KR102154778B1 - Finishing materials construction method and mounting structure for seismic reinforcement of building external structure - Google Patents

Finishing materials construction method and mounting structure for seismic reinforcement of building external structure Download PDF

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KR102154778B1
KR102154778B1 KR1020200015426A KR20200015426A KR102154778B1 KR 102154778 B1 KR102154778 B1 KR 102154778B1 KR 1020200015426 A KR1020200015426 A KR 1020200015426A KR 20200015426 A KR20200015426 A KR 20200015426A KR 102154778 B1 KR102154778 B1 KR 102154778B1
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South Korea
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finishing material
angle
reinforcing
masonry wall
reinforcing angle
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KR1020200015426A
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Korean (ko)
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송남규
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(주)이지엠이앤씨
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801Separate fastening elements
    • E04F13/0803Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/0805Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/072Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements
    • E04F13/073Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns
    • E04F13/0736Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns for columns
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801Separate fastening elements
    • E04F13/0803Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/081Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements

Abstract

The present invention provides a construction method of a finishing material with a seismic reinforcing function of an outer non-structure of a building and an installation structure, in which the finishing material is installed to be newly constructed or replaced on the outer non-structure through reinforcing angles in which bending rigidity is reinforced so that the finishing material is induced to be integrally moved with the non-structure through a medium of the reinforcing angles even under earthquakes or wind loads, thereby preventing the newly-constructed finishing material and the existing finishing material from being overturned and detached. According to a suitable embodiment of the present invention, the construction method of a finishing material with the seismic reinforcing function of the outer non-structure of the building includes the following steps of: (a) fixedly installing a first reinforcing angle to a masonry wall of the building through an anchor in a transverse direction to integrate the masonry wall into the first reinforcing angle; (b) attaching a first finishing material to an adhesive and supporting a lower end of the first finishing material on the first reinforcing angle after attaching the adhesive to the masonry wall at an upper portion of the first reinforcing angle; (c) fixedly installing a second reinforcing angle on the masonry wall through the anchor after positioning the second reinforcing angle on an upper end surface of the first finishing material and fixing the second reinforcing angle to an upper end of the first finishing material by a fastener; and (d) sequentially repeating the steps of (b) and (c) several times so that the finishing material is installed up to a height of the masonry wall.

Description

건축물 외부 비구조체의 내진보강을 겸하는 마감재의 시공방법 및 설치구조{Finishing materials construction method and mounting structure for seismic reinforcement of building external structure}Finishing materials construction method and mounting structure for seismic reinforcement of building external structure

본 발명은 건축물 외부 비구조체에 적용되는 마감재의 시공방법 및 설치구조에 관한 것으로, 특히 휨강성이 보강된 보강앵글을 통해 마감재가 건축물 외부 비구조체에 신설 또는 교체 설치되도록 하여, 지진이나 풍하중에도 마감재가 보강앵글의 매개를 통해 비구조체와 일체된 거동이 유도되어 신설 마감재 뿐만 아니라 기존 마감재의 전도 및 탈락이 없도록 한 건축물 외부 비구조체의 내진보강을 겸하는 마감재의 시공방법 및 설치구조에 관한 것이다.The present invention relates to a construction method and installation structure of a finishing material applied to a non-structure outside a building, and in particular, a finishing material is newly installed or replaced on a non-structure outside the building through a reinforcing angle reinforced with flexural stiffness, so that the finishing material is It relates to the construction method and installation structure of a finishing material that doubles as a seismic reinforcement of a non-structure outside a building that prevents not only the new finishing material but also the existing finishing material from falling and falling off by inducing the integrated behavior with the non-structure through the mediation of the reinforcing angle.

일반적으로 기존 건축물의 외부 마감재를 신규로 설치하는 외벽보수공사의 경우 기존 마감재는 그대로 유지한 채 신규 마감재를 추가적으로 설치하는 경우가 많다.In general, in the case of exterior wall repair work in which the exterior finishing material of an existing building is newly installed, a new finishing material is additionally installed while maintaining the existing finishing material in many cases.

이 경우, 기존 건축물의 마감재 외부에 하지프레임을 추가적으로 설치하고 그 하지프레임에 화강석 및 복합패널 등의 다양한 마감재를 설치하는 방법으로 시공을 하고 있다. 하지만 지진 도래시 기존 건축물에 충격이 가해지는 경우 외부 치장벽돌 등의 마감재가 전도되거나 탈락되는 경우 2차적으로 신규 마감된 마감재에 충격이 가해져 신규마감재가 손상되거나 탈락되는 경우가 발생하고, 이로 인해 인명피해까지 이어지는 문제가 있다.In this case, construction is performed by additionally installing a base frame outside the finishing material of the existing building and installing various finishing materials such as granite and composite panels on the base frame. However, when an earthquake strikes an existing building, if the finishing materials such as external decorative bricks are overturned or dropped, the new finishing materials are secondarily impacted and the new finishing materials are damaged or dropped out. There is a problem that leads to damage.

본 발명의 배경이 되는 기술로는 한국 등록실용신안 등록번호 제20-0324655호로서, '건축마감용 고정철물의 건축마감재 고정구조'가 제안되어 있다. 이는 철물고정홈이 형성되도록 하는 연결홈과 충진홈이 형성되도록 하는 반원면 및 핀홈이 구비된 건축마감재용 패널, 콘크리트 구조체의 외벽에 매입되는 매입앙카와 구조체측 볼트로 이루어진 환봉의 앙카볼트, 구조체측 볼트에 관계하는 패널측 볼트와 패널측 볼트의 타단에 핀관통홈이 형성된 열십자(┼) 형태로 이루어져 건축마감재용 패널을 지지하는 패널고정체로 이루어진 패널고정철물, 앙카볼트의 구조체측 볼트와 패널고정철물의 패널측 볼트를 나사 결합하는 간격 조절용 너트 및 패널고정철물의 패널고정체에 형성된 각각의 핀관통홈을 통해 건축마감재용 패널의 핀홈에 결합되어 패널고정체와 상하의 건축마감재용 패널을 연결하는 패널고정핀으로 이루어진 것을 특징으로 한다. 그러나 상기 배경기술은 건축마감재용 패널 각각을 서로 일체시키는 수단이 없어 지진이나 태풍시에 전도 및 탈락이 발생되는 문제가 있다.As a background technology of the present invention, as Korean Utility Model Registration No. 20-0324655,'a construction finishing material fixing structure for fixing hardware for construction finishing' has been proposed. This is a panel for building finishing materials with semicircular surfaces and pin grooves for forming a connection groove and a filling groove for forming a hardware fixing groove, an anchor bolt of a round bar consisting of a buried anchor embedded in the outer wall of a concrete structure and a bolt on the side of the structure, and a structure Panel fixing hardware consisting of a panel fixing body that supports a panel for building finishing materials, consisting of a panel-side bolt related to the side bolt and a crisscross (┼) with a pin through groove at the other end of the panel-side bolt, and the structure-side bolt of the anchor bolt. It is connected to the pin groove of the building finishing panel through the nut for adjusting the gap to screw the bolts on the panel side of the panel fixing hardware and the pin through grooves formed in the panel fixing body of the panel fixing hardware, and the panel fixing body and the upper and lower panels for construction finishing materials are connected. It is characterized by consisting of a panel fixing pin to connect. However, in the background technology, there is no means for integrating each of the panels for building finishing materials with each other, and thus there is a problem of falling and falling off during an earthquake or typhoon.

한국 등록실용신안 등록번호 제20-0324655호Korean Utility Model Registration No. 20-0324655

본 발명은 휨강성이 보강된 보강앵글을 통해 마감재가 건축물 외부 비구조체에 신설 또는 교체 설치되도록 하여, 지진이나 풍하중에도 마감재가 보강앵글의 매개를 통해 비구조체와 일체된 거동이 유도되어 신설 마감재 뿐만 아니라 기존 마감재의 전도 및 탈락이 없도록 한 건축물 외부 비구조체의 내진보강을 겸하는 마감재의 시공방법 및 설치구조를 제공함에 그 목적이 있다.The present invention allows the finishing material to be newly installed or replaced on a non-structure outside the building through a reinforcing angle reinforced with flexural stiffness, so that even during earthquakes or wind loads, the integrated behavior of the finishing material with the non-structure is induced through the mediation of the reinforcing angle. Its purpose is to provide a construction method and installation structure of a finishing material that doubles as seismic reinforcement of non-structures outside the building so that there is no fall or fall of the existing finishing material.

본 발명의 적절한 실시 형태에 따른 건축물 외부 비구조체의 내진보강을 겸하는 마감재의 시공방법은, (a) 건물의 조적벽체에 앵커를 통해 1차 보강앵글을 횡방향으로 고정되게 설치하여 해당 조적벽체를 1차 보강앵글로 일체화시키는 단계와; (b) 1차 보강앵글의 상부로 조적벽체에 접착제를 부착시킨 후, 1차 마감재를 접착제에 접착시킴과 동시에 1차 마감재의 하단을 1차 보강앵글에 지지시켜 놓는 단계와; (c) 1차 마감재의 상단면에 2차 보강앵글을 위치시킨 후 앵커를 통해 조적벽체에 2차 보강앵글을 고정되게 설치하고, 체결구로 2차 보강앵글을 1차 마감재의 상단에 고정시키는 단계와; (d) 이후, 조적벽체의 높이까지 마감재가 설치되도록 상기 (b)와 (c)의 단계를 순차적으로 수회 반복;하여 시공되는 것을 특징으로 한다. The construction method of a finishing material that also serves as a seismic reinforcement of a non-structure outside a building according to a suitable embodiment of the present invention is: (a) A primary reinforcing angle is fixed to the masonry wall of the building in a transverse direction through an anchor to install the masonry wall. Integrating with a first reinforcing angle; (b) attaching the adhesive to the masonry wall to the upper part of the first reinforcing angle, and then attaching the first finishing material to the adhesive and supporting the lower end of the first finishing material to the first reinforcing angle; (c) After placing the secondary reinforcing angle on the top surface of the primary finishing material, fixing the secondary reinforcing angle to the masonry wall through an anchor, and fixing the secondary reinforcing angle to the top of the primary finishing material with a fastener Wow; (d) Thereafter, the steps of (b) and (c) are sequentially repeated several times so that the finishing material is installed up to the height of the masonry wall; it is characterized in that it is constructed.

또한, 상기 보강앵글은 마감재의 하단을 받쳐주는 마감재 받침부, 상기 마감재 받침부의 일단부에 상향으로 수직되게 절곡되어 있는 마감재 탈락방지용 거치턱, 상기 마감재 받침부의 타단부에 상향으로 연결되어 있는 앵커 장착부, 상기 앵커 장착부의 하단에 ㄱ자 형태로 절곡되어 마감재 받침부와 연결되어 있는 앵글 하부 보강브리지, 상기 앵커 장착부의 상단에 ⊃ 형태로 절곡되어 있는 앵글 상부 보강브리지로 구성된 것을 특징으로 한다.In addition, the reinforcing angle is a finishing material supporting part that supports the lower end of the finishing material, a finishing material drop-preventing mounting jaw that is bent vertically upward at one end of the finishing material supporting part, and an anchor mounting part connected upward to the other end of the finishing material supporting part. , It characterized in that it is composed of an angle lower reinforcement bridge that is bent in a shape of an angle at the lower end of the anchor mounting portion and connected to the finishing material support portion, and an upper angle reinforcement bridge that is bent in the form of ⊃ at the upper end of the anchor mounting portion.

또한, 상기 보강앵글은 조적벽체의 모서리부에서 직각으로 절곡될 수 있도록 보강앵글 직각부가 포함되어 있는 것을 특징으로 한다.In addition, the reinforcing angle is characterized in that it includes a reinforcing angle right angle portion to be bent at a right angle at the corner of the masonry wall.

한편, 본 발명에 따른 건축물 외부 비구조체의 내진보강을 겸하는 마감재의 설치구조는, 조적벽체에 높이 방향으로 일정 간격마다 보강앵글이 앵커를 통해 설치되어 조적벽체가 보강앵글을 통해 일체되어 있고, 상하로 이웃한 보강앵글의 사이에 마감재가 위치되어 조적벽체에 접착제로 부착됨과 동시에 마감재의 하단은 하측의 보강앵글에 끼움 지지되고, 마감재의 상단은 상측의 보강앵글에 체결구를 통해 고정되고, 상기 보강앵글은 마감재의 하단을 받쳐주는 마감재 받침부, 상기 마감재 받침부의 일단부에 상향으로 수직되게 절곡되어 있는 마감재 탈락방지용 거치턱, 상기 마감재 받침부의 타단부에 상향으로 연결되어 있는 앵커 장착부, 상기 앵커 장착부의 하단에 ㄱ자 형태로 절곡되어 마감재 받침부와 연결되어 있는 앵글 하부 보강브리지, 상기 앵커 장착부의 상단에 ⊃ 형태로 절곡되어 있는 앵글 상부 보강브리지로 구성된 것을 특징으로 한다.On the other hand, the installation structure of the finishing material that also serves as the seismic reinforcement of the external non-structure of the building according to the present invention, the reinforcing angle is installed through the anchor at regular intervals in the height direction on the masonry wall, and the masonry wall is integrated through the reinforcing angle, The finishing material is positioned between the adjacent reinforcing angles and attached with an adhesive to the masonry wall. At the same time, the lower end of the finishing material is inserted into the reinforcing angle on the lower side, and the upper end of the finishing material is fixed through a fastener to the reinforcing angle on the upper side. The angle is a finishing material supporting part that supports the lower end of the finishing material, a finishing material drop-preventing mounting jaw that is bent vertically upward at one end of the finishing material supporting part, an anchor mounting part connected upward to the other end of the finishing material supporting part, and the anchor mounting part It is characterized in that it is composed of an angle lower reinforcement bridge that is bent in an a-shaped shape at the bottom of and is connected to the finishing material support, and an upper angle reinforcement bridge that is bent in a ⊃ shape at the upper end of the anchor mounting part.

본 발명의 건축물 외부 비구조체의 내진보강을 겸하는 마감재의 시공방법 및 설치구조에 따르면, 보강브리지에 의해 휨강성이 보강된 보강앵글이 비구조체에 설치되어 비구조체 뿐만 아니라 신설된 마감재는 면외방향 밴딩의 저항능력이 향상된다. 따라서 마감재 각각은 비구조체와 일체된 거동이 유도되고, 이에 의해 지진이나 풍하중에도 비구조체와 마감재의 전도 및 탈락을 방지할 수 있고, 따라서 2차적을 발생될 수 있는 인명피해를 피할 수 있다.According to the construction method and installation structure of the finishing material that serves as the seismic reinforcement of the external non-structure of a building according to the present invention, a reinforcing angle reinforced with flexural stiffness by a reinforcing bridge is installed on the non-structure, and the newly constructed finishing material as well as the non-structure is Resistance ability is improved. Therefore, each finishing material is induced to behave integrally with the non-structure, thereby preventing the non-structure and the finishing material from falling and falling even during earthquakes or wind loads, thus avoiding personal injury that may cause secondary damage.

본 명세서에서 첨부되는 다음의 도면들은 본 발명의 바람직한 실시 예를 예시하는 것이며, 발명의 상세한 설명과 함께 본 발명의 기술사상을 더욱 이해시키는 역할을 하는 것이므로, 본 발명은 첨부한 도면에 기재된 사항에만 한정되어서 해석되어서는 아니 된다.
도 1a는 본 발명의 실시 예에 따른 마감재의 설치상태도.
도 1b는 도 1a에서 마감재를 조적벽체에서 분리해낸 상태도.
도 2a는 도 1a의 일측 단면도.
도 2b는 도 2a의 'K'부 확대도.
도 3a는 본 발명에 적용되는 보강앵글의 사시도.
도 3b는 도 3a에 도시된 보강앵글의 일측면도.
도 4는 본 발명에 따라 기둥측 보강앵글과 조적벽체측 보강앵글을 절곡 강판을 통해 연결하는 상태를 나타낸 사시도.
도 5는 본 발명의 실시 예에 따른 1차 보강앵글의 설치상태도.
도 6은 본 발명의 실시 예에 따른 1차 마감재 및 2차 보강앵글의 설치상태도.
도 7은 본 발명의 실시 예에 따른 2차 마감재 및 3차 보강앵글의 설치상태도.
The following drawings appended in the present specification illustrate preferred embodiments of the present invention, and serve to further understand the technical idea of the present invention together with the detailed description of the present invention, so the present invention is limited to the matters described in the accompanying drawings. It is limited and should not be interpreted.
Figure 1a is an installation state diagram of a finishing material according to an embodiment of the present invention.
Figure 1b is a state in which the finishing material is separated from the masonry wall in Figure 1a.
Figure 2a is a cross-sectional view of one side of Figure 1a.
2B is an enlarged view of the'K' part of FIG. 2A.
Figure 3a is a perspective view of a reinforcing angle applied to the present invention.
Figure 3b is a side view of the reinforcing angle shown in Figure 3a.
Figure 4 is a perspective view showing a state in which the column-side reinforcement angle and the masonry wall-side reinforcement angle are connected through a bent steel plate according to the present invention.
Figure 5 is a state diagram of the installation of the first reinforcement angle according to an embodiment of the present invention.
6 is an installation state diagram of a primary finishing material and a secondary reinforcing angle according to an embodiment of the present invention.
7 is an installation state diagram of a secondary finishing material and a third reinforcing angle according to an embodiment of the present invention.

아래에서 본 발명은 첨부된 도면에 제시된 실시 예를 참조하여 상세하게 설명이 되지만 제시된 실시 예는 본 발명의 명확한 이해를 위한 예시적인 것으로 본 발명은 이에 제한되지 않는다.In the following, the present invention will be described in detail with reference to the embodiments shown in the accompanying drawings, but the disclosed embodiments are illustrative for a clear understanding of the present invention, and the present invention is not limited thereto.

본 발명은 기존 건축물에 외부 마감재를 교체하거나 신설하는 경우에 적용될 수 있다. 특히 지진이나 태풍 발생시에 기존 외부 비구조체와 마감재의 손상·전도 및 탈락을 방지할 수 있는 설치 구조를 제공한다.The present invention can be applied to the case of replacing or newly installing an external finishing material in an existing building. In particular, it provides an installation structure that can prevent damage, conduction and dropping of existing external non-structures and finishing materials in the event of an earthquake or typhoon.

본 발명에 따른 따른 건축물 외부 비구조체의 내진보강을 겸하는 마감재의 설치구조는 도 1a 내지 도 2b에서와 같이 조적벽체(12)에 높이 방향으로 일정 간격마다 보강앵글(20)이 앵커(14)를 통해 횡방향으로 길게 설치된다. 따라서 조적벽체(12)가 보강앵글(20)을 통해 일체되어져 내진 보강이 이루어진다. 앵커(14)는 마감재(30)의 상태에 따라 예로 케미컬 앵커, 셋트앵커 등이 선택될 수 있다. 여기서 조적벽체(12)란 기존마감재로 설치된 비구조체로서 신설된 치장벽체가 될 수도 있다.The installation structure of the finishing material that also serves as the seismic reinforcement of the external non-structure of the building according to the present invention is a reinforcing angle 20 at regular intervals in the height direction on the masonry wall 12 as shown in FIGS. 1A to 2B. It is installed long in the transverse direction through. Therefore, the masonry wall 12 is integrated through the reinforcing angle 20 to achieve seismic reinforcement. The anchor 14 may be selected from, for example, a chemical anchor, a set anchor, and the like according to the state of the finishing material 30. Here, the masonry wall 12 may be a new stucco wall as a non-structure installed with an existing finishing material.

또한, 상하로 이웃한 보강앵글(20과 20)의 사이에는 마감재(30)가 위치하여 횡방향으로 배열되고 조적벽체(12)에 접착제(16)로 부착된다. 여기서 접착제(16)는 예로 에폭시 접착제가 될 수 있다. 접착제(16)는 하나의 마감재(30)에 대하여 여러개소에 분산되어져 접착된다. 마감재(30)는 그의 하단이 하측의 보강앵글(20)에 끼움 지지되도록 설치되고 그의 상단이 상측의 보강앵글(20)에 체결구(18)를 통해 고정되도록 설치된다.In addition, a finishing material 30 is positioned between the reinforcing angles 20 and 20 adjacent to each other in the vertical direction, arranged in the transverse direction, and attached to the masonry wall 12 with an adhesive 16. Here, the adhesive 16 may be an epoxy adhesive, for example. The adhesive 16 is dispersed and adhered to one finishing material 30 in several places. The finishing material 30 is installed so that its lower end is fitted to the lower reinforcing angle 20 and its upper end is fixed to the upper reinforcing angle 20 through the fastener 18.

도 3에 도시된 바와 같이 보강앵글(20)은 일정한 길이를 갖는 것으로 예로 강재 또는 알루미늄으로 제작될 수 있다. 보강앵글(20)은 마감재(30)의 하단을 받쳐주는 마감재 받침부(201), 상기 마감재 받침부(201)의 일단부에 상향으로 수직되게 절곡되어 마감재(30)의 하단에 형성된 탈락방지홈(301)에 끼움 결합되는 마감재 탈락방지용 거치턱(202), 상기 마감재 받침부(201)의 타단부에 상향으로 연결되어 있는 앵커 장착부(203), 상기 앵커 장착부(203)의 하단에 ㄱ자 형태로 절곡되어 마감재 받침부(201)와 연결되어 있는 앵글 하부 보강브리지(204), 상기 앵커 장착부(203)의 상단에 ⊃ 형태로 절곡되어 있는 앵글 상부 보강브리지(205)로 구성된다.As shown in FIG. 3, the reinforcing angle 20 has a certain length and may be made of steel or aluminum, for example. The reinforcing angle 20 is a finishing material supporting part 201 that supports the lower end of the finishing material 30, and a falling-off prevention groove formed at the bottom of the finishing material 30 by bending vertically upward at one end of the finishing material supporting part 201 A mounting jaw 202 for preventing falling off of the finish material fitted to the 301, an anchor mounting part 203 connected upward to the other end of the finish material receiving part 201, and in a shape of a letter at the bottom of the anchor mounting part 203 It is composed of an angle lower reinforcement bridge 204 that is bent and connected to the finish support part 201, and an upper angle reinforcement bridge 205 that is bent in a ⊃ shape at the upper end of the anchor mounting part 203.

여기서, 앵글 하부 보강브리지(204)와 앵글 상부 보강브리지(205)는 길이가 긴 보강앵글(20)의 휨강성을 증가시킴으로서 조적벽체(12)의 면외방향밴딩의 저항능력을 키워 비구조체인 조적벽체(12)와 마감재(30)의 전도방지 및 탈락방지를 유도한다.Here, the angle lower reinforcement bridge 204 and the angle upper reinforcement bridge 205 increase the flexural stiffness of the long reinforcement angle 20 to increase the resistance of out-of-plane bending of the masonry wall 12, thereby increasing the resistance of the masonry wall 12, which is a non-structural masonry wall. (12) and the finishing material (30) to induce fall prevention and fall prevention.

마감재(30)는 불연보온석재패널, ALC패널, CLC패널, 석고보드 등과 같은 경량 마감재가 될 수 있다.The finishing material 30 may be a lightweight finishing material such as a non-combustible insulating stone panel, ALC panel, CLC panel, gypsum board, and the like.

이와 같이 마감재(30)가 설치되는 구조에서는 보강앵글(20)이 조적벽체(12)에 일정 높이마다 길게 설치되기 때문에 조적벽체(12)가 보강앵글(20)을 통해 일체되어져 건축물에 지진이 도래하거나 풍하중을 받을 경우 조적벽체(12)가 하나의 블록내에서 일체된 거동이 일어나도록 하는 효과를 얻을 수 있다.In the structure in which the finishing material 30 is installed in this way, since the reinforcing angle 20 is installed at a certain height at a certain height on the masonry wall 12, the masonry wall 12 is integrated through the reinforcing angle 20, resulting in an earthquake in the building. Or, when subjected to a wind load, it is possible to obtain the effect of causing the masonry wall 12 to behave integrally within one block.

또한, 마감재(30)는 그 하단이 보강앵글(20)의 마감재 탈락방지용 거치턱(202)에 끼움되어져 지지되어 있고, 그 상단이 체결구(18)를 통해 보강앵글(20)에 확고히 고정되어져 있기 때문에 지진이나 태풍시에도 설치된 마감재(30)의 전도나 탈락을 방지할 수 있고, 이로 인해 마감재의 손상이 없어지고 2차 사고로 이어질 수 있는 인명피해를 예방할 수 있다.In addition, the finishing material 30 is supported by being fitted to the mounting jaw 202 for preventing the finish material falling off of the reinforcing angle 20, and the upper end is firmly fixed to the reinforcing angle 20 through the fastener 18 Because of this, it is possible to prevent the falling or dropping of the finishing material 30 installed even during an earthquake or typhoon, thereby eliminating damage to the finishing material and preventing personal injury that may lead to a secondary accident.

한편, 전술할 보강앵글(20)을 이용한 건축물 외부 비구조체의 내진보강을 겸하는 마감재의 시공방법을 순차적으로 설명한다.On the other hand, the construction method of the finishing material that serves as the seismic reinforcement of the non-structure outside the building using the reinforcing angle 20 described above will be sequentially described.

먼저, 도 5와 같이 건물의 조적벽체(12)에 앵커(14)를 통해 1차 보강앵글(20)을 횡방향으로 고정되게 설치하여 해당 조적벽체(12)를 1차 보강앵글(20)로 일체화시킨다.First, as shown in FIG. 5, the primary reinforcing angle 20 is fixed to the masonry wall 12 of the building through the anchor 14 in the transverse direction, and the corresponding masonry wall 12 is converted into the primary reinforcing angle 20. Integrate.

그 다음, 도 6과 같이 1차 보강앵글(20)의 상부로 조적벽체(12)에 도 7과 같이 접착제(16)를 부착시킨 후, 1차 마감재(30)를 접착제(16)에 접착시킴과 동시에 1차 마감재(30)의 하단을 1차 보강앵글(20)에 지지시켜 놓는다. 접착제(16)는 다점 배열 방식으로 예로 하나의 마감재(30)에 대해 횡방향으로 일정 간격을 가지고 2열로 접착될 수 있다.Then, after attaching the adhesive 16 as shown in FIG. 7 to the masonry wall 12 above the primary reinforcing angle 20 as shown in FIG. 6, the primary finishing material 30 is adhered to the adhesive 16 At the same time, the lower end of the primary finishing material 30 is supported by the primary reinforcing angle 20. The adhesive 16 may be adhered to one finishing material 30 in two rows at a predetermined interval in the transverse direction in a multi-point arrangement method.

이때 마감재(30)는 그의 하단측 탈락방지홈(301)이 보강앵글(20)의 마감재 탈락방지용 거치턱(202)에 끼워져 보강앵글(20)에 지지되도록 설치된다. 따라서 지진도래시나 풍하중을 받더라도 마감재(30)의 하단은 하측의 보강앵글(20)측 마감재 탈락방지용 거치턱(202)에 걸려 탈락이 억제된다.At this time, the finishing material 30 is installed so that the lower end of the falling-preventing groove 301 is fitted to the mounting jaw 202 for preventing the finishing material falling off of the reinforcing angle 20 and supported by the reinforcing angle 20. Therefore, even when an earthquake or wind load is received, the lower end of the finishing material 30 is caught by the mounting jaw 202 for preventing the finish material from falling off the reinforcing angle 20 side of the lower side, and falling off is suppressed.

그 다음, 도 6 및 도 7과 같이 1차 마감재(30)의 상단면에 2차 보강앵글(20)을 위치시킨 후 앵커(14)를 통해 조적벽체(20)에 2차 보강앵글(20)을 고정되게 설치하고, 체결구(18)로 2차 보강앵글(20)을 1차 마감재(30)의 상단에 고정시켜 놓는다. 따라서 지진도래시나 풍하중을 받더라도 마감재(30)의 상단은 상측의 보강앵글(20)을 통해 조적벽체(12)에 고정되어져 탈락이 억제된다.Then, after placing the secondary reinforcing angle 20 on the top surface of the primary finishing material 30 as shown in FIGS. 6 and 7, the secondary reinforcing angle 20 on the masonry wall 20 through the anchor 14 Is fixedly installed, and the secondary reinforcing angle 20 is fixed to the top of the primary finishing material 30 with a fastener 18. Therefore, even in the event of an earthquake or wind load, the upper end of the finishing material 30 is fixed to the masonry wall 12 through the reinforcing angle 20 on the upper side to suppress dropping.

이후, 조적벽체(12)의 높이까지 상기한 마감재(30)와 보강앵글(20)의 설치를 반복하여 마감재의 시공을 완료하게 된다.Thereafter, the installation of the finishing material 30 and the reinforcing angle 20 is repeated up to the height of the masonry wall 12 to complete the construction of the finishing material.

한편, 도 4와 같이 조적벽체(12)의 높이를 따라 건물의 기둥(13)에도 동일한 보강앵글(20)과 마감재(30)를 순차적으로 수회 반복하여 설치될 수 있다. 이때, 조적벽체(12)측 보강앵글(20)과 기둥(13)측 보강앵글(20)은 Z형 절곡 철판(50)을 통해 연결되어져 상호 일체되게 시공된다.Meanwhile, as shown in FIG. 4, the same reinforcing angle 20 and the finishing material 30 may be sequentially and repeatedly installed on the pillar 13 of the building along the height of the masonry wall 12. At this time, the masonry wall 12 side reinforcement angle 20 and the column 13 side reinforcement angle 20 are connected through a Z-shaped bent steel plate 50 to be integrally constructed with each other.

이와 같이 마감재(30)는 접착제(16)와 상,하측의 보강앵글(20)을 통해 하단과 상단이 조적벽체(12)에 확고히 고정되어져 마감재(30)가 설치된 건축물에 지진 또는 태풍에 의한 풍하중이 작용하더라도 마감재(30)의 전도나 탈락을 방지할 수 있고, 이로 인해 마감재의 손상이 없고 2차적으로 발생될 수 있는 인명피해를 예방할 수 있는 것이다.In this way, the finishing material 30 is firmly fixed to the masonry wall 12 through the adhesive 16 and the reinforcing angles 20 on the upper and lower sides, so that the wind load due to earthquake or typhoon on the building where the finishing material 30 is installed Even if this acts, it is possible to prevent the falling or dropping of the finishing material 30, and thus, there is no damage to the finishing material and it is possible to prevent personal injury that may occur secondary.

지금까지 본 발명은 제시된 실시 예를 참조하여 상세하게 설명이 되었지만 이 분야에서 통상의 지식을 가진 자는 제시된 실시 예를 참조하여 본 발명의 기술적 사상을 벗어나지 않는 범위에서 다양한 변형 및 수정 발명을 만들 수 있을 것이다. 본 발명은 이와 같은 변형 및 수정 발명에 의하여 제한되지 않으며 다만 아래에 첨부된 청구범위에 의하여 제한된다. Until now, the present invention has been described in detail with reference to the presented embodiments, but those of ordinary skill in the art can make various modifications and modifications without departing from the technical spirit of the present invention with reference to the presented embodiments. will be. The present invention is not limited by such modifications and variations of the invention, but is limited by the claims appended below.

12: 조적벽체
14: 앵커
16: 접착제
18: 체결구
20: 보강앵글
30: 마감재
12: masonry wall
14: anchor
16: adhesive
18: fastener
20: reinforcement angle
30: finishing material

Claims (4)

(a) 건물의 조적벽체(12)에 앵커(14)를 통해 1차 보강앵글(20)을 횡방향으로 고정되게 설치하여 해당 조적벽체(12)를 1차 보강앵글(20)로 일체화시키는 단계와;
(b) 1차 보강앵글(20)의 상부로 조적벽체(12)에 접착제(16)를 부착시킨 후, 1차 마감재(30)를 접착제(16)에 접착시킴과 동시에 1차 마감재(30)의 하단을 1차 보강앵글(20)에 지지시켜 놓는 단계와;
(c) 1차 마감재(30)의 상단면에 2차 보강앵글(20)을 위치시킨 후 앵커(14)를 통해 조적벽체(20)에 2차 보강앵글(20)을 고정되게 설치하고, 체결구(18)로 2차 보강앵글(20)을 1차 마감재(30)의 상단에 고정시키는 단계와;
(d) 이후, 조적벽체(12)의 높이까지 마감재(30)가 설치되도록 상기 (b)와 (c)의 단계를 순차적으로 수회 반복;하여 시공되며,
상기 (a) 내지 (d) 단계에서 보강앵글(20)은,
마감재(30)의 하단을 받쳐주는 마감재 받침부(201), 상기 마감재 받침부(201)의 일단부에 상향으로 수직되게 절곡되어 있는 마감재 탈락방지용 거치턱(202), 상기 마감재 받침부(201)의 타단부에 상향으로 연결되어 있는 앵커 장착부(203), 상기 앵커 장착부(203)의 하단에 ㄱ자 형태로 절곡되어 마감재 받침부(201)와 연결되어 있는 앵글 하부 보강브리지(204), 상기 앵커 장착부(203)의 상단에 ⊃ 형태로 절곡되어 있는 앵글 상부 보강브리지(205)로 구성되고,
상기 (a) 내지 (d) 단계에서, 조적벽체(12)의 높이를 따라 건물의 기둥(13)에도 동일한 보강앵글(20)과 마감재(30)를 순차적으로 수회 반복하되, 조적벽체(12)측 보강앵글(20)과 기둥(13)측 보강앵글(20)은 Z형 절곡 철판(50)을 통해 연결되어져 시공되는 것을 특징으로 하는 건축물 외부 비구조체의 내진보강을 겸하는 마감재의 시공방법.
(a) Step of integrating the masonry wall 12 into the primary reinforcing angle 20 by installing the primary reinforcing angle 20 to be fixed in the transverse direction through the anchor 14 on the masonry wall 12 of the building Wow;
(b) After attaching the adhesive 16 to the masonry wall 12 to the top of the primary reinforcing angle 20, the primary finishing material 30 is adhered to the adhesive 16 and the primary finishing material 30 A step of supporting the lower end of the first reinforcing angle 20;
(c) After placing the secondary reinforcing angle 20 on the top surface of the primary finishing material 30, the secondary reinforcing angle 20 is fixedly installed on the masonry wall 20 through the anchor 14, and fastened. Fixing the secondary reinforcing angle 20 to the upper end of the primary finishing material 30 with the sphere 18;
(d) Thereafter, the steps of (b) and (c) are sequentially repeated several times so that the finishing material 30 is installed up to the height of the masonry wall 12;
The reinforcing angle 20 in steps (a) to (d),
Finishing material supporting part 201 supporting the lower end of the finishing material 30, the finishing material supporting part 201 which is bent vertically upward at one end of the finishing material supporting part 201 The anchor mounting portion 203 connected upward to the other end of the anchor mounting portion 203, the angle lower reinforcing bridge 204 bent in a shape of an angle at the lower end of the anchor mounting portion 203 and connected to the finishing material support portion 201, the anchor mounting portion It is composed of an angle upper reinforcement bridge 205 that is bent in a ⊃ shape at the top of 203,
In steps (a) to (d), the same reinforcing angle 20 and the finishing material 30 are sequentially repeated several times on the pillar 13 of the building along the height of the masonry wall 12, but the masonry wall 12 The side reinforcement angle 20 and the column 13 side reinforcement angle 20 are connected through a Z-shaped bent steel plate 50 to be constructed.
삭제delete 삭제delete 조적벽체(12)에 높이 방향으로 일정 간격마다 보강앵글(20)이 앵커(14)를 통해 설치되어 조적벽체(12)가 보강앵글(20)을 통해 일체되어 있고, 상하로 이웃한 보강앵글(20과 20)의 사이에 마감재(30)가 위치되어 조적벽체(12)에 접착제(16)로 부착됨과 동시에 마감재(30)의 하단은 하측의 보강앵글(20)에 끼움 지지되고, 마감재(30)의 상단은 상측의 보강앵글(20)에 체결구(18)를 통해 고정되고,
조적벽체(12)의 높이를 따라 건물의 기둥(13)에도 동일한 보강앵글(20)과 마감재(30)를 순차적으로 수회 반복하되, 조적벽체(12)측 보강앵글(20)과 기둥(13)측 보강앵글(20)은 Z형 절곡 철판(50)을 통해 연결되어져 시공되며,
상기 보강앵글(20)은,
마감재(30)의 하단을 받쳐주는 마감재 받침부(201), 상기 마감재 받침부(201)의 일단부에 상향으로 수직되게 절곡되어 있는 마감재 탈락방지용 거치턱(202), 상기 마감재 받침부(201)의 타단부에 상향으로 연결되어 있는 앵커 장착부(203), 상기 앵커 장착부(203)의 하단에 ㄱ자 형태로 절곡되어 마감재 받침부(201)와 연결되어 있는 앵글 하부 보강브리지(204), 상기 앵커 장착부(203)의 상단에 ⊃ 형태로 절곡되어 있는 앵글 상부 보강브리지(205)를 포함한 것을 특징으로 하는 건축물 외부 비구조체의 내진보강을 겸하는 마감재의 설치구조.
Reinforcing angles 20 are installed on the masonry wall 12 at regular intervals in the height direction through the anchors 14 so that the masonry wall 12 is integrated through the reinforcing angles 20, and reinforcing angles adjacent up and down ( 20 and 20) is positioned between the finishing material (30) is attached to the masonry wall (12) with an adhesive (16) and at the same time the lower end of the finishing material (30) is supported by the reinforcement angle (20) of the lower side, and the finishing material (30 The upper end of) is fixed to the reinforcing angle 20 of the upper side through a fastener 18,
Along the height of the masonry wall 12, the same reinforcing angle 20 and the finishing material 30 are sequentially repeated several times on the pillar 13 of the building, but the reinforcing angle 20 and the column 13 on the masonry wall 12 side The side reinforcing angle 20 is connected and constructed through a Z-shaped bent steel plate 50,
The reinforcing angle 20,
Finishing material supporting part 201 supporting the lower end of the finishing material 30, the finishing material supporting part 201 which is bent vertically upward at one end of the finishing material supporting part 201 The anchor mounting portion 203 connected upward to the other end of the anchor mounting portion 203, the angle lower reinforcing bridge 204 bent in a shape of an angle at the lower end of the anchor mounting portion 203 and connected to the finishing material support portion 201, the anchor mounting portion An installation structure of a finishing material serving as a seismic reinforcement of a non-structure outside a building, characterized in that it includes an angle upper reinforcement bridge 205 bent in a ⊃ shape at the top of (203).
KR1020200015426A 2020-02-10 2020-02-10 Finishing materials construction method and mounting structure for seismic reinforcement of building external structure KR102154778B1 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0644920U (en) * 1992-11-18 1994-06-14 株式会社夢創舎 Wall panel pasting equipment
KR200324655Y1 (en) 2003-06-09 2003-08-25 곽문근 Panel fixing structure of fixing ironware for panel
JP2005097869A (en) * 2003-09-22 2005-04-14 Asahi Kasei Homes Kk Installation structure of projected corner panel
KR100806188B1 (en) * 2007-01-30 2008-02-22 김택균 Apparatus and method for fixing stone-panel
KR100935095B1 (en) * 2009-07-14 2010-01-06 김동균 The outer wall insulation materials and the structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0644920U (en) * 1992-11-18 1994-06-14 株式会社夢創舎 Wall panel pasting equipment
KR200324655Y1 (en) 2003-06-09 2003-08-25 곽문근 Panel fixing structure of fixing ironware for panel
JP2005097869A (en) * 2003-09-22 2005-04-14 Asahi Kasei Homes Kk Installation structure of projected corner panel
KR100806188B1 (en) * 2007-01-30 2008-02-22 김택균 Apparatus and method for fixing stone-panel
KR100935095B1 (en) * 2009-07-14 2010-01-06 김동균 The outer wall insulation materials and the structure

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