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KR20070097891A - Precast concrete panel with mortar and its method of construction - Google Patents

Precast concrete panel with mortar and its method of construction Download PDF

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Publication number
KR20070097891A
KR20070097891A KR1020060028742A KR20060028742A KR20070097891A KR 20070097891 A KR20070097891 A KR 20070097891A KR 1020060028742 A KR1020060028742 A KR 1020060028742A KR 20060028742 A KR20060028742 A KR 20060028742A KR 20070097891 A KR20070097891 A KR 20070097891A
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KR
South Korea
Prior art keywords
concrete
construction
concrete panel
precast
panel
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KR1020060028742A
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Korean (ko)
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황진원
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황진원
(주)한주 에이치앤씨
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Priority to KR1020060028742A priority Critical patent/KR20070097891A/en
Publication of KR20070097891A publication Critical patent/KR20070097891A/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8676—Wall end details

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

A precast concrete panel with mortar and a method of constructing the same are provided to perform a framework construction quickly and easily for constructing a sidewall and a inter-layer when building an apartment. A precast concrete panel includes a precast concrete panel(100), a reinforced wire(200), and a wall structure(10). The concrete panel(100) is formed by installing a plurality of concrete side walls formed the inside with a supporting wire in parallel to each other. The reinforced wire(200) fixes both sides of the supporting wire, which is formed in the space of the concrete panel(100), in a zig-zag manner. The wall structure(10) is formed by using mortar buried in the space of the concrete panel formed by the reinforced wire(200).

Description

현장콘크리트 충진식 프리캐스트 콘크리트 패널 및 그 시공방법{Precast Concrete panel with mortar and its method of construction}Precast Concrete panel with mortar and its method of construction

도 1은 본 발명에 따른 건축물 시공의 예시를 나타낸 사시도,1 is a perspective view showing an example of building construction according to the present invention,

도 2는 본 발명에 따른 측벽 및 층간 시공을 나타낸 개략적 사시도,Figure 2 is a schematic perspective view showing the side wall and interlayer construction according to the present invention,

도 3은 본 발명에 따른 측벽 시공을 나타낸 평단면도,3 is a plan sectional view showing a side wall construction according to the present invention;

도 4는 본 발명에 따른 시공방법을 도시한 블럭도이다.4 is a block diagram showing a construction method according to the present invention.

- 주요 도면부호에 따른 설명 --Description according to the main reference numerals-

10 ... 구조벽체 11 ... 상부구조벽체10 ... structural walls 11 ... superstructure walls

12 ... 수직접합용 프리캐스트 부재12 ... precast members for vertical splice

100 ... 콘크리트 패널 110 ... 지지철근100 ... concrete panels 110 ... supporting bars

200 ... 보강철근 300 ... 현장콘크리트200 ... rebar 300 ... on-site concrete

본 발명은 현장콘크리트 충진식 프리캐스트 콘크리트 패널 및 그 시공방법에 관한 것으로, 그 기술적 요지는 아파트 및 다세대 공동주택 등의 건축물 시공 시 측벽 및 층간을 시공하는 골조공사의 신속함과 수월한 작업을 도모하도록 하기 위함으로, 특히 내측에 공간부가 형성된 프리캐스트 부재를 설계에 따라 축조한 후 현장콘크리트를 상기 공간부에 충진시킴으로써, 콘크리트 타설에 따른 골조공사의 시공이 용이한 반면, 내구성이 우수하여 생산성이 높은 현장콘크리트 충진식 프리캐스트 콘크리트 패널 및 그 시공방법에 관한 것이다.The present invention relates to on-site concrete-filled precast concrete panel and its construction method, the technical gist of which is to facilitate the quick and easy work of framing work for the construction of side walls and floors when building buildings such as apartments and multi-family multi-unit houses. In order to achieve the following, in particular, by constructing a precast member having a space portion formed therein according to the design, and filling the site concrete with the field concrete, the construction of the frame construction according to the concrete placement is easy, while the durability is high and the productivity is high. The present invention relates to an on-site concrete-filled precast concrete panel and its construction method.

일반적으로 콘크리트 벽식 구조는 콘크리트 내력벽이 건물의 기둥 역할을 담당하고, 보(BEAM/GIRDER) 없이 슬라브를 바로 시공하는 방법으로써, 층고를 줄이는데 효과적이며, 공사비가 절감되는 한편, 아파트 등의 다세대 공동주택 공사에 많이 채택되는 구조형식이다.In general, the concrete wall structure is a concrete load-bearing wall acts as a pillar of the building, and the slab is directly installed without a beam / beam, which is effective in reducing the height of floors and the cost of construction, and multi-family apartments such as apartments. It is a structural form that is widely adopted in construction.

한편, 최근에는 아파트의 평면구조가 다양해지면서, 내력 벽체의 배치가 복잡해져 벽체 거푸집 및 철근작업에 투입되는 인력이 증가되고 있는 바, 이러한 문제를 해결하고자 최근 프리캐스트 공법이 도입되고 있다.On the other hand, in recent years, as the planar structure of the apartment is diversified, the arrangement of the bearing wall is complicated, and the manpower input to the wall formwork and the reinforcing work is increasing. In order to solve this problem, a precast method has recently been introduced.

상기 프리캐스트 공법은 콘크리트구조물 전체를 현장에서 타설하여 만드는 종래의 방식이 아니라, 공장이나 현장 등에서 구조물의 일부를 별도 제작해서 조립하는 방식의 공법으로, 교량의 상부나 아파트의 외벽, 기초공사의 말뚝시공에 사용됨으로써 공사기간을 단축시키고, 콘크리트의 품질을 높이는 효과가 있다. The precast method is not a conventional method of placing the entire concrete structure in the field, but a method of separately manufacturing and assembling a part of the structure in a factory or a site, and the top of the bridge, the outer wall of the apartment, the pile of the foundation work. By being used for construction, it shortens the construction period and improves the quality of concrete.

이때, 상기 프리캐스트의 강도나 슬럼프, 배합비 등은 구조물의 특성에 따라 구조계산에 의해서 결정된다.At this time, the strength, slump, compounding ratio, etc. of the precast is determined by the structural calculation according to the characteristics of the structure.

그러나, 이러한 종래의 프리캐스트 공법은 국내 특허공보 제1992-2117호에 나타난 바와 같이, 프리캐스트 철근 콘크리트 구조물의 구축되는 방법이 개시되어 있는 바, 상기 발명은 기둥과 보 그리고 바닥을 프리캐스트화하고, 이들을 양중 장비를 이용해 들어 결합하는 한편, 결합부에는 철근 이음과 현장 콘크리트 타설을 통해 구조물을 구축하도록 이루어져 있다.However, such a conventional precast method is disclosed in the method of constructing a precast reinforced concrete structure, as shown in Korean Patent Publication No. 1992-2117, the present invention is to precast the column, beam and floor They combine them using lifting equipment, while the joints are constructed to build structures through reinforcing bars and site concrete.

이와 같이 종래의 프리캐스트 공법은 고성능 양중 장비의 빈번한 사용으로 인해 공사비를 오히려 상승시키는 한편, 수직 접합부의 처리가 어려워 층간부 공사에 적합하지 않은 문제가 발생되고 있다.As such, the conventional precast method raises the cost of construction due to the frequent use of high-performance lifting equipment, and is difficult to deal with vertical joints, causing problems that are not suitable for interlayer construction.

본 발명은 상술한 문제점을 해결하고자 하는 것으로, 아파트 및 다세대 공동주택 등의 건축물 시공 시 측벽 및 층간을 시공하는 골조공사의 신속함과 수월한 작업을 도모하도록 내측에 공간부가 형성된 프리캐스트 부재를 설계에 따라 축조한 후 현장콘크리트를 상기 공간부에 충진시킴으로써, 콘크리트 타설에 따른 골조공사의 시공이 용이한 반면, 내구성이 우수하여 생산성이 높은 현장콘크리트 충진식 프리캐스트 콘크리트 패널 및 그 시공방법을 제공함에 그 목적이 있다.The present invention is to solve the above-mentioned problems, and to design a precast member having a space portion in the interior to facilitate the quick and easy work of framing work for the construction of side walls and floors when building apartments and multi-family apartments, etc. According to the present invention, after filling the concrete in the space after the construction, it is easy to construct the frame construction according to the concrete placement, while providing excellent productivity of the field concrete-filled precast concrete panel and its construction method. There is a purpose.

상술한 목적을 달성하기 위해 본 발명은 프리캐스트 콘크리트패널에 있어서,In order to achieve the above object, the present invention provides a precast concrete panel,

내측에 지지철근(110)을 타설한 복수의 콘크리트 측벽이 서로 수평을 이루는 한편, 일정간격 이격되어 형성되는 콘크리트패널(100)과; 상기 콘크리트패널(100)의 이격된 사이 공간에 형성되어 콘크리트패널(100)의 지지철근(110) 양측을 지그 재그로 고정, 결합토록 형성된 보강철근(200)과; 상기 보강철근(200)에 의해 형성된 콘크리트 패널(100) 사이 공간에 충진된 현장콘크리트(300)로 구조벽체(10)를 구성하도록 이루어진다.A concrete panel 100 in which a plurality of concrete sidewalls in which the supporting reinforcement 110 is placed inside each other is horizontal, and is spaced apart from each other by a predetermined interval; A reinforcing bar (200) formed in the spaced space between the concrete panels (100) and fixed to both sides of the support bars (110) of the concrete panel (100) in a zigzag and coupled; The structural wall 10 is formed of the site concrete 300 filled in the space between the concrete panels 100 formed by the reinforcing bar 200.

이때, 상기 콘크리트패널(100)은 서로 수평한 양 측벽 중 어느 일 측벽(100a)의 높이가 타 측벽(100b)의 높이에 비해 낮게 형성되어 측벽연결 시공이나 층간접합 시공시 맞닿는 모서리 부분에서로 간섭이 발생하지 않도록 접합부(C)를 형성하는 것이 바람직하다.At this time, the concrete panel 100 is formed to be lower than the height of any one side wall (100a) of the two sidewalls horizontal to each other side to the height of the other sidewall (100b) interfering in the corner portion contacted during the construction of the side wall connection or interlayer bonding It is preferable to form the junction part C so that this may not occur.

한편, 본 발명은 건축물 시공에 있어서, 지면 또는 슬라브 위에 벽체 시공 위치를 먹선으로 도시하는 제1공정(S100)과; 상기 도시된 위치에 현장콘크리트(300)가 충진되기 전인 콘크리트패널(100)을 미리 제작하여 설정 위치에 따라 측벽 접합을 시공하는 제2공정(S200)과; 상기 시공된 콘크리트패널(100)의 내측 공간부에 현장콘크리트(300)를 충진하여 이를 건조시키는 제3공정(S300)으로 이루어져 시공된다.On the other hand, the present invention in the construction of the building, the first step (S100) showing the location of the wall construction on the ground or slab; A second step (S200) of preparing the concrete panel 100 before the field concrete 300 is filled in the illustrated position and constructing sidewall joints according to the set position; The construction is made of a third step (S300) of filling the site concrete 300 in the inner space portion of the concrete panel 100, and drying it.

이때, 상기 제2공정(S200)은 제1공정(S100)에 따른 기초 측벽 접합시공 후, 층간 바닥시공을 위해 상단 콘크리트패널(100)이 개방된 수직접합용 프리캐스트 부재(12)를 구조벽체(10)와 상부구조벽체(11) 사이에 접합하되, 일측 단부가 상기 구조벽체(10)의 일측 콘크리트패널(100a)과 접합됨으로써, 현장콘크리트(300)를 상기 수직접합용 프리캐스트 부재(12)의 개방된 상단부를 통해 공급하면 구조벽체(10)의 내측 공간부까지 현장콘크리트(300)가 흘러 공급되도록 유도되는 한편, 상기 수직접합용 프리캐스트 부재(12)의 개방된 상단부에도 차올라 층간 바닥면을 이루도록 시공(S210)하는 것이 바람직하다.In this case, the second step (S200) is a structural wall body to the precast member 12 for vertical joining the upper concrete panel 100 is opened for the interlayer floor construction after the base sidewall joining construction according to the first step (S100). Bonded between 10 and the upper structural wall 11, one end is joined to one side of the concrete panel 100a of the structural wall 10, the site concrete 300 is precast member 12 for vertical joining When supplied through the open upper end of the), the concrete concrete 300 is induced to flow to the inner space of the structural wall 10 while being supplied, while also filling the open upper end of the precast member 12 for vertical joining. It is preferable to construct the surface (S210).

다음은 첨부된 도면을 참조하며 본 발명을 보다 상세히 설명하겠다.The following describes the present invention in more detail with reference to the accompanying drawings.

먼저, 도 1에 도시된 바와 같이, 본 발명의 ‘현장콘크리트 충진식 프리캐스트 콘크리트패널’은 콘크리트패널(100)과, 보강철근(200)과, 현장콘크리트(300)로 크게 구성된다.First, as shown in Figure 1, the 'site concrete-filled precast concrete panel' of the present invention is largely composed of a concrete panel 100, reinforcement reinforcement 200, and site concrete (300).

이때, 상기 콘크리트패널(100)은 내측에 지지철근(110)을 타설한 복수의 콘크리트 측벽이 서로 수평을 이루는 한편, 일정간격 이격되어 형성되도록 이루어진다.At this time, the concrete panel 100 is formed so that a plurality of concrete sidewalls in which the support reinforcement 110 is poured on the inner side of each other, while being spaced apart by a predetermined interval.

이때, 상기 콘크리트패널(100)은 서로 수평한 양 측벽 중 어느 일 측벽(100a)의 높이가 타 측벽(100b)의 높이에 비해 낮게 형성되어 측벽 연결시공이나 층간 연결시공시 해당 모서리 부분이나 수직접합부를 원할하게 이음토록 형성된 것이 바람직하다.At this time, the concrete panel 100 is formed in the height of any one sidewall (100a) of the two sidewalls that are horizontal to each other lower than the height of the other sidewall (100b), so that the corner portion or the vertical joint portion when the sidewall connection or interlayer connection construction It is preferable to form the joint smoothly.

이는 현장콘크리트(300)를 설계에 따라 구조결합된 콘크리트패널(100) 내부 공간에 충진시킴에 따라 일종의 경로를 제공하는 것으로, 특히 벽체와 벽체 또는 벽체와 층간을 서로 연결하도록 통로를 제공함으로써 상기 현장콘크리트(300)가 일 구조벽체의 내부공간으로 공급되면 벽체 내부 및 층간 바닥면으로 연결되며 서서히 차오르도록 유도되어 전반적인 시공이 간편하게 진행되도록 형성된다.This is to provide a kind of path by filling the site concrete 300 in the interior space of the concrete panel 100 structured according to the design, in particular, by providing a passageway to connect the wall and the wall or the wall and floor to each other. When the concrete 300 is supplied to the interior space of one structural wall, the concrete 300 is connected to the interior of the wall and the floor between the floors, and is gradually guided to form the overall construction.

한편, 상기 보강철근(200)은 서로 수평인 콘크리트패널(100)의 이격된 사이 공간에서 양측 콘크리트패널(100)을 연결하며 결합토록 형성된 것으로, 이는 별도의 공장에서 콘크리트에 의해 이미 타설된 양단 각각의 지지철근(110)을 지그재그로 고정 결합함으로써, 일체의 콘크리트패널(100)을 구성하도록 형성된다.On the other hand, the reinforcing bar 200 is formed to connect the two concrete panels 100 in the space between the spaced apart of the concrete panel 100 horizontal to each other, which is formed, respectively, which are both ends of the already poured by the concrete in a separate factory By fixing the support reinforcement 110 of the zigzag, it is formed to form an integral concrete panel 100.

이때, 현장콘크리트(300)는 보강철근(200)에 의해 형성된 콘크리트패널(100) 사이 공간에 충진되어 일체의 구조벽체(10)를 구성하도록 이루어진다.At this time, the site concrete 300 is filled in the space between the concrete panel 100 formed by the reinforcement steel 200 to form an integral structural wall (10).

다음은 본 발명의 구조벽체(10)를 이용한 건축물 시공방법에 대해 설명하겠다.Next, a building construction method using the structural wall 10 of the present invention will be described.

도 4에 도시한 바와 같이, 본 발명은 건축물 시공에 있어서, 지면 또는 슬라브 위에 벽체 시공 위치를 먹선으로 도시하는 제1공정(S100)과; 상기 도시된 위치에 현장콘크리트(300)가 충진되기 전인 콘크리트패널(100)을 미리 제작하여 설정 위치에 따라 측벽 접합을 시공하는 제2공정(S200)과; 상기 시공된 콘크리트패널(100)의 내측 공간부에 현장콘크리트(300)를 충진하여 이를 건조시키는 제3공정(S300)으로 이루어진다.As shown in FIG. 4, the present invention provides a first step (S100) showing, in a building construction, a wall construction position on a ground or a slab with a black line; A second step (S200) of preparing the concrete panel 100 before the field concrete 300 is filled in the illustrated position and constructing sidewall joints according to the set position; Filling the site concrete 300 in the inner space of the constructed concrete panel 100 is made of a third step (S300) for drying it.

이때, 상기 제2공정(S200)은 제1공정(S100)에 따른 기초 측벽 접합시공 후, 층간 바닥시공을 위해 상단 콘크리트패널(100)이 개방된 수직접합용 프리캐스트 부재(12)를 구조벽체(10)와 상부구조벽체(11) 사이에 접합하되, 일측 단부가 상기 구조벽체(10)의 일측 콘크리트패널(100a)과 접합됨으로써, 현장콘크리트(300)를 상기 수직접합용 프리캐스트 부재(12)의 개방된 상단부를 통해 공급하면 구조벽체(10)의 내측 공간부까지 현장콘크리트(300)가 흘러 공급되도록 유도되는 한편, 상기 수직 접합용 프리캐스트 부재(12)의 개방된 상단부에도 차올라 층간 바닥면을 이루도록 시공(S210)하는 것이 바람직하다.In this case, the second step (S200) is a structural wall body to the precast member 12 for vertical joining the upper concrete panel 100 is opened for the interlayer floor construction after the base sidewall joining construction according to the first step (S100). Bonded between 10 and the upper structural wall 11, one end is joined to one side of the concrete panel 100a of the structural wall 10, the site concrete 300 is precast member 12 for vertical joining When supplied through the open upper end of the), the field concrete 300 is induced to flow to the inner space of the structural wall 10 while being supplied to the open upper end of the precast member 12 for vertical joining. It is preferable to construct the surface (S210).

이를 보다 자세히 살펴보면, 상기 제1공정(S100)은 건축물 시공에 있어서, 지면 또는 슬라브 위에 벽체 시공 위치를 먹선으로 도시하도록 하는 것으로, 이는 건축물의 특성에 따라 취사선택이 다양하도록 형성된다.Looking at this in more detail, the first step (S100) in the construction of the building, to show the location of the wall construction on the ground or on the slab as a line, which is formed to vary the cooking options according to the characteristics of the building.

즉, 설계에 따른 벽체구조나 층간 구조는 종래의 기술에 구애받지 않으며, 수요자의 요구에 따라 다양한 건축물의 설계에 임의 변동하며 설치가 가능하다.That is, the wall structure or the interlayer structure according to the design is not limited to the conventional technology, and can be arbitrarily changed and installed in the design of various buildings according to the demand of the consumer.

이때, 제2공정(S200)은 상기 도시된 위치에 현장콘크리트(300)가 충진되기 전인 콘크리트패널(100)을 미리 제작, 설치하여 설정 위치에 따라 측벽을 시공하도록 형성된다.At this time, the second step (S200) is formed so as to construct the side wall according to the setting position by manufacturing and installing the concrete panel 100 before the field concrete 300 is filled in the position shown.

즉, 현장콘크리트(300)를 콘크리트패널(100)의 내부 공간에 충진하기 전인 상태로써, 건축물 설계도에 따라 구조의 기본 틀을 짜며 설계에 맞춰 상기 콘크리트패널(100)을 제 위치시키는 공정이다.That is, before filling the site concrete 300 in the interior space of the concrete panel 100, the process of placing the concrete panel 100 in accordance with the design and weave the basic frame of the structure according to the building design.

이때, 상기 제2공정(200)의 또 다른 공정은 제1공정(S100)에 따른 기초 측벽 접합시공 후, 층간 바닥시공을 위해 상단 콘크리트패널(100)이 개방된 수직접합용 프리캐스트 부재(12)를 구조벽체(10)와 상부구조벽체(11) 사이에 접합하되, 일측 단부가 상기 구조벽체(10)의 일측 콘크리트패널(100a)과 접합됨으로써, 현장콘크리트(300)를 상기 수직접합용 프리캐스트 부재(12)의 개방된 상단부를 통해 공급하면 구조벽체(10)의 내측 공간부까지 현장콘크리트(300)가 흘러 공급되도록 유도되는 한편, 상기 수직접합용 프리캐스트 부재(12)의 개방된 상단부에도 차올라 층간 바닥면을 이루도록 시공(S210)하는 공정이다.In this case, another process of the second process 200 is a precast member 12 for vertical joining in which the upper concrete panel 100 is opened for interlayer floor construction after the foundation sidewall joining construction according to the first process (S100). ) Is bonded between the structural wall (10) and the upper structural wall (11), but one end is joined to one concrete panel (100a) of the structural wall (10), the site concrete (300) free for vertical joining Supplying through the open upper end of the cast member 12 leads to flow of the site concrete 300 to the inner space of the structural wall 10 while supplying the open upper end of the precast member 12 for vertical joining. Edo is also a step to construct (S210) to form an interlayer bottom surface.

이때, 상기 시공된 구조벽체(10)의 내측 공간부에는 현장콘크리트(300)를 충진하여 이를 건조시킴으로써, 건축물의 벽체 및 층간바닥면을 현장콘크리트로 마감하는 제3공정(S300)으로 이루어진다.At this time, by filling the on-site concrete 300 in the inner space portion of the constructed structural wall 10 to dry it, it consists of a third step (S300) of finishing the wall and the floor floor of the building with the site concrete.

이상과 같이 본 발명은 아파트 및 다세대 공동주택 등의 건축물 시공시 측벽 및 층간을 시공하는 골조공사의 신속함과 수월한 작업을 도모하도록 하기 위함으로, 특히 내측에 공간부가 형성된 프리캐스트 부재를 설계에 따라 축조한 후 현장콘크리트를 상기 공간부에 충진시킴으로써, 종래의 ‘거푸집+일반콘크리트 타설’에 따른 골조공사에 비하여 시공이 용이한 반면, 내구성이 우수하여 생산성이 높은 효과가 있다.As described above, the present invention is intended to facilitate the speedy and easy operation of the frame construction for the construction of side walls and floors during the construction of apartments and multi-family multi-unit houses. After construction, by filling the site concrete in the space, the construction is easier than the frame construction according to the conventional 'form + general concrete casting', while the durability is excellent, there is a high productivity effect.

Claims (4)

프리캐스트 콘크리트패널에 있어서,In precast concrete panels, 내측에 지지철근(110)을 타설한 복수의 콘크리트 측벽이 서로 수평을 이루는 한편, 일정간격 이격되어 형성되는 콘크리트패널(100)과;A concrete panel 100 in which a plurality of concrete sidewalls in which the supporting reinforcement 110 is placed inside each other is horizontal, and is spaced apart from each other by a predetermined interval; 상기 콘크리트패널(100)의 이격된 사이 공간에 형성되어 콘크리트패널(100)의 지지철근(110) 양측을 지그재그로 고정, 결합토록 형성된 보강철근(200)과;Reinforcing bars (200) formed in spaced spaces between the concrete panels (100) and fixed to both sides of the support bars (110) of the concrete panels (100) in a zigzag fashion; 상기 보강철근(200)에 의해 형성된 콘크리트 패널(100) 사이 공간에 충진된 현장콘크리트(300)로 구조벽체(10)를 구성하는 것을 특징으로 하는 현장콘크리트 충진식 프리캐스트 콘크리트패널.The site concrete-filled precast concrete panel, characterized in that the structural wall 10 is composed of the site concrete 300 filled in the space between the concrete panel 100 formed by the reinforcement steel (200). 제 1항에 있어서, 상기 콘크리트패널(100)은The method of claim 1, wherein the concrete panel 100 서로 수평한 양 측벽 중 어느 일 측벽(100a)의 높이가 타 측벽(100b)의 높이에 비해 낮게 형성되어 측벽연결 시공이나 층간접합 시공시 맞닿는 모서리 부분에서로 간섭이 발생하지 않도록 접합부(C)를 형성한 것을 특징으로 하는 현장콘크리트 충진식 프리캐스트 콘크리트패널.The height of one of the sidewalls (100a) of the two sidewalls that are horizontal to each other is formed lower than the height of the other sidewall (100b) so that the junction (C) so as not to interfere with the edge portion that is abutted during the construction of the sidewall connection or interlayer bonding Precast concrete panel filled with field concrete, characterized in that formed. 건축물 시공에 있어서, In building construction, 지면 또는 슬라브 위에 벽체 시공 위치를 먹선으로 도시하는 제1공정(S100)과;A first step (S100) showing the wall construction position on the ground or the slab with a black line; 상기 도시된 위치에 현장콘크리트(300)가 충진되기 전인 콘크리트패널(100)을 미리 제작하여 설정 위치에 따라 측벽 접합을 시공하는 제2공정(S200)과; A second step (S200) of preparing the concrete panel 100 before the field concrete 300 is filled in the illustrated position and constructing sidewall joints according to the set position; 상기 시공된 콘크리트패널(100)의 내측 공간부에 현장콘크리트(300)를 충진하여 이를 건조시키는 제3공정(S300)으로 이루어진 것을 특징으로 하는 현장콘크리트 충진식 프리캐스트 콘크리트 패널의 시공방법.Construction method of the field-concrete-filled precast concrete panel, characterized in that the third step (S300) of filling the on-site concrete 300 to the inner space of the constructed concrete panel 100 to dry it. 제 3항에 있어서, 상기 제2공정(S200)은 The method of claim 3, wherein the second step (S200) 제1공정(S100)에 따른 기초 측벽 접합시공 후, 층간 바닥시공을 위해 상단 콘크리트패널(100)이 개방된 수직접합용 프리캐스트 부재(12)를 구조벽체(10)와 상부구조벽체(11) 사이에 접합하되, 일측 단부가 상기 구조벽체(10)의 일측 콘크리트패널(100a)과 접합됨으로써, 현장콘크리트(300)를 상기 수직접합용 프리캐스트 부재(12)의 개방된 상단부를 통해 공급하면 구조벽체(10)의 내측 공간부까지 현장콘크리트(300)가 흘러 공급되도록 유도되는 한편, 상기 수직접합용 프리캐스트 부재(12)의 개방된 상단부에도 차올라 층간 바닥면을 이루도록 시공(S210)하는 것을 특징으로 하는 현장콘크리트 충진식 프리캐스트 콘크리트 패널의 시공방법.After joining the foundation sidewalls according to the first step (S100), the precast member 12 for vertical joining, in which the upper concrete panel 100 is opened for interlayer floor construction, is provided with the structural wall 10 and the upper structural wall 11. Bonded between, but one end is joined to one side of the concrete panel (100a) of the structural wall 10, by supplying the site concrete 300 through the open upper end of the precast member 12 for vertical joining structure While the concrete concrete 300 is guided to flow into the inner space of the wall 10, the construction is performed so as to form an interlayer bottom surface at an open upper end of the precast member 12 for vertical joining (S210). Method of construction of field-filled precast concrete panels.
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KR101366503B1 (en) * 2012-05-23 2014-02-26 한국건설기술연구원 Concrete composite wall for improving concrete pouring pressure resistance ability and the construction method therefor
KR101379305B1 (en) * 2013-08-21 2014-03-28 안창일 Wall structure manufacturing method using precast front wall panel and precast back wall panel
WO2016129826A1 (en) * 2015-02-09 2016-08-18 주식회사 태영피씨엠 Safety-enhanced pc truss wall structure, and underground-structure construction method using same
KR101685290B1 (en) * 2015-06-01 2016-12-09 김광섭 Wall deck panel for construction
CN105604221A (en) * 2016-03-08 2016-05-25 万保金 Preformed wall formwork with steel bars
CN105735533A (en) * 2016-03-08 2016-07-06 万保金 Assembly type prefabricated non-bearing wall formwork
WO2019000059A1 (en) 2017-06-27 2019-01-03 Zeenni Engenharia E Construções Ltda Improvements to a ventilated reinforced-concrete wall module for constructing buildings in general and respective industrialized construction system
US11111673B2 (en) 2017-06-27 2021-09-07 ZEENI Engenharia E Construcoes LTDA Ventilated reinforced-concrete wall module for constructing buildings in general and respective industrialized construction system

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