캡(21)은 작업자가 내측패널(12)의 체결홀(15)에 경사면(23)의 단부를 끼운 다음, 체결캡(21)을 체결홀(15) 쪽으로 밀면, 가압력으로 인해 다수개의 절개부(24)가 좁아지면서 경사면(23)이 체결홀(15) 안으로 미끄러져 진입함에 따라 체결홀(15)에 체결홈(22)이 맞물려 결합된다.Therefore, in the fastening cap 21 constituting the support 20, the operator inserts the end of the inclined surface 23 into the fastening hole 15 of the inner panel 12, and then inserts the fastening cap 21 into the fastening hole 15. When pushed toward, the plurality of incisions 24 are narrowed due to the pressing force and the inclined surface 23 slides into the fastening hole 15, so that the fastening groove 22 is engaged and coupled to the fastening hole 15.

또한 상기에서 블레이드(25)는 양측부 체결캡(21) 사이에 일체로 연결되어 형성되며, 내측과 외측에 배치되는 하우징(10)이 건물 벽체의 두께 만큼 이격되게 소정 길이로 형성되고, 수직과 수평의 "＋" 형상으로 구성된다.In addition, in the above, the blade 25 is formed by being integrally connected between the fastening caps 21 on both sides, and the housing 10 disposed inside and outside is formed to a predetermined length so as to be spaced apart by the thickness of the building wall, vertically and It consists of a horizontal "+" shape.

한편 블레이드(25)는 도면에서 도 6 및 도 7과 같이, 수직상으로 위치한 상하 블레이드(25)와, 수평상으로 위치한 양측부 블레이드(25)에 각각 철근(S1)(S2)이 놓여 고정되는 배근홀(26)(26a)이 형성된다.On the other hand, as shown in FIGS. 6 and 7 in the drawing, the blade 25 is fixed by placing the reinforcing bars S1 and S2 on the upper and lower blades 25 located vertically and the blades 25 on both sides located horizontally, respectively. Arrangement holes 26 and 26a are formed.

즉, 수직상으로 위치한 상하 블레이드(25)는 철근(S2)이 수평상으로 놓이게 배근홀(26)이 형성되고, 또한 수평상으로 위치한 양측부 블레이드(25)는 철근(S1)이 수직상으로 놓이게 배근홀(26a)이 형성된다.That is, the vertically positioned upper and lower blades 25 have reinforcement holes 26 so that the reinforcing bars S2 are placed horizontally, and the horizontally positioned blades 25 on both sides have the reinforcing bars S1 vertically. A reinforcement hole 26a is formed so as to be placed.

또한 상기에서 블레이드(25)에 형성된 배근홀(26)(26a)은 수직 또는 수평상으로 놓여 설치되는 철근(S1)(S2)이 서로 간섭되지 않도록 그 위치가 서로 어긋나게 배치됨으로써, 배근작업이 보다 용이하게 구성된다.In addition, the reinforcement holes 26 and 26a formed in the blade 25 above are arranged so that the reinforcing bars S1 and S2 installed vertically or horizontally do not interfere with each other, so that the reinforcement work is more efficient. easily configured.

따라서, 서포트(20)는 양측부에 체결캡(21)이 구성되어 내측과 외측에 위치하는 하우징(10)의 체결홀(15)에 끼워져 결합되고, 또한 블레이드(25)가 내외측 하우징(10)을 건물 벽체의 두께 만큼 이격시켜 지지하는 한편 블레이드(25)에 철근(S1)(S2)이 놓여 고정되는 배근홀(26)(26a)이 형성되므로, 배근작업이 보다 용이하게 이루어진다.Therefore, the support 20 is provided with fastening caps 21 on both sides of the support 20, and is inserted into the fastening holes 15 of the housing 10 located on the inside and outside, and the blades 25 are attached to the inside and outside of the housing 10. ) is spaced apart by the thickness of the building wall, while reinforcement holes 26 and 26a are formed in which the reinforcing bars S1 and S2 are placed and fixed to the blade 25, so the reinforcement work is more easily performed.

이러한 구성으로 이루어진 본 발명의 실시예는 도면에서 도 8 및 도 9와 같이, 건물 벽체의 시공과정에서 다수개의 하우징(10)이 단열재의 넓이 만큼 이격되어 서로 마주하도록 벽체의 내측과 외측에 각각 배치되고, 상기 내측 하우징(10)의 외측패널(11)과 중간패널(13) 사이에 내측 단열재(200)가 끼워져 설치되는 한편 외측 하우징(10)의 외측패널(11)과 중간패널(13) 사이에 외측 단열재(100)가 끼워져 설치된다.As shown in FIGS. 8 and 9 in the drawings, in the embodiment of the present invention having this configuration, a plurality of housings 10 are spaced apart by the width of the insulation material and disposed on the inside and outside of the wall to face each other during the construction process of the building wall. And, the inner heat insulating material 200 is inserted and installed between the outer panel 11 and the middle panel 13 of the inner housing 10, while between the outer panel 11 and the middle panel 13 of the outer housing 10 The outer heat insulator 100 is inserted and installed.

다음은, 내외측 하우징(10)에서 외측패널(11)의 체결공(11a)에 나사못(11b)을 체결하여 내외측 단열재(100)(200)를 하우징(10)에 각각 고정한 다음, 내외측 하우징(10)의 체결홀(15)에 서포트(20)의 양측부 체결캡(21)을 각각 끼워 결합함으로써, 내외측 하우징(10)과 내외측 단열재(100)(200)가 건물 벽체의 두께 만큼 이격되어 지지된다.Next, the inner and outer insulation materials 100 and 200 are respectively fixed to the housing 10 by fastening screws 11b to the fastening holes 11a of the outer panel 11 in the inner and outer housings 10, and then By inserting the fastening caps 21 on both sides of the support 20 into the fastening holes 15 of the housing 10, respectively, the inner and outer housings 10 and the inner and outer heat insulators 100 and 200 form the thickness of the building wall. are supported and spaced apart.

다음으로, 서포트(20)의 블레이드(25)에 구비된 다수개의 배근홀(26)(26a)에 철근(S1)(S2)을 수직 또는 수평상으로 배치하여 배근작업을 실시하고, 내외측 단열재(100)(200) 사이에 콘크리트를 타설함으로써, 건물 벽체가 시공된다.Next, reinforcement (S1) (S2) is placed vertically or horizontally in the plurality of reinforcement holes (26) (26a) provided in the blade (25) of the support (20) to perform reinforcement work, and the inner and outer insulation materials By pouring concrete between (100) and (200), a building wall is constructed.

한편 본 발명의 실시예는 도면에서 도 10 및 도 11과 같이, 철근(S1)(S2)의 배근작업이나 또는 콘크리트를 타설할시 서포트(20)가 임의로 회전하지 않도록 방지하기 위한 방안으로서, 양측 체결캡(21)의 상부에 돌기(27)를 돌출시켜 형성하고, 서로 이웃하는 양측 서포트(20)의 돌기(27)에 결속체(27a)를 감아서 서포트(20)의 회전을 방지하게 된다.On the other hand, as shown in FIGS. 10 and 11 in the drawings, the embodiment of the present invention is a method for preventing the support 20 from randomly rotating during the reinforcement work of the reinforcement (S1) (S2) or the casting of concrete, on both sides Protrusions 27 are formed by protruding from the top of the fastening cap 21, and the rotation of the support 20 is prevented by winding the binding body 27a around the protrusions 27 of the supports 20 on both sides adjacent to each other. .

즉, 서포트(20)의 양측 체결캡(21)이 유동이나 또는 외력에 의해 내외측 하우징(10)의 체결홀(15)에서 임의로 회전할 수 있으며, 이는 배근작업이 불편할 뿐만 아니라 배근작업이 완료된 철근(S1)(S2)이 콘크리트를 타설할시 유동이나 또는 위치가 변동될 수 있으므로, 서로 이웃하는 양측 서포트(20)의 돌기(27)에 철사 등의 결속체(27a)를 감아서 서포트(20)의 회전을 방지한다.That is, the fastening caps 21 on both sides of the support 20 can be arbitrarily rotated in the fastening holes 15 of the inner and outer housings 10 by flow or external force, which not only makes the placement work inconvenient but also completes the placement work. Since the flow or position of the reinforcing bars (S1) (S2) may change when concrete is poured, the support 20 ) to prevent rotation.

따라서, 본 발명의 실시예는 건물 벽체의 시공과정에서 벽체의 내측과 외측에 각각 위치하는 단열재가 내외측 하우징에 각각 끼워져 설치되고, 내외측 하우징 사이에 서포트가 체결되어 내외측 단열재가 건물 벽체의 두께 만큼 이격되어 지지됨으로써, 단열재의 설치작업이 매우 간단하고, 작업 시간이 단축되는 한편 내외측 하우징에 의해 단열재의 지지력이 더욱 보강된다.Therefore, in the embodiment of the present invention, in the process of constructing a building wall, insulators positioned on the inside and outside of the wall are installed by being inserted into the inner and outer housings, and a support is fastened between the inner and outer housings so that the inner and outer insulation materials are installed on the building wall. By being supported apart by the thickness, the installation work of the insulator is very simple, and the working time is shortened, while the bearing capacity of the insulator is further reinforced by the inner and outer housings.

또한 본 발명의 실시예는 내외측 하우징 사이에 서포트가 간단하게 결합됨으로써, 작업성이 우수하고 시간이 단축되는 한편 서포트에 수직 및 수평상으로 다수개의 배근홀이 구성됨에 따라 철근의 배근작업이 보다 용이하며, 또한 단열재의 지지력이 보강되고 파손이 방지되므로, 건물 벽체의 단열성을 높이게 된다.In addition, in the embodiment of the present invention, since the support is simply coupled between the inner and outer housings, the workability is excellent and the time is reduced, while the reinforcement work is more efficient as a plurality of reinforcement holes are formed vertically and horizontally in the support. It is easy, and since the bearing capacity of the insulating material is reinforced and damage is prevented, the insulating property of the building wall is increased.

상기에서 본 발명의 바람직한 실시예를 참고로 설명 하였으며, 상기의 실시예에 한정되지 아니하고, 상기의 실시예를 통해 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자가 본 발명의 요지를 벗어나지 않는 범위에서 다양한 변경으로 실시할 수 있는 것이다.In the above, the preferred embodiments of the present invention have been described with reference, and it is not limited to the above embodiments, and those skilled in the art through the above embodiments do not deviate from the gist of the present invention. It can be implemented with various changes in .

10: 하우징 11: 외측패널
12: 내측패널 13: 중간패널
14: 격패널 15: 체결홀
16: 공간부 20: 서포트
21: 체결캡 22: 체결홈
23: 경사면 24: 절개부
25: 블레이드 26(26a): 배근홀
27: 돌기 27a: 결속체
100: 외측 단열재 200: 내측 단열재
S1(S2): 철근10: housing 11: outer panel
12: inner panel 13: middle panel
14: partition panel 15: fastening hole
16: space part 20: support
21: fastening cap 22: fastening groove
23: slope 24: incision
25: Blade 26 (26a): Arrangement hole
27: protrusion 27a: binding body
100: outer insulator 200: inner insulator
S1(S2): rebar

Claims (8)

건물 벽체의 거푸집을 구성하는 내측 및 외측 단열재(100)(200)가 각각 끼워져 설치되고, 체결홀(15)이 각각 형성된 내외측 하우징(10); 및
상기 내외측 하우징(10)의 체결홀(15)에 끼워져 결합 설치되며, 소정 길이로 구비된 서포트(20);를 포함하고,
상기 서포트(20)는,
양측부에 체결캡(21)이 각각 구성되고, 상기 양측부의 체결캡(21) 사이에 소정 길이로 블레이드(25)가 형성되고,
상기 체결캡(21)은,
외측부가 개방된 원통 형상으로 구성되고, 외측 방향의 외주면 둘레에 체결홈(22)이 형성되는 한편 외측 가장자리 둘레에 경사면(23)이 형성되며, 외측 가장자리에서 내측 방향으로 다수개의 절개부(24)가 형성된 것을 특징으로 하는 내외측 단열재 지지구.
Inner and outer housings 10 in which inner and outer insulators 100 and 200 constituting the formwork of the building wall are inserted and installed, respectively, and fastening holes 15 are formed, respectively; and
A support 20 fitted to and coupled to the fastening hole 15 of the inner and outer housing 10 and provided with a predetermined length; includes,
The support 20,
Fastening caps 21 are configured on both sides, and blades 25 are formed to a predetermined length between the fastening caps 21 on both sides,
The fastening cap 21,
It is composed of a cylindrical shape with an open outer portion, a fastening groove 22 is formed around the outer circumferential surface in the outer direction, while an inclined surface 23 is formed around the outer edge, and a plurality of cutouts 24 in the inner direction from the outer edge Inner and outer insulation support, characterized in that formed.
 제1항에 있어서,
하우징(10)은,
사각 형상을 갖는 외측패널(11)과 중간패널(13) 및 내측패널(12)이 일방향으로 형성되어 차례로 배치되고, 상기 차례로 배치된 외측패널(11)과 중간패널(13) 및 내측패널(12)의 중간 부분에 교차하는 방향으로 격패널(14)이 일체로 형성된 것을 특징으로 하는 내외측 단열재 지지구.
According to claim 1,
The housing 10 is
An outer panel 11, a middle panel 13, and an inner panel 12 having a rectangular shape are formed in one direction and arranged in order. ) Inner and outer insulation support, characterized in that the partition panel 14 is integrally formed in the direction crossing the middle portion of the.
 제2항에 있어서,
하우징(10)은,
내측패널(12)의 중앙부에 체결홀(15)이 관통 형성되고, 상기 체결홀(15)의 내측 방향으로 중간패널(13)과 격패널(14)이 절개되어 공간부(16)가 형성된 것을 특징으로 하는 내외측 단열재 지지구.
According to claim 2,
The housing 10 is
The fastening hole 15 is formed through the central part of the inner panel 12, and the intermediate panel 13 and the partition panel 14 are cut in the inner direction of the fastening hole 15 to form a space 16. Characterized by inner and outer insulation supports.
 제2항에 있어서,
외측패널(11)과 중간패널(13)은 단열재(100)(200)가 끼워져 설치될 수 있도록 이격된 거리를 구비하며, 상기 격패널(14)을 기준하여 양측부에 단열재(100)(200)가 각각 끼워져 설치되는 것을 특징으로 하는 내외측 단열재 지지구.
According to claim 2,
The outer panel 11 and the middle panel 13 have a spaced distance so that the insulators 100 and 200 can be inserted and installed, and the insulators 100 and 200 are provided on both sides with respect to the partition panel 14. ) Inner and outer insulation support, characterized in that each is fitted and installed.
 삭제delete 삭제delete 제1항에 있어서,
블레이드(25)는,
양측부 체결캡(21) 사이에 일체로 연결되어 형성되며, 수직과 수평의 "＋" 형상으로 형성된 것을 특징으로 하는 내외측 단열재 지지구.
According to claim 1,
The blade 25 is
Inner and outer insulation support, characterized in that it is formed integrally connected between the fastening caps 21 on both sides and formed in a vertical and horizontal "+" shape.
 제7항에 있어서,
블레이드(25)는,
수직상으로 위치한 상하 블레이드(25)와, 수평상으로 위치한 양측부 블레이드(25)에 각각 철근(S1)(S2)이 놓여 고정되는 배근홀(26)(26a)이 형성된 것을 특징으로 하는 내외측 단열재 지지구.According to claim 7,
The blade 25 is
Inside and outside, characterized in that the reinforcement holes 26 and 26a are formed in the vertically positioned upper and lower blades 25 and the horizontally positioned blades 25 on both sides, respectively, in which reinforcing bars S1 and S2 are placed and fixed. insulation support.
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