KR19980058501U - Prefabricated PC Concrete Wall Panels - Google Patents
Prefabricated PC Concrete Wall Panels Download PDFInfo
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- KR19980058501U KR19980058501U KR2019970002923U KR19970002923U KR19980058501U KR 19980058501 U KR19980058501 U KR 19980058501U KR 2019970002923 U KR2019970002923 U KR 2019970002923U KR 19970002923 U KR19970002923 U KR 19970002923U KR 19980058501 U KR19980058501 U KR 19980058501U
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- 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
- E04C2/049—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 completely or partially of insulating material, e.g. cellular concrete or foamed plaster
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
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- 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
- E04C2/50—Self-supporting slabs specially adapted for making floors ceilings, or roofs, e.g. able to be loaded
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
- E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
본 고안은 조립식 PC콘크리트 벽체판넬에 관한 것으로, 특히 상하층 PC 콘크리트 벽체판넬을 구조용철근으로 서로 용착시키고 중간의 슬리브를 습식으로 시공할 수 있도록 하는 건축용 조립식 PC콘크리트 벽체판넬에 관한 것으로써, 사현재철선(11)의 양측에 상, 하현재철선(12a), (12b)이 용착되어 이루어지는 철선트러스(10)와, 상기 철선트러스를 일정한 간격으로 정렬하고 그 양면을 횡철선(13)으로 가로로 용착시켜 제작한 3차원의 철선구조체의 중심에 소정두께로 형성되는 중간판부(20)가 구성되고 그 철선구조체의 양면에 소정 규격의 구조용철근(50)을 소요되는 만큼 결속시키고 일정한 두께로 PC콘크리트부(30), (40)를 형성하되, 종방향으로 매설되는 철근의 양끝을 슬라브의 두께만큼 PC콘크리트 밖으로 노출시켜 상하 벽체판넬에서 연장노출되는 구조용철근과 슬라브에서 연장노출되는 구종용철근을 서로 용착시킬 수 있게 구성됨을 특징으로 하는 것이다.The present invention relates to a prefabricated PC concrete wall panel, and more particularly, to a prefabricated PC concrete wall panel for welding the upper and lower floor PC concrete wall panels to each other with structural reinforcing bars, and to construct the middle sleeve in a wet manner. The wire truss 10 formed by welding the upper and lower chord wires 12a and 12b on both sides of the wire 11 and the wire truss are aligned at regular intervals, and both sides thereof are horizontally arranged with the horizontal wire 13. Intermediate plate part 20 is formed at the center of the three-dimensional steel wire structure manufactured by welding, and is bound to both sides of the steel wire structure as long as the structural reinforcing bar 50 of a predetermined size is required, and the PC concrete has a constant thickness. Structural parts 30 and 40 are formed, and both ends of the reinforcing bars which are embedded in the longitudinal direction are exposed to the outside of the PC concrete by the thickness of the slab to extend the upper and lower wall panels. It is characterized in that it is configured to weld each other reinforcing steel bars extending from the rebar and the slab to each other.
Description
본 고안은 건축용 조립식 PC 콘크리트 벽체판넬을 관한 것으로, 기존의 습식공법과 PC공법을 혼합하여 양 공법의 장점을 극대화시키며, 단점을 서로 보완하는 새로운 시공방식으로 사용되는 조립식 PC콘크리트 벽체판넬에 관한 것이다.The present invention relates to a prefabricated PC concrete wall panel for building, and to a prefabricated PC concrete wall panel used as a new construction method that maximizes the advantages of both methods by mixing the existing wet method and PC method, and complements the disadvantages. .
종래의 건축용 와이어 벽체판넬은 철선으로 정형워렌트러스형, 변형워렌트러스형, 2중워트러스형등의 형체를 갖추는 철선트러스(10)를 제작하고 상기 트러스를 일정한 간격으로 띄워서 세워 정렬하고 그 상, 하현재철선(12a), (12b)을 횡철선(13)으로 가로로 용착시켜 제작한 3차원 철선구조체(14)의 중심부(20)에 폴리스틸렌, 폴리우레탄, 기포콘크리트 등으로 채워 제작한 후에 현장에서 조립하고 그 양면을 시멘트몰탈로 현장에서 마감제작하는 기술이었다.Conventional building wire wall panel is made of iron wire truss (10) having the shape of orthogonal warren truss type, deformed warren truss type, double water truss type, etc. as the iron wire, and the truss is spaced at regular intervals to align the up and down After the current steel wires 12a and 12b are welded horizontally with a horizontal wire 13, the center 20 of the three-dimensional steel wire structure 14 is made of polystyrene, polyurethane, foam concrete, and the like. It was a technology of assembling and finishing both sides of the site with cement mortar.
이와 같이 제작되는 와이어 벽체판넬로 시공하는 공법은 재래식 조적공법이나 철근콘크리트공법에 비하여 자재와 노임을 절약하고 건물의 무게를 경량화시키며 공기를 단축시키는 등의 장점이 있는 것이 사실이었다.The construction of the wire wall panel manufactured in this way has the advantages of saving materials and labor, lightening the weight of the building, and reducing air compared to the conventional masonry or reinforced concrete.
그러나, 종래의 것은 현장에서 몰탈시공을 행해야 했기 때문에 균열, 벽표면마감등의 시공상의 여러 문제점이 따랐고, 현장시공에 수반되는 노동력과 자재관리상의 문제와 그 낭비가 문제로 대두되었으며, 또 현장시공의 한계성 때문에 벽의 양면의 몰탈두께를 고층건축물의 하중을 지탱할 만큼 두껍게 시공하는 것이 불가능하여 구조내력벽으로 사용하는 것이 극도로 제한되었던 것이다.However, the conventional ones had to be mortared on site, resulting in various problems in construction, such as cracking and wall surface finishing, and the problems of labor and material management and waste associated with site construction have emerged as problems. Due to its limitation, it was impossible to construct the mortar thickness on both sides of the wall thick enough to support the loads of high-rise buildings, so it was extremely limited to use it as structural strength wall.
본 고안은 목적은 첫째, 종래의 와이어 벽체판넬을 PC 콘크리트 벽체판넬로 제작함으로써 종래기술의 현장시공에 수반되는 상기 지적된 제 문제점들을 보완하기 위함이고, 둘째, 고층건물의 하중을 지탱할 만큼의 구조력을 갖게 PC콘크리트판넬의 두께를 유지시키고, 상하층 벽체판넬과 슬라브판넬을 구조용철근으로 서로 용착시키고 그 부분을 미경화콘크리트로 현장시공하여 건물 전체를 일체화(monorithic)시킬 수 있는 건축용 조립식 PC콘크리트 벽체판넬 제공하는데 있다.The object of the present invention is to firstly make a conventional wire wall panel with a PC concrete wall panel to compensate for the above-mentioned problems associated with the field construction of the prior art, and secondly, to support the load of a high-rise building. Prefabricated PC concrete for building that can maintain the thickness of PC concrete panel with strength, and weld upper and lower wall panels and slab panels to each other with structural reinforcing bars, and construct the part with unhardened concrete on site. To provide wall panels.
도 1a는 본 고안의 조립식 PC 외벽용 벽체판넬을 나타내는 일부절결 사시도Figure 1a is a partially cutaway perspective view showing a wall panel for a prefabricated PC outer wall of the present invention
도 1b는 본 고안의 조립식 PC 외벽용 벽체판넬을 나타내는 단면도Figure 1b is a cross-sectional view showing a wall panel for prefabricated PC outer wall of the present invention
도 2는 본 고안의 조립식 PC 외벽용 벽체판넬을 나타내는 단면도Figure 2 is a cross-sectional view showing a wall panel for prefabricated PC outer wall of the present invention
도 3a는 본 고안의 조립식 PC 외벽용 벽체판넬을 조립상태를 나타내는 단면도Figure 3a is a cross-sectional view showing the assembled state of the prefabricated PC outer wall panel of the present invention
도 3b는 본 고안의 조립식 PC 내벽용 벽체판넬의 조립상태를 나타내는 단면도Figure 3b is a cross-sectional view showing the assembled state of the wall panel for the prefabricated PC inner wall of the present invention
* 도면의 주요부분에 대한 부호의 설명 *Explanation of symbols on the main parts of the drawings
1, 1':벽체판넬2:슬라이판넬1, 1 ': wall panel 2: slice panel
2a:미경화콘크리트10:철선트러스2a: uncured concrete 10: steel truss
11:사현재철선12a:상현재철선11: Sa Current Line 12a: Phase Current Line
12b:하현재철선13:트러스결속 횡철선12b: lower current steel wire 13: truss-bound horizontal steel wire
14:3차원 철선구조체20:중간판부14: three-dimensional steel wire structure 20: middle plate
30, 40:PC콘크리트41:돌출턱30, 40: PC concrete 41: protrusion
50:구조용철근51, 51':이음부50: structural rebar 51, 51 ': joint
이하, 본 고안의 기술적 구성을 설명하면 다음과 같다.Hereinafter, the technical configuration of the present invention.
본 고안 건축용 조립식 PC콘크리트 벽체판넬도 사현재철선(11)의 양측에 상, 하현재철선(12a), (12b)이 용착시켜 이루어지는 철선트러스(10)와, 상기 철선트러스를 일정한 간격으로 정렬하고 그 양면을 횡철선(13)으로 가로로 용착시켜 제작한 3차원의 철선구조체의 중심에 소정두께로 형성되는 중간판부(20)들로 구성하되 3차원 철선구조체의 양면에 소정규격의 구조용철근(50)을 소요되는 만큼 결속시키고 일정한 두께로 PC콘크리트부(30), (40)를 형성하며, 종방향으로 매설되는 구조용철근의 양끝을 슬라브의 두께만큼 PC콘크리트판넬의 외부로 연장노출시켜 상하 벽체판넬에서 연장노출되는 구조용철근과 슬라브판넬에서 연장노출되는 구종용철근을 서로 용착시킬 수 있게 구성되는 특징을 갖는다.The prefabricated PC concrete wall panel for construction of the present invention is also aligned with the wire truss 10 formed by welding the upper and lower chord wires 12a and 12b on both sides of the four-wire steel wire 11 at regular intervals. Structural reinforcement bars of predetermined size are formed on both sides of the three-dimensional steel wire structure, which is composed of intermediate plate parts 20 formed at a predetermined thickness in the center of the three-dimensional steel wire structure by welding the both sides horizontally with the horizontal steel wire 13. 50) and binds it to the required thickness to form PC concrete parts 30 and 40, and extends both ends of structural reinforcing bars embedded in the longitudinal direction to the outside of the PC concrete panel by the thickness of the slab. Structural reinforcing bars exposed from the panel and the old steel reinforcing bars exposed from the slab panel are characterized in that they can be welded to each other.
이하, 첨부도면에 도시되는 대표적인 실시예를 통하여 본 고안을 보다 구체적으로 살펴보면 다음과 같다.Hereinafter, the present invention will be described in more detail with reference to exemplary embodiments shown in the accompanying drawings.
본 고안의 실시예도, 도 1a, 도 1b 및 도 2에서 도시되는 바와 같이, 사현재철선(11)의 양측에 상, 하재철선(12a), (12b)이 용착되어 이루어지는 철선트러스(10)와, 상기 철선트러스를 일정한 간격으로 정렬하고 그 양면을 횡철선(13)으로 가로로 용착시켜 제작한 3차원 철선구조체의 중심에 소정두께로 형성되는 중간판부(20)로 구성되고 철선구조체의 양면에 소정 규격의 구조용철근(50)을 소요되는 만큼 결속시키고 일정한 두께로 PC콘크리트부(30), (40)를 형성하며, 종방향으로 매설되는 구조용철근의 양끝을 슬라브의 두께만큼 PC콘크리트판넬의 외부로 노출시켜 상하 벽체판넬에서 노출되는 구조용철근과 슬라브판넬에서 연장노출되는 구조용철근을 서로 용착시킬 수 있게 구성하되, 중간판부(20)에 경량단열재 등을 사용하여 구조적으로 요구되는 벽두께를 유지시키면서 건물의 무게를 줄이고, 벽체판넬의 양면을 PC콘크리트부를 형성함으로써 현장시공에 부수되는 여러 문제들을 보완하고, 상하층 벽체 판넬의 양단으로 연장노출되는 구조용철근을 슬라브판넬에 연장노출되는 구조용철근에 용착시키고 그 부분을 미경화콘크리트 현장타설하여 서로 일체화시킨다는 점에서 본 고안의 기본적인 기술사상을 구현하는 것이다.In the embodiment of the present invention, as shown in Figures 1a, 1b and 2, and the wire truss 10 is formed by welding the upper, the lower wires (12a), (12b) on both sides of the dead current wire (11) and The intermediate plate portion 20 is formed at a predetermined thickness in the center of the three-dimensional steel wire structure manufactured by aligning the wire trusses at regular intervals and welding both sides horizontally with the horizontal wire 13 and on both sides of the wire structure. Bind the structural reinforcing bar 50 of the predetermined size as needed and form the PC concrete parts 30 and 40 with a constant thickness, and both ends of the structural reinforcing bars embedded in the longitudinal direction by the thickness of the slab to the outside of the PC concrete panel The structural reinforcing bars exposed from the upper and lower wall panels and the structural reinforcing bars exposed from the slab panel are welded to each other, and the structurally required wall thickness is maintained by using a lightweight insulating material in the intermediate plate 20. While reducing the weight of the building, by forming the PC concrete part on both sides of the wall panel to compensate for the problems associated with the site construction, the structural reinforcing bars exposed to both ends of the upper and lower wall panels to the slab panels It is to realize the basic technical idea of the present invention in that it is welded and the parts are cast on the spot of uncured concrete.
상기 철선트러스(10)는 도 1a, 도 1b 및 도 2에서 도시되는 바와 같이, 사현재철선(11)과 상기 사현재철선이 용착되어 연결되는 상, 하현재철선(12a)(12b)으로 구성된다.As shown in FIGS. 1A, 1B, and 2, the wire truss 10 is configured by upper and lower current wires 12a and 12b to which a four-row steel wire 11 and the four-row steel wire are welded and connected. do.
이와 같은 철선트러스(10)는 도 1a, 도 1b 및 도 2에서 도시되는 바와 같이, 유니트로 만들어지는 벽체판넬 내부에 횡방향으로 상하수직하게 일정간격마다 배치되어서, 그 철선트러스(10)의 양측 PC콘크리트부(30), (40)를 상호 결착시켜 주는 역할을 수행하게 된다.As shown in FIGS. 1A, 1B, and 2, the wire truss 10 is disposed at regular intervals vertically and vertically in a horizontal direction inside a wall panel made of a unit, and both sides of the wire truss 10. PC concrete unit 30, 40 serves to bind to each other.
여기에서, 철선트러스는 도 1b 및 도 2에서 도시되는 바와 같이, 필요에 따라 정형워렌트러스, 변형워렌트러스, 2중워렌틀스 등의 형체를 갖게 제작된다.Here, the iron wire truss is manufactured to have shapes such as a shaped warren truss, a deformed warren truss, a double warrentles, as required, as shown in FIGS. 1B and 2.
상기 중간판부(20)는 도 1a, 도 1b 및 도 2에서 도시되는 바와 같이, 3차원 철선구조체의 중심에 소정두께로 형성되며 그 소재가 종래에는 구조용콘크리트로 만들어졌던 것과는 달리, 본 고안에서는 경량재질 및 단열재질로 만들어져서 부재의 경량화를 꾀하면서 실내외 열을 차단하는 역할을 수행하게 된다.1A, 1B and 2, the intermediate plate portion 20 is formed to a predetermined thickness in the center of the three-dimensional steel wire structure and the material is unlike the conventional one made of structural concrete, lightweight in the present invention Made of materials and heat-insulating materials to reduce the indoor and outdoor heat while reducing the weight of the member.
상기 중간판부(20)는 경량콘크리트, 우레탄, 스티로폴 등 여러재질로 만들어질 수 있겠으나, 본 고안의 실시예에서는 그 소재가 가벼우면서 단열성이 우수한 우레탄이 선택되어 사용되고 있는 것이다.The intermediate plate portion 20 may be made of various materials such as lightweight concrete, urethane, styropol, but in the embodiment of the present invention, the urethane is selected and used, which is light and excellent in heat insulation.
상기 벽체판넬 양면의 PC콘크리트부(30), (40)는 도 1a, 도 1b 및 도 2에서 도시되는 바와 같이, 상기 중간판부(20)의 내, 외측에 형성되면서 그 중간판부(20)면에 돌출되는 철선트러스(10)의 좌우측에 견고하게 결착되는 구조부이다.PC concrete parts 30 and 40 on both sides of the wall panel are formed on the inside and the outside of the middle plate part 20, as shown in FIGS. 1A, 1B and 2, and the surface of the middle plate part 20. Structural portion is firmly bound to the left and right sides of the iron wire truss 10 protruding to.
이렇게 철선트러스 양면의 철선구조체와 일체가 되게 타설되어 양생되는 PC콘크리트부(30), (40)는 소재가 구조용 콘크리트로 만들어져 상부에 걸리는 적재하중에 견딜 수 있도록 제조된다.As such, the PC concrete parts 30 and 40, which are cast and cured integrally with the wire structures on both sides of the wire truss, are manufactured to withstand the load applied to the upper portion of the material made of structural concrete.
이처럼 본 고안의 PC콘크리트부(30), (40)를 형성한 벽체판넬이 구조용으로 사용되기 때문에 상기에서 설명한 바와 같이, PC콘크리트판넬의 양쪽부분을 서로 견고하게 결착시켜 주는 역할을 사현재철선(11)이 하는것이다.As described above, since the wall panels formed with the PC concrete parts 30 and 40 of the present invention are used for structural purposes, as described above, the role of binding the two parts of the PC concrete panel to each other is firmly used. 11) This is what it does.
여기에서, 상기 PC콘크리트부(40)는 도 1a 및 도 1b에서 도시되는 바와 같이, 그 외측 상단부에 상부로 돌출되는 돌출턱(41)을 만들어서, 도 3a에서 도시되는 바와 같이, 돌출턱(41)이 해당층 슬라브(2)를 시공할 때 외측거푸집판의 역할을 하게 되므로 별도의 외측거푸집판을 설치할 필요가 없게 된다.Here, the PC concrete portion 40, as shown in Figures 1a and 1b, to make a protruding jaw 41 protruding upward in the outer upper end portion, as shown in Figure 3a, the projection jaw 41 ) Acts as an outer formwork plate when constructing the corresponding layer slab (2), there is no need to install a separate outer formwork plate.
따라서, 외측판부의 PC콘크리트부(40)의 외측 상단부에 돌출턱(41)이 외측거푸집판 대용으로 사용되므로 외측거푸집판의 설치 및 해체작업을 생략할 수 있는 장점을 가지게 된다.Therefore, since the protruding jaw 41 is used as a substitute for the outside form plate at the outer upper end portion of the PC concrete portion 40 of the outer plate portion, the installation and dismantling of the outside form plate can be omitted.
이와 같은 돌출턱(41)은 그 높이가 시공되는 해당층 슬라브(2)의 두께와 동일하게 이루어지도록 함이 바람직하다.Such protruding jaw 41 is preferably such that the height is made equal to the thickness of the slab (2) of the layer to be constructed.
한편, 도 3a 및 도 3b에서 도시되는 바와 같이, 본 고안의 실시예에서 상기 해당층 슬라브판넬(2)은 상기한 3차원 철선구조체로 형성되는 슬라브판넬의 하측에만 PC콘크리트를 형성하고 그 중심부에는 경량콘크리트를 처리한 후에 현장에서 벽체판넬과 함께 시공한 후에 그 위에 미경화콘크리트(2a)를 현장타설하여 성형시공되는 특징을 갖는다.On the other hand, as shown in Figures 3a and 3b, in the embodiment of the present invention the slab panel (2) forms a PC concrete only on the lower side of the slab panel formed of the three-dimensional steel wire structure and the center After the processing of lightweight concrete, the construction with the wall panel in the field, and then cast the uncured concrete (2a) on the site there is a feature that is molded.
상기 구조용철근(50)은 도 1a, 도 1b 및 도 2에서 도시되는 바와 같이, 상기 철선트러스(10)의 좌우측에 일정간격마다 상하로 수직하게 연장되어 체결되며 그 상하끝 부분들은 이음부(51)(51')들이 상하방으로 각각 연장돌출되고, 그 가운데부분은 상기 PC콘크리트부(30), (40)에 매립되는 구조부이다.As shown in FIGS. 1A, 1B, and 2, the structural rebar 50 is vertically extended and fastened vertically at predetermined intervals to the left and right sides of the steel truss 10, and the upper and lower end portions thereof are connected to the joint 51. 51 'are extended upwards and downwards, respectively, and a middle portion thereof is a structural part embedded in the PC concrete parts 30 and 40.
이와 같은 구조용철근(50)은 벽체판넬의 좌우측에 길이방향으로 일정간격마다 설치되어 그 상하부에 연장돌출되는 이음부(51)(51')를 통하여 상하층 벽체판넬들을 서로 연결시키는 역할을 수행하게 되면서 건물 전체를 하나의 구조체로 묶는 역할을 수행하게 된다.Such structural reinforcing bar 50 is installed at regular intervals in the longitudinal direction on the left and right sides of the wall panel to connect the upper and lower wall panels to each other through the joints 51 and 51 'protruding from the upper and lower parts thereof. As a result, the entire building is bundled into one structure.
상기와 같이, 구조용철근(50)은 그 상하끝부분들이 상하방으로 각각 연장돌출되는 이음부(51)(51')들을 가지므로 도 3a 및 도 3b에서 도시되는 바와 같이, 하부층 벽체판넬(1)의 상부이음부(51)와 상부층 벽체판넬(1')의 상부이음부(51')간을 서로 겹쳐서 용접함으로써 상하층 벽체판넬들을 연속적으로 적층조립 시공할 수 있는 것이다.As described above, since the structural reinforcing bar 50 has joints 51 and 51 ', the upper and lower ends of which extend upward and downward, respectively, as shown in FIGS. 3A and 3B, the lower layer wall panel 1 The upper joint 51 and the upper joint 51 'of the upper wall panel 1' are overlapped and welded to each other so that the upper and lower wall panels can be continuously laminated and assembled.
한편, 구조용철근(50)은 상기 3차원 철선구조체의 양면에서 결속철선으로 용이하게 결속시켜 줄 수 있는 것이다.On the other hand, the structural reinforcing bar 50 can be easily bound with a binding wire on both sides of the three-dimensional steel wire structure.
이와 같이 본 고안은 사현재철선(11)의 양측에 상, 하현재철선(12a), (12b)이 용착되어 이루어지는 철선트러스(10)와, 상기 철선트러스를 일정한 간격으로 정렬하고 그 양면을 횡철선(13)으로 가로로 용착시켜 제작한 3차원 철선구조체의 중심에 소정두께로 형성되는 중간판부(20)가 구성되고, 철선구조체의 양면에 소정 규격의 구조용철근(50)을 소요되는 만큼 결속시키고 일정한 두께로 PC콘크리트부(30), (40)를 형성함으로써, 고층건물의 하중을 지탱할 만큼의 구조력을 갖게 PC콘크리트판넬의 두께를 유지시키고, 상하층 벽체판넬과 슬라브판넬을 구조용철근으로 서로 용착시키고 그 부분을 미경화콘크리트로 현장타설 시공하여 건물 전체를 일체화시킬 수 있는 효과가 있다.As described above, the present invention aligns the wire truss 10 formed by welding the upper and lower current wires 12a and 12b on both sides of the four-pole wire 11, and the wire truss at regular intervals, and transverse both sides thereof. Intermediate plate portion 20 formed with a predetermined thickness is formed at the center of the three-dimensional steel wire structure manufactured by welding horizontally with the steel wire 13, and binding to the both sides of the steel wire structure as required to the structural reinforcing bar 50 of a predetermined standard By forming the PC concrete parts 30 and 40 to a certain thickness, the thickness of the PC concrete panel is maintained to have a structural force enough to support the load of the high-rise building, and the upper and lower wall panels and slab panels are used as structural reinforcing bars. It is effective to integrate the whole building by welding each other and placing part of it with unhardened concrete.
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| Application Number | Priority Date | Filing Date | Title |
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| KR2019970002923U KR200178874Y1 (en) | 1997-02-24 | 1997-02-24 | Pc concrete wall panel |
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| KR2019970002923U KR200178874Y1 (en) | 1997-02-24 | 1997-02-24 | Pc concrete wall panel |
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| KR19980058501U true KR19980058501U (en) | 1998-10-26 |
| KR200178874Y1 KR200178874Y1 (en) | 2000-05-01 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010069340A (en) * | 2001-03-10 | 2001-07-25 | 전주한 | Technology to install surface stone over PC Wire Wall Panel. |
| KR20030003808A (en) * | 2001-07-04 | 2003-01-14 | 김미자 | Installing Method with Instrument for Rolled Rebar on Reinforced Concrete Wall |
| KR101214980B1 (en) * | 2011-08-16 | 2013-01-09 | 한국건설기술연구원 | Concrete composite wall construction method with inner insulation and composite shear connector |
| KR101331599B1 (en) * | 2011-08-24 | 2013-11-21 | 이승영 | Facilities Using Prefabricated Wall |
| KR101630238B1 (en) * | 2015-02-09 | 2016-06-14 | 주식회사 태영피씨엠 | Constructing structure using pc-wall |
| CN110700420A (en) * | 2018-07-10 | 2020-01-17 | 周兆弟 | Prefabricated wall body and assembly structure of assembly type building and construction method of prefabricated wall body and assembly structure |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20180092477A (en) | 2017-02-09 | 2018-08-20 | 주식회사 누리가온 | Prefabricated wall with precast concrete inner and outer panel |
-
1997
- 1997-02-24 KR KR2019970002923U patent/KR200178874Y1/en not_active IP Right Cessation
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010069340A (en) * | 2001-03-10 | 2001-07-25 | 전주한 | Technology to install surface stone over PC Wire Wall Panel. |
| KR20030003808A (en) * | 2001-07-04 | 2003-01-14 | 김미자 | Installing Method with Instrument for Rolled Rebar on Reinforced Concrete Wall |
| KR101214980B1 (en) * | 2011-08-16 | 2013-01-09 | 한국건설기술연구원 | Concrete composite wall construction method with inner insulation and composite shear connector |
| KR101331599B1 (en) * | 2011-08-24 | 2013-11-21 | 이승영 | Facilities Using Prefabricated Wall |
| KR101630238B1 (en) * | 2015-02-09 | 2016-06-14 | 주식회사 태영피씨엠 | Constructing structure using pc-wall |
| CN110700420A (en) * | 2018-07-10 | 2020-01-17 | 周兆弟 | Prefabricated wall body and assembly structure of assembly type building and construction method of prefabricated wall body and assembly structure |
Also Published As
| Publication number | Publication date |
|---|---|
| KR200178874Y1 (en) | 2000-05-01 |
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