KR101270075B1 - Pc wall with rib-pannel for structrue - Google Patents

Pc wall with rib-pannel for structrue Download PDF

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Publication number
KR101270075B1
KR101270075B1 KR1020130002065A KR20130002065A KR101270075B1 KR 101270075 B1 KR101270075 B1 KR 101270075B1 KR 1020130002065 A KR1020130002065 A KR 1020130002065A KR 20130002065 A KR20130002065 A KR 20130002065A KR 101270075 B1 KR101270075 B1 KR 101270075B1
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South Korea
Prior art keywords
wall
wall panel
rib
panel
concrete
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KR1020130002065A
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Korean (ko)
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정호완
최일섭
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(주)연우건축구조기술사사무소
정도건설 주식회사
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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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • 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
    • E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE: A PC wall with excellent construction assemblability is provided to improve the structural integrity of a joint by a strand and an erection bar and structural stability by a finishing plate and a supporting rib. CONSTITUTION: A PC wall with excellent construction assemblability comprises a wall panel(100), a finish board(200), and a support rib. The finish board is formed in the top and bottom ends of the wall panel into a haunch form. Both ends of the wall panel are formed with the support rib for partitioning an inside space part. The finish plates face each other by the medium of the wall panel. The PC wall is internally arranged with a strand(120) and is fastened by a main bar(110) and a strip(130). The PC wall comprises a bent erection bar(140) which is partially embedded into the top and bottom for joining to a top slab(50) and floor foundation concrete(60). [Reference numerals] (AA) PC wall

Description

시공 조립성이 우수한 외벽용 피씨 월{PC wall with rib-pannel for structrue}PC wall with rib-pannel for structrue}

본 발명은 대형 물류 창고 등을 포함한 각종 구조물을 시공함에 있어서, 층고가 높은 구조물에 대한 벽체 시공시 작업이 간편하고 조립성이 우수함은 물론 각 피씨(PC, Precast Concrete) 월 간의 접합부, 바닥부(기초 콘크리트) 및 천정부(상판 슬래브)와의 접합부, 피씨 기둥과 피씨 월 간의 접합부 등 물류 창고의 전체적인 접합부 구조 일체성이 크게 향상되도록 형성되어 견고한 품질을 보장하며, 월 패널로부터 돌출된 마감판과 지지리브 및 보강리브에 의해 종전 대비 구조 강성(안정성)은 향상시키는 반면 콘크리트 사용량은 현저하게 절감하여 생산성과 경제성이 크게 개선되는 것을 특징으로 하는 시공 조립성이 우수한 외벽용 피씨 월에 관한 것이다.The present invention in the construction of a variety of structures, including large warehouses, such as the wall construction for high-rise structure is easy to work and excellent assembly, as well as joints between each PC (Precast Concrete) wall, floor ( It is formed to greatly improve the integrity of the overall joint structure of the warehouse, such as the connection between the foundation concrete) and the ceiling (top slab), and the connection between the PC column and the PC wall, to ensure solid quality, and to close the finishing plate and support ribs protruding from the wall panel. And the reinforcing ribs to improve the structural stiffness (stability) compared to the previous, while the concrete usage is significantly reduced, the productivity and economics relates to a PC wall for excellent external wall assembly excellent construction.

일반적으로 구조물 또는 건축물은 통상 터파기(토목공사) 후 기초(바닥)를 만들고 그 위에 거푸집을 이용하여 RC공법에 의한 현장콘크리트로 외벽을 시공한 후 그 외벽 상단부에 슬래브를 형성하게 된다.In general, a structure or a building is usually made after the excavation (civil engineering) and the foundation (floor) and by using the formwork on the outside of the concrete by the construction site by the RC method to form a slab on the top of the outer wall.

그러나, 상기 RC공법에 의한 외벽 시공은 벽체를 세우기 위하여 거푸집을 설치한 후, 그 거푸집에 콘크리트를 타설하여 콘크리트 벽체가 경화되어야 다음의 공정을 진행할 수 있으므로 거푸집을 일일이 설치하였다가 제거해야 하는 번거로움이 있으며, 이에 따른 공사기간이 길어지게 되는 단점이 있다.However, in the exterior wall construction by the RC method, after the formwork is installed to erect the wall, the concrete wall must be cured by placing concrete in the formwork so that the following process can proceed, so that the formwork must be installed and removed every day. There is a disadvantage in that the construction period is lengthened accordingly.

또한, 층고가 높아 외벽의 높이가 높아질 경우 거푸집에 작용하는 측압이 상당히 커지게 되므로 안전상에 문제가 발생할 수도 있으며, 현장 타설 콘크리트로 시공할 시 많은 건설 폐기물들이 발생하여 환경을 오염시키는 원인이 되었다.In addition, when the height of the outer wall is high due to the height of the floor, the side pressure acting on the formwork increases considerably, which may cause a safety problem.

또한, 물류 창고 등과 같은 대공간 구조물의 경우에는 통상 10m 내외의 층고를 갖는 외부벽체를 요하게 되는 바, 이러한 구조에서 RC공법은 공사 기간이 길어지게 되고, 수 많은 거푸집 및 각종 부자재 소요에 따른 작업성과 생산성이 크게 저하되며, 시공시 안전상의 문제가 계속 발생하고 있는 실정이다.
In addition, in the case of large space structures such as logistics warehouse, etc., an external wall having a floor height of about 10 m is usually required. In this structure, the RC construction method requires a long construction period, and the work performance according to a large number of formwork and various subsidiary materials requirements is required. Productivity is greatly reduced, and safety problems continue to occur during construction.

본 발명은 상술한 문제점을 해결하기 위한 것으로, 그 기술적 요지는 층고가 높은 구조물에 대한 벽체 시공시 작업이 간편하고 조립성이 우수한 피씨 월을 제공하되, 상기 피씨 월은 이웃한 타측 피씨 월 간의 접합부 또는 피씨 월과 바닥부(기초 콘크리트) 및 천정부(상판 슬래브)와의 접합부, 피씨 기둥과 피씨 월 간의 접합부 등 물류 창고의 전체적인 접합부의 구조 일체성이 크게 향상되도록 형성되어 견고한 품질을 보장하며, 월 패널로부터 돌출된 마감판과 지지리브 및 보강리브에 의해 종전 대비 구조 강성(안정성)은 향상시키는 반면 콘크리트 사용량은 현저하게 절감하여 생산성과 경제성이 크게 개선되는 것을 특징으로 하는 시공 조립성이 우수한 외벽용 피씨 월을 제공함에 그 목적이 있다.
The present invention is to solve the above-mentioned problems, the technical gist of the wall construction for the high-rise structure is easy to work and provides excellent PC wall, the PC wall is the junction between the neighboring other PC wall Or, the structural integrity of the entire joint of the warehouse, such as the joint between the PC wall and the bottom (base concrete) and ceiling (top slab), the PC column and the PC wall, is formed to greatly improve the structural integrity. Finishing plate, support rib, and reinforcing rib protruded from the structure improves structural rigidity (stability) compared to the past, while significantly reducing the amount of concrete used, significantly improving productivity and economy. The purpose is to provide a month.

이러한 목적을 달성하기 위해 본 발명은 상하로 길이를 갖는 월 패널(100)의 상단과 하단에 상기 월 패널(100)과 직교된 방향으로 연장된 헌치 형태의 마감판(200)이 형성되고, 상하 마감판(200)이 마주보는 월 패널(100)의 양단부에는 내부 공간부(300)를 구획하는 지지리브(400)가 형성되며, 지지리브(400)의 외주 면상에는 내측으로 식각된 지수재홈(410)과 합성홈(420)이 형성되고, 상기 합성홈(420)은 이웃한 월 패널의 합성홈과 대응시 현장 타설되도록 하되, 월 패널 간의 구조 일체화를 이루도록 강연선(10)이 지지리브(400)를 관통하면서 앵커플레이트(20)와 와셔(30) 및 너트(40)에 의해 조립되도록 구성된다.In order to achieve the above object, the present invention is formed on the top and bottom of the wall panel 100 having a length up and down is formed in the finish plate 200 of the haunt form extending in the direction orthogonal to the wall panel 100, At both ends of the wall panel 100 facing the closing plate 200, support ribs 400 are formed to partition the internal space 300, and the index grooves etched inward on the outer circumferential surface of the support ribs 400 ( 410 and a compound groove 420 is formed, the compound groove 420 is to be cast in the field when corresponding to the compound groove of the neighboring wall panel, the strand 10 is supported rib 400 to achieve the structural integration between the wall panel It is configured to be assembled by the anchor plate 20, the washer 30 and the nut 40 while passing through).

이때, 상기 피씨 월은 내부에 스트랜드(120:STRAND)가 배치되고, 주근(110)이 스트럽(130)에 의해 결속되도록 형성되며, 상부 및 하부에 일부 매입 후 분기되어 절곡된 조립근(140)이 형성되어 상부 슬래브(50) 및 바닥 기초 콘크리트(60)와 합성 결합되도록 하는 것이 바람직하다.In this case, the PC wall has a strand 120 (STRAND) is disposed therein, the main root 110 is formed so as to be bound by the stirrup 130, branched after bending partially buried in the upper and lower assembly 140 ) Is preferably formed to be synthetically bonded to the upper slab 50 and the bottom foundation concrete 60.

또한, 상기 피씨 월은 지지리브(400) 사이 중앙부에 상,하 마감판(200)과 일체로 맞닿으며 월 패널(100)로부터 돌출된 보강리브(500)가 더 구비되어 대공간 물류 창고에 대한 벽체 구조 강성이 향상되도록 하는 것이 바람직하다.In addition, the PC wall is integrally in contact with the upper and lower finishing plate 200 in the central portion between the support ribs 400 and is further provided with a reinforcing rib 500 protruding from the wall panel 100 for the large-space logistics warehouse It is desirable to improve the wall structure rigidity.

이에, 상기 피씨 월은 피씨 기둥(70)과 결합시 이웃한 피씨 월과 일정 간격을 두고 각 지지리브(400)가 피씨 기둥(70)의 일면 양단부 측에 각각 배치되면, 피씨 기둥(70)으로부터 배근된 결합용 커플러(71)에 연결근(80)이 조립된 후 간격에 의해 형성된 합성존(90)에 현장 콘크리트(C)를 타설하여 양생하도록 하는 것이 바람직하다.Thus, when the PC wall is coupled to the PC column 70 and each support rib 400 is disposed on both sides of one side of the PC column at a predetermined interval from the neighboring PC wall, from the PC column 70 After the connecting muscle 80 is assembled to the coupled coupler 71 arranged in the reinforcement, it is preferable to pour the site concrete (C) in the composite zone 90 formed by the spacing to cure.

또한, 상기 피씨 월은 피씨 기둥(70)과 결합시 합성존(90)의 내부로 피씨 기둥(70)의 돌출 블럭(72)이 인입되어 현장 콘크리트(C)에 의해 합성되도록 하는 것이 바람직하다.In addition, when the PC wall is combined with the PC pillar 70, the protruding block 72 of the PC pillar 70 is introduced into the synthesis zone 90 so that the PC wall 70 may be synthesized by the site concrete (C).

아울러, 상기 피씨 월은 피씨 기둥(70)과 결합시 합성존(90)의 외곽부에 스트럿(610)을 갖는 피씨 판(600)을 기립시킨 후 연결근(80)과 조립한 뒤 현장 콘크리트(C)를 타설하도록 하는 것이 바람직하다.
In addition, the PC wall is standing up the PC plate 600 having a strut 610 in the outer portion of the composite zone 90 when combined with the PC column 70, assembled with the connecting muscle 80 and then the site concrete ( It is desirable to cast C).

도 1은 본 발명에 따른 피씨 월과 기초 콘크리트 및 슬래브가 결합된 상태를 나타낸 일 예시도,
도 2 내지 도 4는 본 발명에 따른 피씨 월의 일 실시예를 나타낸 예시도,
도 5 내지 도7은 본 발명에 따른 피씨 월의 다른 실시예를 나타낸 예시도,
도 8 내지 도 10은 본 발명에 따른 피씨 월과 피씨 기둥의 접합 상태를 나타낸 예시도이다.1 is an exemplary view showing a state in which the PC wall and the base concrete and the slab is coupled according to the present invention,
2 to 4 is an exemplary view showing an embodiment of a PC wall according to the present invention,
5 to 7 is an exemplary view showing another embodiment of the PC wall according to the present invention,
8 to 10 are exemplary views showing a bonding state of the PC wall and the PC column according to the present invention.

다음은 첨부된 도면을 참조하며 본 발명을 보다 상세히 설명하겠다.DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the accompanying drawings.

먼저 도 1 내지 도 4에 도시된 바와 같이, 본 발명은 프리캐스트 콘크리트로 형성된 피씨 월로서, 크게 월 패널과 마감판 그리고 지지리브로 구성된다.First, as shown in FIGS. 1 to 4, the present invention is a PC wall formed of precast concrete, and is largely composed of a wall panel, a finish plate, and a support rib.

이를 보다 자세히 살펴보면, 본 발명의 피씨 월은 상하로 길이를 갖는 월 패널(100)의 상단과 하단에 상기 월 패널(100)과 직교된 방향으로 연장된 헌치 형태의 마감판(200)이 형성되고, 상하 마감판(200)이 마주보는 월 패널(100)의 양단부에는 내부 공간부(300)를 구획하는 지지리브(400)가 형성된다.Looking at this in more detail, the PC wall of the present invention is formed on the top and bottom of the wall panel 100 having a length up and down is formed of a finish plate 200 of the hunt type extending in the direction orthogonal to the wall panel 100 On both ends of the wall panel 100 facing the upper and lower finishing plates 200, support ribs 400 are formed to partition the internal space 300.

이때, 지지리브(400)의 외주 면상에는 내측으로 식각된 지수재홈(410)과 합성홈(420)이 형성되고, 상기 합성홈(420)은 이웃한 월 패널의 합성홈과 맞닿을 시 현장 타설되도록 하되, 월 패널 간의 구조 일체화를 이루도록 강연선(10)이 지지리브(400)를 관통하면서 앵커플레이트(20)와 와셔(30) 및 너트(40)에 의해 조립되도록 구성된다. 이는 피씨 월 간의 구조 연속성을 확보하기 위함이다.At this time, on the outer circumferential surface of the support rib 400 is formed the index groove 410 and the composite groove 420 etched inward, the composite groove 420 when the site is in contact with the composite groove of the adjacent wall panel The strand wire 10 is configured to be assembled by the anchor plate 20, the washer 30, and the nut 40 while penetrating the support rib 400 to achieve structural integration between the wall panels. This is to ensure structural continuity between PC Walls.

한편, 상기 피씨 월은 내부에 스트랜드(120:STRAND)가 배치되고, 주근(110)이 스트럽(130)에 의해 결속되도록 형성되며, 상부 및 하부에 일부 매입 후 분기되어 절곡된 조립근(140)이 형성되어 상부 슬래브(50) 및 바닥 기초 콘크리트(60)와 합성 결합되도록 하는 것이 바람직하다. 이는 피씨 월과 기초 콘크리트 및 상부 슬래브 간의 구조 연속성을 확보하기 위함이다.Meanwhile, the PC wall has a strand 120 disposed therein, and the main root 110 is formed to be bound by the stirrup 130, and after being partially buried in the upper and lower portions, the assembled root 140 is bent. ) Is preferably formed to be synthetically bonded to the upper slab 50 and the bottom foundation concrete 60. This is to ensure structural continuity between the PC wall and the foundation concrete and the upper slab.

또한, 상기 피씨 월은 도 5 내지 도 7에 도시된 바와 같이 지지리브(400) 사이 중앙부에 상,하 마감판(200)과 일체로 맞닿으며 월 패널(100)로부터 돌출된 보강리브(500)가 더 구비되어 대공간 물류 창고에 대한 벽체 구조 강성이 향상되도록 하는 것이 바람직하다.In addition, the PC wall is integrally in contact with the upper and lower finishing plate 200 in the center portion between the support ribs 400, as shown in Figure 5 to 7 reinforcement ribs 500 protruding from the wall panel 100 It is preferable to further provide a wall structure rigidity for the large space logistics warehouse.

이때, 보강리브는 도시된 바와 같이, 좌우측 지지리브에 비해 단면적이 크게 형성되도록 하고, 상기 지지리브는 보강리브에 비해 단면적이 다소 좁게 형성되어 내측에서 집중적으로 받는 분산 응력을 크게 확보하도록 하기 위함이다.At this time, the reinforcing ribs are formed to have a larger cross-sectional area than the left and right support ribs as shown, and the support ribs are formed to have a narrower cross-sectional area than the reinforcing ribs to secure a largely distributed stress received from the inside. .

이에, 상기 피씨 월은 피씨 기둥(70)과 결합시 도 8에 도시된 바와 같이, 일 실시예로서 이웃한 피씨 월과 일정 간격을 두고 각 지지리브(400)가 피씨 기둥(70)의 일면 양단부 측에 각각 배치되면, 피씨 기둥(70)으로부터 배근된 결합용 커플러(71)에 연결근(80)이 조립된 후 간격에 의해 형성된 합성존(90)에 현장 콘크리트(C)를 타설하여 양생하도록 하는 것이 바람직하다.Thus, when the PC wall is combined with the PC column 70, as shown in FIG. 8, as an embodiment, each support rib 400 is disposed at both ends of one side of the PC column 70 at a predetermined interval from a neighboring PC wall. When each is disposed on the side, the connection root 80 is assembled to the coupling coupler 71 reinforcement from the PC pillar 70 after the site concrete (C) is poured into the composite zone 90 formed by the spacing to cure It is desirable to.

또한, 상기 피씨 월은 피씨 기둥(70)과 결합시 도 9에 도시된 바와 같이, 다른 실시예로서 합성존(90)의 내부로 피씨 기둥(70)의 돌출 블럭(72)이 인입되어 현장 콘크리트(C)에 의해 합성되도록 하는 것이 바람직하다.In addition, when the PC wall is combined with the PC pillar 70, as shown in FIG. 9, in another embodiment, the protruding block 72 of the PC pillar 70 is introduced into the interior of the composite zone 90 so that the site concrete It is preferable to make it synthesize | combine by (C).

이에, 상기 돌출 블럭은 피씨 기둥으로부터 매입된 연장근이 연결근과 결속되어 일체로 연결되는 것이 바람직하다. 이는 구조 일체화를 유도하기 위함이다.Thus, it is preferable that the protruding block is integrally connected to the extension muscles embedded from the PC pillar by being connected to the connection muscles. This is to induce structural integration.

이때, 합성존의 외측에는 현장 콘크리트의 타설 전에 거푸집으로 마감처리 한 후 양생시키도록 한 뒤 이후 걷어내도록 형성된다.At this time, the outer side of the composite zone is formed so as to cure after finishing the formwork before the casting of the site concrete, and then kicked out.

아울러, 상기 피씨 월은 피씨 기둥(70)과 결합시 도 10에 도시된 바와 같이, 또 다른 실시예로서 합성존(90)의 외곽부에 스트럿(610)을 갖는 피씨 판(600)을 기립시킨 후 연결근(80)과 조립한 뒤 현장 콘크리트(C)를 타설하도록 하는 것이 바람직하다.In addition, when the PC wall is combined with the PC pillar 70, as shown in FIG. 10, as another embodiment, the PC plate 600 having the struts 610 stands on the outer portion of the synthesis zone 90. After assembling with the connecting muscle 80, it is preferable to cast the site concrete (C).

즉, 상기 피씨 판은 프리캐스트 콘크리트로 형성된 판체로서, 거푸집을 대신하도록 함으로써, 거푸집의 사용 없이 바로 접합되도록 함으로써, 구조 연속성과 일체성을 신속하고 안정적으로 확보하기 위함이다.
That is, the PC plate is a plate formed of precast concrete, so as to replace the formwork, to be directly bonded without the use of formwork, to ensure fast and stable structural continuity and integrity.

본 발명은 상술한 특정의 바람직한 실시예에 한정되지 아니하며, 청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 고안이 속하는 기술분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변형실시가 가능한 것은 물론이고, 그와 같은 변경은 청구범위 기재의 범위 내에 있게 된다.
It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the present invention as defined by the appended claims and their equivalents. Of course, such modifications are within the scope of the claims.

10 ... 강연선 20 ... 앵커플레이트
30 ... 와셔 40 ... 너트
50 ... 슬래브 60 ... 기초 콘크리트
70 ... 피씨 기둥 71 ... 커플러
72 ... 돌출 블럭 80 ... 연결근
90 ... 합성존
100 ... 월 패널 110 ... 주근
120 ... 스트랜드 130 ... 스트럽
140 ... 조립근 200 ... 마감판
300 ... 공간부 400 ... 지지리브
410 ... 지수재 홈 420 ... 합성홈
500 ... 보강리브 600 ... 피씨 판
610 ... 스트럿 C ... 현장 콘크리트10 ... strand 20 ... anchor plate
30 ... washers 40 ... nuts
50 ... slab 60 ... foundation concrete
70 ... PC Post 71 ... Coupler
72 ... protruding block 80 ... connection root
90 ... Synthetic Zone
100 ... Wall Panel 110 ... Freckle
120 ... Strand 130 ... Stirrup
140 ... Assembly root 200 ... Finishing plate
300 ... space 400 ... support rib
410 ... Index groove 420 ... Composite groove
500 ... Reinforcement rib 600 ... PC board
610 ... Strut C ... Field Concrete

Claims (6)

상하로 길이를 갖는 판 형태의 월 패널(100)은 양단부에 월 패널(100)과 직교된 방향으로 연장된 지지리브(400)가 형성되고, 지지리브(400)의 외주 면상에는 지수재홈(410)과 합성홈(420)이 형성되어 이웃한 월 패널의 합성홈과 맞닿을 시 현장 타설되도록 형성되며, 폭방향으로 나란한 월 패널(100)들은 구조 일체화를 이루도록 강연선(10)이 지리리브(400)를 관통하면서 앵커플레이트(20)와 와셔(30) 및 너트(40)에 의해 조립되도록 형성되고, 월 패널(100) 및 지지리브(200) 내부에는 스트랜드(120:STRAND)가 배치되면서 주근(110)이 스트럽(130)에 의해 결속되도록 형성되며, 상부 및 하부에는 일부 매입 후 분기되어 절곡된 조립근(140)이 형성되어 상부 슬래브(50) 및 바닥 기초 콘크리트(60)와 합성 결합되도록 형성되는 피씨 월에 있어서,
상기 월 패널(100)은 상단과 하단에 지지리브(400)를 연결하면서 월 패널(100)과 직교된 방향으로 연장된 마감판(200)이 헌치 형태를 이루도록 형성되고, 상하 마감판(200)과 일체로 연결된 지지리브(400)는 월 패널(100)과 함께 내부 내부 공간부(300)를 구획하도록 하는 것을 특징으로 하는 시공 조립성이 우수한 외벽용 피씨 월.The wall panel 100 having a length up and down has a support rib 400 extending in a direction orthogonal to the wall panel 100 at both ends, and the index groove 410 is formed on the outer circumferential surface of the support rib 400. ) And a compound groove 420 is formed to be cast in the field when it is in contact with the compound groove of the neighboring wall panel, the wall panel 100 side by side in the width direction to form a structural integration of the strands 10 to the geo rib (400) While being penetrated by the anchor plate 20, the washer 30, and the nut 40, the strands 120 are disposed inside the wall panel 100 and the support ribs 200. 110 is formed to be bound by the stirrup 130, the upper part and the lower part is formed after the partial buried bent assembly root 140 is formed so as to be combined with the upper slab 50 and the bottom foundation concrete (60). In the PC wall formed,
The wall panel 100 is formed such that the finishing plate 200 extending in the direction orthogonal to the wall panel 100 forms a haunch shape while connecting the support ribs 400 to the upper and lower ends, and the upper and lower finishing plates 200. The support rib 400 is integrally connected with the wall panel 100, wall wall excellent construction assemblage, characterized in that to partition the inner inner space 300 together. 삭제delete 제 1항에 있어서, 상기 피씨 월은 지지리브(400) 사이 중앙부에 상,하 마감판(200)과 일체로 맞닿으며 월 패널(100)로부터 돌출된 보강리브(500)가 더 구비되어 대공간 물류 창고에 대한 벽체 구조 강성이 향상되도록 하는 것을 특징으로 하는 시공 조립성이 우수한 외벽용 피씨 월.According to claim 1, The PC wall is integrally in contact with the upper and lower finishing plate 200 in the center between the support ribs 400, the reinforcement ribs 500 protruding from the wall panel 100 is further provided a large space Wall wall for excellent wall-mounting, characterized in that to improve the rigidity of the wall structure for the distribution warehouse. 제 3항에 있어서, 상기 피씨 월은 피씨 기둥(70)과 결합시 이웃한 피씨 월과 일정 간격을 두고 각 지지리브(400)가 피씨 기둥(70)의 일면 양단부 측에 각각 배치되면, 피씨 기둥(70)으로부터 배근된 결합용 커플러(71)에 연결근(80)이 조립된 후 간격에 의해 형성된 합성존(90)에 현장 콘크리트(C)를 타설하여 양생하도록 하는 것을 특징으로 하는 시공 조립성이 우수한 외벽용 피씨 월.According to claim 3, When the PC wall is coupled with the PC column 70, each support rib 400 is disposed at both ends of one side of the PC column at a predetermined interval from the neighboring PC wall, PC pillar Construction assembly characteristics, characterized in that by placing the site concrete (C) in the composite zone 90 formed by the interval after the connecting muscle 80 is assembled to the coupling coupler (71) reinforcement from the (70) This excellent exterior PC wall. 제 4항에 있어서, 상기 피씨 월은 피씨 기둥(70)과 결합시 합성존(90)의 내부로 피씨 기둥(70)의 돌출 블럭(72)이 인입되어 현장 콘크리트(C)에 의해 합성되도록 하는 것을 특징으로 하는 시공 조립성이 우수한 외벽용 피씨 월.5. The method of claim 4, wherein the PC wall has a protrusion block 72 of the PC pillar 70 introduced into the composite zone 90 when combined with the PC pillar 70 so as to be synthesized by the in-situ concrete C. 6. An external wall PC wall having excellent workability. 제 4항 또는 제 5항에 있어서, 상기 피씨 월은 피씨 기둥(70)과 결합시 합성존(90)의 외곽부에 스트럿(610)을 갖는 피씨 판(600)을 기립시킨 후 연결근(80)과 조립한 뒤 현장 콘크리트(C)를 타설하도록 하는 것을 특징으로 하는 시공 조립성이 우수한 외벽용 피씨 월.
According to claim 4 or 5, wherein the PC wall is coupled to the PC post 70 after standing the PC plate 600 having a strut 610 on the outer portion of the composite zone 90 ) And wall wall for excellent construction assemblage, characterized in that to cast on-site concrete (C) after assembling.
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KR102461466B1 (en) 2021-07-27 2022-10-31 김미숙 Construction method of reinforced concrete structure using triangular stud frame
KR20230109982A (en) 2022-01-14 2023-07-21 이화여자대학교 산학협력단 PC half-slab construction method for quick construction of precast concrete apartment house

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KR101192362B1 (en) * 2012-05-15 2012-10-17 삼표건설 주식회사 Half pc slab with additional strengthening of shearing resistance force

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102461466B1 (en) 2021-07-27 2022-10-31 김미숙 Construction method of reinforced concrete structure using triangular stud frame
KR20230109982A (en) 2022-01-14 2023-07-21 이화여자대학교 산학협력단 PC half-slab construction method for quick construction of precast concrete apartment house

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