KR100646609B1 - Indoor wall of building - Google Patents

Indoor wall of building Download PDF

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Publication number
KR100646609B1
KR100646609B1 KR1020060072815A KR20060072815A KR100646609B1 KR 100646609 B1 KR100646609 B1 KR 100646609B1 KR 1020060072815 A KR1020060072815 A KR 1020060072815A KR 20060072815 A KR20060072815 A KR 20060072815A KR 100646609 B1 KR100646609 B1 KR 100646609B1
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KR
South Korea
Prior art keywords
frame
wall
bolt
building
upper cover
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KR1020060072815A
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Korean (ko)
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한규봉
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주식회사 천일건축엔지니어링 종합건축사사무소
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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
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • 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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • 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
    • E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
    • E04B2/721—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall connections specially adapted therefor
    • 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
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal

Abstract

A structure for stacking indoor walls of a building is provided to easily assemble the indoor wall and increase the construction performance according to the composition of the plural frames and members, and bolts. A structure for stacking indoor walls of a building comprises a floor frame(200) standing-installed with a vertical pin(214) at the longitudinal center; a side frame(300) formed with a bolt hole(312) at the longitudinal side of the Ý‹-shaped body and fixed at another wall by a bolt(600); a center frame(350) projected with a semicircle projection(354) at both sides of the web and formed with a pin hole at the lower surface of the web; a laminating member(400) where a square projection(420) whose width is narrowed is manufactured as an integrally projected shape, and formed with a semicircle groove(424) is formed at the square projection; an upper cover member(400') formed with plural bolt holes at the outside of the box body; a finishing member(500) shaped like a cuboids and longitudinally formed with a bolt hole(512); and a side support member(550) combined at the side surface where the upper cover and finishing members are closely contacted by a bolt(600') and projected with a horizontal plate(556) at the center of one surface of a vertical plate(552).

Description

건축물 내실 벽체 조적 구조물{INDOOR WALL OF BUILDING}Building interior wall masonry structure {INDOOR WALL OF BUILDING}

도 1은 종래 건축물의 내실 벽체를 나타내는 단면도,1 is a cross-sectional view showing the interior wall of a conventional building,

도 2는 본 발명 내실 벽체의 분해 사시도,2 is an exploded perspective view of the inner wall of the present invention,

도 3은 본 발명 내실 벽체의 결합 사시도,3 is a perspective view of the combined inner wall of the present invention,

도 4는 본 발명 내실 벽체의 단면도,4 is a cross-sectional view of the inner wall of the present invention,

도 5는 본 발명 내실 벽체의 확대 단면도,5 is an enlarged cross-sectional view of the inner wall of the present invention;

도 6은 본 발명 내실 벽체의 다른 실시예를 나타내는 도면.6 is a view showing another embodiment of the inner wall of the present invention.

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for main parts of the drawings>

100: 건축물 110: 바닥 슬랩100: architecture 110: floor slab

130: 천정 슬랩 140: 외벽체130: ceiling slab 140: outer wall

200: 바닥 프레임 300: 측면 프레임200: bottom frame 300: side frame

350: 중간 프레임 400: 적층 부재350: intermediate frame 400: laminated member

400': 상부 덮개 부재 500: 마감 부재400 ': top cover member 500: finish member

550: 측면 지지 부재 600,600': 볼트550: side support member 600,600 ': bolt

700: 내실 벽체700: interior wall

본 발명은 건축물 내실 벽체 조적 구조물에 관한 것으로, 특히 건축물의 내실의 비내력벽에 대한 구조를 새롭게 개선하여 조립식으로 입설이 가능하고 내부에 황토가 적층되어 친환경적이며, 시공이 용이한 구조를 가지는 건축물 내실 벽체 조적 구조물에 관한 것이다.The present invention relates to a building interior wall masonry structure, and in particular, it is possible to prefabricated by newly improving the structure for the non-bearing wall of the interior room of the building, and the interior of the building having an eco-friendly, easy-to-install structure with yellow soil stacked inside. A wall masonry structure.

건축물의 벽체(壁體)는 벽을 이루는 구조 부분으로, 완성 벽체는 벽면을 미장, 도장, 붙이기 따위로 마감한 벽체를 말하고 혼성 벽체는 질이 다른 재료를 섞어서 만든 벽체를 말한다.The wall of the building is the structural part that makes up the wall. The finished wall refers to the wall finished by plastering, painting, and pasting the wall, and the hybrid wall refers to a wall made of a mixture of materials of different quality.

이러한 벽체는 차음도(遮音度)가 좋게 시공됨을 원칙으로 하고, 차음도는 벽체나 층막이 소리를 막는 정도로, 벽체의 한쪽에서 들어온 소리의 강도 준위와 벽체를 지나는 소리의 강도 준위의 차이를 이른다.In principle, the wall is constructed with good sound insulation level, and the sound insulation level is such that the wall or layer blocks the sound, and the difference between the intensity level of the sound coming from one side of the wall and the intensity level of the sound passing through the wall. .

일반 건축물 또는 공동주택의 벽체는 내력벽인 경우 콘크리트를 타설하여 시공하고 비내력벽인 경우 벽돌 또는 벽돌 블록을 조적하여 시공된다.Walls of general buildings or multi-family houses are constructed by placing concrete in the case of bearing walls, and by masonry or brick blocks in the case of non-bearing walls.

도 1은 종래 건축물의 내실 벽체를 나타내는 단면도로, 바닥 및 천정 슬랩, 외벽체로 분리 구획되는 건축물(10)의 내실 벽체(20)는 벽돌(22)를 수직방향으로 조적하고 수직한 외표면을 시멘트 모르타르로 미장처리한 몰탈 마감층(24)이 형성된다.1 is a cross-sectional view showing the interior wall of a conventional building, the interior wall 20 of the building 10 divided into a floor and ceiling slab, the outer wall is cemented brick 22 in the vertical direction and vertical cemented outer surface A mortar finish layer 24 plastered with mortar is formed.

즉, 건축물(10)은 시공시 바닥 및 천정 슬랩, 외벽체는 콘크리트를 타설하여 시공하고, 내실 벽체(20)를 벽돌(22)을 조적하여 시공된다.That is, the building 10 is constructed by laying the floor and ceiling slab, the outer wall is concrete, and the inner wall 20 is constructed by masonry brick 22.

이와 같이 내실 벽체(20)는 건축물(10)의 구조적 특징상 비내력벽으로 사용 되는 바, 벽돌(22)과 벽돌 블록을 사용하여 조적되어 시공되게 된다.As described above, the indoor wall 20 is used as a non-bearing wall due to the structural features of the building 10, and is constructed by using bricks 22 and brick blocks.

하지만, 내실 벽체(20)를 시공함에 콘크리트 바닥 슬랩에 먹줄을 이용하여 위치를 잡고 수직도를 잡는데 어려움이 많았고, 이에 따라 내실 벽체(20)가 정확하게 수직도를 유지하도록 조적하기가 어려운 단점이 있다.However, the construction of the boudoir wall 20 is difficult to position and hold the verticality by using a wire to the concrete floor slab, there is a disadvantage that it is difficult to assemble so that the boudoir wall 20 to maintain the verticality exactly .

본 발명은 상술한 내용을 감안하여 안출된 것으로, 본 발명은, 건축물의 내실 벽체를 조립식으로 입설이 가능한 구조로 시공하여 시공성을 향상시킴은 물론, 적층 부재의 내부에 직육면체 형태로 적층되는 황토가 있어 친환경적이며, 필요에 따라 내실에 시공되는 벽체 두께를 조절할 수 있어 차음성도 향상시킬 수 있도록 하는 건축물 내실 벽체 조적 구조물을 제공함을 그 목적으로 한다.The present invention has been made in view of the above-described contents, the present invention, the construction of the interior wall of the building in a prefabricated structure that can be installed in the structure, as well as improve the workability, as well as ocher to be laminated in the rectangular shape inside the laminated member It is environmentally friendly, and it is an object of the present invention to provide a building interior wall masonry structure that can improve the sound insulation by adjusting the thickness of the wall installed in the interior room as needed.

이하, 첨부된 도면을 참조하여 본 발명의 구성 및 시공 순서를 설명한다.Hereinafter, with reference to the accompanying drawings will be described the configuration and construction sequence of the present invention.

도 2는 본 발명 내실 벽체의 분해 사시도이고, 도 3은 본 발명 내실 벽체의 결합 사시도이며, 도 4는 본 발명 내실 벽체의 단면도이고, 도 5는 본 발명 내실 벽체의 확대 단면도이다.2 is an exploded perspective view of the inner wall of the present invention, FIG. 3 is a perspective view of the inner wall of the present invention, FIG. 4 is a cross-sectional view of the inner wall of the present invention, and FIG. 5 is an enlarged cross-sectional view of the inner wall of the present invention.

건축물(100)은 바닥 및 천정 슬랩(110)(130), 외벽체(140)를 콘크리트를 타설하여 시공하고 그 내부 공간에 내실 벽체(700)를 시공하여 다수개의 공간이 구획된다.The building 100 is constructed by placing concrete on the floor, ceiling slab 110, 130, and the outer wall 140, and constructing an inner room wall 700 in the inner space to divide a plurality of spaces.

즉, 건축물(100)의 내부에는 내실 벽체(700)가 시공되어 공간 구획이 완료된다.That is, the interior wall 700 is constructed in the interior of the building 100 to complete the space partition.

상기 내실 벽체(700)는, 바닥 슬랩(110)에 형성된 디귿홈에 하단이 매설되는 바닥 프레임(200)과, 바닥 프레임(200)의 길이방향 좌,우측에 수직하게 입설되어 볼트(600)로 고정되는 측면 프레임(300)과, 바닥 프레임(200)의 길이방향 중앙에 수직하게 입설되는 중간 프레임(350)과, 측면 프레임(300)과 중간 프레임(350)에 다층으로 수직하게 조적되는 적층 부재(400)와, 적층 부재(400)가 다층으로 적층된 상부에 안착되는 상부 덮개 부재(400')와, 측면 프레임(300)과 중간 프레임(350)의 최상부에 적층되어 마감되는 마감 부재(500)와, 상부 덮개 부재(400')와 최상단 마감 부재(500)의 측면에 밀착되고 볼트(600')로 고정되는 측면 지지 부재(550)로 구성된다.The inner wall 700, the bottom frame 200 is embedded in the bottom groove formed in the bottom slab 110, and vertically installed in the longitudinal left, right of the bottom frame 200 to the bolt 600 The side frame 300 to be fixed, the intermediate frame 350 vertically placed in the longitudinal center of the bottom frame 200, and the laminated member vertically laminated in multiple layers on the side frame 300 and the intermediate frame 350 400, the upper cover member 400 ′ mounted on the upper part in which the lamination members 400 are laminated in multiple layers, and the finishing member 500 which is laminated and finished on the top of the side frame 300 and the intermediate frame 350. And a side support member 550 in close contact with the top cover member 400 'and the top finish member 500 and fixed with bolts 600'.

상기 바닥 프레임(200)은 바닥 슬랩(110)에 형성된 디귿홈에 하단이 매설되는 부재로, 바닥 프레임(200)은 디귿형 본체(210)가 바닥 슬랩(110)의 디귿홈에 매설되고 길이방향 중앙에 수직핀(214)이 입설된다.The bottom frame 200 is a member in which the lower end is embedded in the dishing groove formed in the bottom slab 110, the bottom frame 200 is a dishing body 210 is embedded in the dishing groove of the bottom slab 110 and the longitudinal direction The vertical pin 214 is placed in the center.

상기 측면 프레임(300)은, 바닥 프레임(200)의 길이방향 좌,우측에 수직하게 입설되어 볼트(600)로 고정되는 부재로, 측면 프레임(300)은 바닥 프레임(200)과 동일한 형태로 제작되고 바닥 프레임(200)의 디귿형 본체(210)와 같은 디귿형 본체(310)의 길이방향 측면에 볼트홀(312)이 형성된다.The side frame 300 is a member that is placed vertically to the left and right in the longitudinal direction of the bottom frame 200 is fixed by the bolt 600, the side frame 300 is manufactured in the same form as the bottom frame 200 And a bolt hole 312 is formed in the longitudinal side of the dish-shaped body 310 such as the dish-shaped body 210 of the bottom frame 200.

즉, 측면 프레임(300)은 바닥 프레임(200)의 내측에 밀착되어 볼트(600)에 의해 다른 수직한 벽체에 고정되어 입설되게 된다.That is, the side frame 300 is in close contact with the inner side of the bottom frame 200 is fixed to the other vertical wall by the bolt 600 is entered.

상기 중간 프레임(350)은, 바닥 프레임(200)의 길이방향 중앙에 수직하게 입설되는 부재로, 중간 프레임(350)은 H형 단면 형태로 웨브의 양측에 각각 수직하게 반원 돌기(354)가 돌출되고 웨브의 하면에 핀홀(316)이 형성된다.The intermediate frame 350 is a member placed vertically in the longitudinal center of the bottom frame 200, the intermediate frame 350 has a H-shaped cross-section, the semi-circular protrusion 354 is perpendicular to each side of the web, respectively. And a pinhole 316 is formed in the lower surface of the web.

즉, 중간 프레임(350)은 핀홀(316)에 바닥 프레임(200)의 수직핀(214)이 삽입되어 지지되고 중간 프레임(350)과 측면 프레임(300)의 사이에 적층 부재(400)가 다층으로 적층되는 경우 반원 돌기(354)를 통해 안내하게 된다.That is, the intermediate frame 350 is supported by the vertical pin 214 of the bottom frame 200 is inserted into the pinhole 316 and the laminated member 400 is multilayered between the intermediate frame 350 and the side frame 300. When stacked as a guide through the semi-circular protrusion 354.

부연 하자면, 중간 프레임(350)은 H단면 형태로 형성되어 플랜지와 웨브의 양측에 각각 디귿홈이 형성되어 다수개의 적층 부재(400)가 삽입되는 안내 가이드 역할을 담당하게 된다.In other words, the intermediate frame 350 is formed in the form of H cross-sectional grooves are formed on both sides of the flange and the web to serve as a guide guide in which a plurality of laminated members 400 are inserted.

상기 적층 부재(400)는, 측면 프레임(300)과 중간 프레임(350)에 다층으로 수직하게 조적되는 부재로, 적층 부재(400)는 박스체(410)의 일측 상면이 오픈되고 그 박스체(410)의 길이방향 양측에 폭이 축소되는 사각 돌부(420)가 돌출된 일체형 형태이다.The stacking member 400 is a member vertically stacked on the side frame 300 and the intermediate frame 350 in multiple layers. The stacking member 400 has an upper surface of one side of the box body 410 opened and the box body ( A rectangular protrusion 420 having a reduced width on both sides of the longitudinal direction of the 410 is an integral form.

즉, 적층 부재(400)는, 박스체(410)의 내측에 황토 패널(450)이 삽입되고 중간 프레임(350)과 밀착되는 사각 돌부(420)에 반원홈(424)이 형성되어 반원 돌기(354)와 밀착된다.That is, in the laminated member 400, the semicircular groove 424 is formed in the square protrusion 420 in which the ocher panel 450 is inserted inside the box body 410 and is in close contact with the intermediate frame 350. 354).

상기 상부 덮개 부재(400')는, 적층 부재(400)가 다층으로 적층된 상부에 안착되는 부재로, 상부 덮개 부재(400')는 적층 부재(400)와 동일한 형태로 박스체(510)의 외측에 다수개의 볼트홀(312)이 형성된다.The upper cover member 400 ′ is a member seated on an upper part in which the lamination members 400 are stacked in multiple layers, and the upper cover member 400 ′ has the same shape as that of the lamination member 400. A plurality of bolt holes 312 is formed on the outside.

즉, 상부 덮개 부재(400')는 적층 부재(400)가 엎어진 형태로 측면 프레임(300)과 중간 프레임(350)의 사이에 삽입되어 안착된다.That is, the upper cover member 400 ′ is inserted and seated between the side frame 300 and the intermediate frame 350 in a form in which the stacking member 400 is in an upside down state.

상기 마감 부재(500)는, 측면 프레임(300)과 중간 프레임(350)의 최상부에 적층되어 마감되는 부재로, 도 3과 같이 최상면에 다수개가 길이방향으로 연장되어 설치된다.The closing member 500 is a member that is laminated and finished on the top of the side frame 300 and the intermediate frame 350, a plurality of longitudinally extending on the top surface as shown in FIG.

즉, 마감 부재(500)는 측면 프레임(300)과 중간 프레임(350)의 폭과 동일한 폭으로, 직육면체로 형성되고 길이방향에 볼트홀(512)이 형성된다.That is, the closing member 500 is the same width as the width of the side frame 300 and the intermediate frame 350, is formed of a rectangular parallelepiped and a bolt hole 512 is formed in the longitudinal direction.

따라서, 마감 부재(500)는 상부 덮개 부재(400')의 최상단에 다수개가 안착된 상태에서 측면 지지 부재(550)가 밀착되어 볼트(600')로 체결되어 고정된다.Therefore, the closing member 500 is fixed to the side support member 550 is fastened by a bolt 600 'in a state where a plurality of the closing member 500 is seated on the top end of the upper cover member 400'.

상기 측면 지지 부재(550)는, 상부 덮개 부재(400')와 최상단 마감 부재(500)의 측면에 밀착되고 볼트(600')로 고정되는 부재로, 측면 지지 부재(550)는 'ㅓ'자 단면을 가지도록 형성되고, 수직판(552)의 일측면 중앙에 수평판(556)이 일체로 제작된다.The side support member 550 is a member that is in close contact with the side of the upper cover member 400 'and the uppermost finishing member 500 and is fixed by a bolt 600', the side support member 550 is a 'ㅓ' character It is formed to have a cross section, and the horizontal plate 556 is integrally manufactured at the center of one side of the vertical plate 552.

즉, 측면 지지 부재(550)는 수직판(552)의 폭 상,하면에 각각 볼트홀(554)이 형성되어 볼트(600')가 체결된다.That is, the side support member 550 has a bolt hole 554 formed on the upper and lower surfaces of the vertical plate 552, so that the bolt 600 'is fastened.

상술한 내실 벽체(700)의 시공 순서를 설명하기로 한다.The construction procedure of the above-mentioned boudoir wall 700 is demonstrated.

먼저, 건축물(100)에는 바닥 슬랩(110)과 천정 슬랩(130), 외벽체(140)로 구획된 내실 바닥 슬랩(110)에 브레이커를 통해 디귿홈이 형성되고 그 디귿홈에 바닥 프레임(200)의 하단이 매설된다.First, in the building 100, a ditch groove is formed in the inner room floor slab 110 partitioned into a floor slab 110, a ceiling slab 130, and an outer wall 140 through a breaker, and the bottom frame 200 is formed in the dish groove. The bottom of is buried.

즉, 건축물(100)의 내실에는 바닥 슬랩(110)에 디귿홈을 형성하고 그 디귿홈에 바닥 프레임(200)의 하단을 매설하며, 이때 바닥 프레임(200)은 내실 바닥 슬랩(110)에 입설된 다른 벽체에 연하여 설치된다.That is, in the interior of the building 100, a ditch groove is formed in the floor slab 110, and the bottom of the bottom frame 200 is embedded in the ditch groove, and the bottom frame 200 is placed in the interior floor slab 110. Installed on other walls.

다음으로, 바닥 프레임(200)에는 길이방향 양측과 중간에 측면 프레임(300) 과 중간 프레임(350)을 입설한다.Next, the side frame 300 and the intermediate frame 350 is placed in the bottom frame 200 on both sides in the longitudinal direction.

즉, 바닥 프레임(200)의 길이방향 양측에 수직하게 측면 프레임(300)이 입설되어 볼트(600)에 의해 다른 벽체에 고정되고, 바닥 프레임(200)의 길이방향 중간에 수직하게 중간 프레임(350)이 수직핀(214)에 웨브가 삽입되어 입설되며, 이때 중간 프에임(350)에는 도면상 미도시되었지만 별도의 서포트를 이용하여 지지하게 된다.That is, the side frame 300 is vertically installed on both sides of the bottom frame 200 in a vertical direction, and fixed to another wall by the bolt 600, and the middle frame 350 perpendicular to the middle of the bottom frame 200 in the longitudinal direction. ) Is inserted into the vertical pin 214 is inserted into the web, the intermediate frame 350 is not shown in the drawing, but is supported by using a separate support.

다음으로, 측면 프레임(300)과 중간 프레임(350)의 사이에 다층으로 적층 부재(400)를 삽입하여 설치한다.Next, the stacking member 400 is inserted and installed in multiple layers between the side frame 300 and the intermediate frame 350.

즉, 적층 부재(400)에는 내측에 황토가 채움되도록 하고, 황토가 채움된 외측에 황토 망사천으로 감싸져 이루어진 황토 패널을 삽입하며, 상기 황토 패널은 틀과 프레임을 통한 황토의 프레스 가압으로 황토패널이 이루어지도록 하여 프레스 가압에 따른 황토의 강성을 극대화시켜 사용한다.That is, the ocher panel is inserted into the lamination member 400, and the ocher panel is inserted into the ocher-filled outer ocher mesh cloth on the outside of which the ocher is filled, and the ocher panel is ocher by press-pressing the ocher through the frame and the frame. The panel is made and used to maximize the stiffness of the loess due to press pressure.

부연 하자면, 적층 부재(400)가 다층으로 적층되면 최상부에 상부 덮개 부재(400')를 적층하게 되고, 상부 덮개 부재(400')는 적층 부재(400)가 엎어진 형태로 바닥면이 상측으로 가도록 적층된다.In other words, when the stacking members 400 are stacked in a multi-layer, the upper cover member 400 'is stacked on the uppermost part, and the upper cover member 400' is formed such that the bottom surface of the stacking member 400 faces upward. Are stacked.

다음으로, 상부 덮개 부재(400')의 상면에 다수개의 마감 부재(500)를 안착한 후 상부 덮개 부재(400')와 마감 부재(500)가 밀착되는 면에 측면 지지 부재(550)를 볼트(600')로 체결하여 내실 벽체(700)의 시공을 완료한다.Next, after seating the plurality of finishing members 500 on the upper surface of the upper cover member 400 ', the side support member 550 is bolted to the surface on which the upper cover member 400' and the closing member 500 are in close contact. 600 ') to complete the construction of the interior wall 700.

즉, 상부 덮개 부재(400')와 마감 부재(500)에는 각각 볼트홀(312)(512)이 형성되어 있어 측면 지지 부재(500)의 수직판(552)과 수평판(556)이 각각 상부 덮 개 부재(400')와 마감 부재(500)의 측면과 상,하면에 밀착되므로 볼트(600')로 견고하게 체결이 가능하게 된다.That is, bolt holes 312 and 512 are formed in the upper cover member 400 'and the finishing member 500, respectively, so that the vertical plate 552 and the horizontal plate 556 of the side support member 500 are respectively upper. Since the cover member 400 'and the side and the upper and lower surfaces of the closing member 500 is in close contact with each other, the bolt 600' may be firmly fastened.

상술한 건축물(100)의 내실 벽체(700)는 도 3과 같은 외표면을 가지게 되고, 이에 따라 외표면에 도 5와 같이 시멘트 모르타르를 일정두께로 펴서 도포한 몰탈층(160)이 형성되어 마감되게 된다.The interior wall 700 of the building 100 described above has an outer surface as shown in FIG. 3, and thus a mortar layer 160 is formed by applying cement mortar to a predetermined thickness on an outer surface thereof, as shown in FIG. 5. Will be.

이때 도 6과 같이 다른 실시예를 설명하면 도면을 참조하면, 상기 내실 벽체(700)는 측면에서 전해지는 충격력에 지지력이 약한 점을 보완하기 위해 바닥 프레임(200), 황토 패널을 포함한 적층 부재(400), 상부 덮개 부재(400'), 마감 부재(500)가 강봉(S)을 수직으로 입설시켜 지지대봉으로 사용할 수 있게 된다.(도 6 참조)At this time, referring to another embodiment as shown in Figure 6, the interior wall 700 is a laminated member including a bottom frame 200, the ocher panel to compensate for the weak support force to the impact force transmitted from the side ( 400), the upper cover member 400 ', the finishing member 500 can be used as a support rod by vertically entering the steel bar (S). (See Fig. 6)

특히, 도 4,5,6에서는 동일 위치에 내실 벽체(700)가 시공되는 상태가 단면도로 표현되고 있지만 필요에 따라 각 설치 위치를 다르게 하여 내실 벽체(700)가 설치될 수 있는 바, 칸막이벽으로 사용시 그 효율을 향상시킬 수 있게 된다.Particularly, in Figs. 4, 5 and 6, the state in which the interior wall 700 is constructed at the same position is represented by a cross-sectional view. However, the interior wall 700 may be installed by changing the installation positions as necessary. It can be used to improve its efficiency.

상술한 본 발명의 구성에 따른 효과를 하기에 설명한다.The effects of the above-described configuration of the present invention will be described below.

본 발명에 따르면, 내실 벽체를 조립식으로 입설이 가능하도록 바닥 프레임, 2개 1조의 측면 프레임, 다수개의 중간 프레임, 적층 부재, 상부 덮개 부재, 마감 부재, 측면 지지 부재 및 볼트로 구성되어 조립식 시공이 가능하므로 시공성을 향상시킬 수 있은 물론, 적층 부재의 내부에 직육면체 형태로 적층되는 황토가 있어 친환경적인 내실 벽체를 제공하는 효과를 얻을 수 있다.According to the present invention, the prefabricated construction consists of a bottom frame, two sets of side frames, a plurality of intermediate frames, a laminated member, an upper cover member, a closing member, a side support member, and a bolt to prefabricate the internal walls. Since it is possible to improve the workability, of course, there is an ocher to be stacked in the form of a rectangular parallelepiped in the interior of the laminated member can obtain the effect of providing an environmentally friendly interior wall.

또한, 필요에 따라 피아노를 치는 청소년의 방인 경우 내실에 시공되는 벽체 두께를 조절할 수 있어 차음성도 향상시킬 수 있는 효과를 얻을 수 있다.In addition, if the room of the teenager playing the piano as needed can be adjusted to the wall thickness to be constructed in the interior room can be obtained the effect of improving the sound insulation.

Claims (2)

바닥 슬랩, 천정 슬랩, 외벽체, 내실 벽체로 구획되어 실내 공간이 확보되는 건축물에 있어서, In a building partitioned into floor slabs, ceiling slabs, outer walls, interior walls, to secure an interior space, 바닥 슬랩에 형성된 디귿홈에 하단이 매설되는 바닥 프레임은 디귿형 본체가 바닥 슬랩의 디귿홈에 매설되고 길이방향 중앙에 수직핀이 입설된 바닥 프레임; The bottom frame is embedded in the bottom groove in the bottom groove formed in the bottom slab, the bottom frame is embedded in the bottom groove of the bottom-type slab and vertical pins in the longitudinal center; 바닥 프레임의 길이방향 좌,우측에 수직하게 입설되고 바닥 프레임과 동일 형태로 형성되며, 디귿형 본체의 길이방향 측면에 볼트홀이 형성되어 볼트로 다른 벽체에 고정되는 측면 프레임; A side frame vertically installed on the left and right sides of the bottom frame and formed in the same shape as the bottom frame, and having a bolt hole formed in a longitudinal side of the dichroic body and fixed to another wall by a bolt; 바닥 프레임의 길이방향 중앙 수직핀에 하면의 핀홀이 삽입되어 수직하게 입설되고, H형 단면 형태로 웨브의 양측에 반원 돌기가 돌출되고 웨브의 하면에 핀홀이 형성된 중간 프레임; An intermediate frame in which a pinhole of a lower surface is inserted vertically into a longitudinal center vertical pin of the bottom frame, and has a semicircular protrusion protruding from both sides of the web in an H-shaped cross-section, and a pinhole formed on the lower surface of the web; 측면 프레임과 중간 프레임의 사이에 다층으로 수직하게 조적되고, 박스체의 일측 상면이 오픈되며 그 박스체의 길이방향 양측에 폭이 축소되는 사각 돌부가 돌출된 일체형 형태로 제작되고 사각 돌부에 반원홈이 형성된 적층 부재; Between the side frame and the middle frame is vertically erected in multiple layers, the upper surface of one side of the box body is opened and formed in an integral form protruding square protrusions which are reduced in width in both sides of the box body in a semicircular groove A laminated member formed thereon; 적층 부재가 적층된 상부에 적층 부재가 반대로 돌려진 형태로 상부에 안착되고 적층 부재와 동일한 형태로 제작되며, 박스체의 외측에 다수개의 볼트홀이 형성된 상부 덮개 부재; An upper cover member seated on the upper side in a form in which the lamination member is reversely turned on the lamination member and stacked in the same manner as the lamination member, and having a plurality of bolt holes formed on an outer side of the box body; 측면 프레임, 중간 프레임, 상부 덮개 부재가 적층된 최상부에 길이방향으로 다수개 적층되고, 측면 프레임과 중간 프레임의 폭과 동일한 폭으로, 직육면체로 형성되고 길이방향에 볼트홀이 형성된 마감 부재; A finishing member in which a plurality of side frames, an intermediate frame, and an upper cover member are stacked in the longitudinal direction at the top, and having a width equal to the width of the side frames and the intermediate frame, formed of a rectangular parallelepiped and formed with bolt holes in the longitudinal direction; 상부 덮개 부재와 마감 부재가 서로 밀착된 측면에 볼트로 체결되어 고정되고, ㅓ자 단면 형태로 수직판의 일측면 중앙에 수평판이 돌출되어 일체로 제작되며, 수직판의 폭 상,하면에 각각 볼트홀이 형성되어 볼트가 체결되는 측면 지지 부재;로 구성된 내실 벽체가 이용되는 것을 특징으로 하는 건축물 내실 벽체 조적 구조물.The upper cover member and the closing member are fastened by bolts fixed to the side in close contact with each other, and the horizontal plate protrudes in the center of one side of the vertical plate in a U-shaped cross-section, and is integrally manufactured. A boudoir wall masonry structure, characterized in that the boudoir wall consisting of a hole is formed to the side support member to which the bolt is fastened. 제1항에 있어서, The method of claim 1, 적층 부재는 박스체의 내측에 황토 패널이 적층되어 사용되는 것을 특징으로 하는 건축물 내실 벽체 조적 구조물.The laminated member is a building interior wall masonry structure, characterized in that the ocher panels are laminated and used inside the box body.
KR1020060072815A 2006-08-02 2006-08-02 Indoor wall of building KR100646609B1 (en)

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KR101071364B1 (en) * 2009-01-07 2011-10-11 성균관대학교산학협력단 Assembly structure of building block
KR101155880B1 (en) * 2011-05-20 2012-06-20 이정화 Interior structure using loess block and installation method of the same
WO2012161419A2 (en) * 2011-05-20 2012-11-29 Lee Jeong Wha Interior structure using loess blocks
KR101861837B1 (en) * 2017-12-29 2018-05-28 박재홍 Wall Structure with Wedge-Shape Joint Block and Frame and Wall Construction Method Using This Structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100689603B1 (en) * 2006-12-15 2007-03-02 (주)제인종합건축사사무소 Inside wall of assembly using architecture
KR101071364B1 (en) * 2009-01-07 2011-10-11 성균관대학교산학협력단 Assembly structure of building block
KR101155880B1 (en) * 2011-05-20 2012-06-20 이정화 Interior structure using loess block and installation method of the same
WO2012161419A2 (en) * 2011-05-20 2012-11-29 Lee Jeong Wha Interior structure using loess blocks
WO2012161419A3 (en) * 2011-05-20 2013-01-17 Lee Jeong Wha Interior structure using loess blocks
KR101861837B1 (en) * 2017-12-29 2018-05-28 박재홍 Wall Structure with Wedge-Shape Joint Block and Frame and Wall Construction Method Using This Structure
WO2019132264A1 (en) * 2017-12-29 2019-07-04 박재홍 Wall structure using blocks and frames with wedge-type coupling part formed therein and method for constructing wall using same
CN111315943A (en) * 2017-12-29 2020-06-19 朴宰弘 Wall structure using block and frame formed with wedge-shaped joint and wall construction method using the same
US10822792B2 (en) 2017-12-29 2020-11-03 Jea Hong Park Wall structure using blocks and frames with wedge-type coupling part formed therein and method for constructing wall using same
JP2021502501A (en) * 2017-12-29 2021-01-28 セン ブロック カンパニー、リミテッド A wall structure using a block and a frame on which a wedge-shaped joint is formed, and a method of constructing a wall using this
CN111315943B (en) * 2017-12-29 2021-07-30 朴宰弘 Wall structure using block and frame formed with wedge-shaped joint and wall construction method using the same

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