KR100397580B1 - A method of executing a building using an iron reinforcing rod - Google Patents
A method of executing a building using an iron reinforcing rod Download PDFInfo
- Publication number
- KR100397580B1 KR100397580B1 KR10-2000-0080367A KR20000080367A KR100397580B1 KR 100397580 B1 KR100397580 B1 KR 100397580B1 KR 20000080367 A KR20000080367 A KR 20000080367A KR 100397580 B1 KR100397580 B1 KR 100397580B1
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- South Korea
- Prior art keywords
- reinforcement
- bracket
- building
- construction
- interior
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 18
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title 2
- 229910052742 iron Inorganic materials 0.000 title 1
- 230000002787 reinforcement Effects 0.000 claims abstract description 49
- 238000010276 construction Methods 0.000 claims abstract description 35
- 238000009415 formwork Methods 0.000 claims abstract description 24
- 239000000463 material Substances 0.000 claims abstract description 20
- 239000011810 insulating material Substances 0.000 claims abstract description 14
- 238000009435 building construction Methods 0.000 claims abstract description 7
- 238000003780 insertion Methods 0.000 claims description 5
- 230000037431 insertion Effects 0.000 claims description 5
- 125000006850 spacer group Chemical group 0.000 claims description 3
- 238000009413 insulation Methods 0.000 abstract description 8
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 239000012212 insulator Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
Classifications
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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
- 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
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/7608—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only comprising a prefabricated insulating layer, disposed between two other layers or panels
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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
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
본 발명은 건물용 철근배근체와 이를 이용한 건물 시공방법에 관한 것으로써, 종래에는 건물의 내/외 벽면을 시공하기 위해 거푸집을 설치/해체 작업이 필요하고, 내/외장재의 시공작업을 별도로 행하여야 하므로 시간이 많이 걸려 인력소모가 많은 등 공사비 상승의 요인이 많았다.The present invention relates to a building reinforcement for the building and a building construction method using the same, conventionally required to install / dismantle the formwork to construct the interior / exterior walls of the building, and the construction work of the interior / exterior materials separately As it takes a lot of time, it caused a lot of manpower consumption, causing a lot of construction cost increase.
이에 본 발명은 양쪽 철근(101a)(101b) 외측에서 끼워져 용접 고정되는 "ㄷ"형 브라켓(110) 사이에 유동방지구(122)가 구비된 간격유지구(120)를 조립하고, 상기 간격유지구(120) 중앙에는 단열재 고정구(130)를 조립하며, 상기 브라켓(110) 외측에는 체결구멍(152) 다수개가 격자형으로 뚫려있는 판재용 브라켓(150)을 조립하여 배근체 유니트(100)로 형성한 다음 클램프(171)가 소정간격으로 부착된 횡철근체(170)로 상기 배근체 유니트(100)를 연속 조립하고, 판재용 브라켓(150)에 내/외장재 및 거푸집용 판재(310)(320)을 설치한 다음 콘크리트를 타설하여 양생시키면 벽체시공과 단열시공 및 내/외장재 시공이 동시에 달성되므로 공사기일을 상당히 단축하면서도 많은 공사비를 절감할 수 있는 것이다.Accordingly, the present invention assembles the gap retaining hole 120 provided with the flow preventing hole 122 between the "c" -shaped bracket 110 is inserted and welded fixed to the outside of both reinforcing bars (101a) (101b), maintaining the gap Assembling the heat insulating material fixture 130 in the center of the sphere 120, and assembling the plate bracket 150, a plurality of fastening holes 152 in the lattice form on the outside of the bracket 110 to the reinforcement unit 100 After forming and continuously assembling the reinforcement unit 100 with a transverse reinforcement body 170 is attached to the clamp 171 at a predetermined interval, and the inner / outer material and the form plate 310 (320) to the plate bracket 150 If you install concrete and then cure it, you can achieve wall construction, insulation construction and interior / exterior materials at the same time.
Description
본 발명은 콘크리트 건물의 뼈대로 시공 설치되는 건물용 철근배근체와 이를 이용한 건물 시공방법에 관한 것으로써, 더욱 상세히는 양쪽 철근이 소정 간격 유지되게 조립한 배근체 유니트 다수개를 횡 철근체로 손쉽게 조립하여 건물시공용 철근배근체를 구성하고, 그러한 철근배근체에 의해 내/외장재 및 거푸집용 판재를 손쉽게 탈부착할 수 있도록 하므로서 공기단축과 공사비 절감의 효과를 볼 수 있는 건물용 철근배근체와 이를 이용한 건물 시공방법을 제공하기 위한 것이다.The present invention relates to a reinforcement for a building that is installed as a skeleton of a concrete building and a building construction method using the same, and more particularly, a plurality of reinforcement units assembled so that both rebars are maintained at a predetermined interval, easily assembled into a transverse rebar. By constructing reinforcement for building construction and making it easy to attach / remove interior / exterior materials and formwork plate by such reinforcement, building reinforcement for building that can reduce the air shortage and construction cost and use it It is to provide a building construction method.
일반적으로 건물시공 때 충진되는 콘크리트는 큰 압축강도를 가지고 있으나, 그 자체만으로는 인장 및 전단하중에 취약한 단점이 있으므로 이를 보완하는 골격으로 철근이나 형강, 빔 등으로 된 철골조를 설치하고 있으며, 상기 철골조는 지진이나 외부에서 발생되는 진동 등으로 부터 건물을 안전하게 보호하여 주는 중요한 역할을 한다.In general, the concrete filled during building construction has a large compressive strength, but in itself it is a weak point to the tensile and shear loads, so as a supplement to the skeleton is installed a steel frame made of reinforcing bars, section steel, beams, etc. It plays an important role in protecting buildings from earthquakes or external vibrations.
즉, 콘크리트 건물은 바닥을 기초한 후 외벽과 내벽이 설치될 부위에 먼저 철근이나 형강, 빔 등을 종횡으로 배열하여 철골조 공사를 하였고, 그후 설치된 철골조의 양측으로 내,외 거푸집을 설치하여 생콘크리트를 타설한 다음 타설된 콘크리트가 양생 완료되면 다시 그 상측에 슬라브용 철근배근체를 배근하고 거푸집을 설치한 다음 콘크리트를 타설하여 슬라브를 형성하였으며, 상기와 같이 내,외벽과 슬라브의 시공이 완료되면 거푸집의 철거작업과 단열시공 및 내,외장재의 시공작업을 차례로 행하였다.In other words, the concrete building is constructed with steel frame by arranging reinforcing bars, section steel, beams, etc. first and laterally on the part where the outer wall and the inner wall are to be installed, and then installs the internal and external formwork on both sides of the installed steel frame. After pouring the finished concrete after curing, reinforce the slab reinforcement body and install the formwork on the upper side, and then cast the concrete to form the slab, and when the construction of the inner and outer walls and the slab is completed as described above The demolition work, insulation work and interior and exterior materials work were carried out in this order.
상기한 종래의 시공과정을 보다 상세히 설명하면 소정부위에 필요한 철근이나 형강,빔 등의 철골조를 종횡으로 배열하여 서로 결착한 다음 그 내,외측으로 목제 거푸집을 주로 설치하는데, 이때 상기 내,외 거푸집은 각각 바깥면으로 버팀목을 세워서 지탱시켜 주거나 또는 간격 유지구를 사용하여 거푸집이 설치된 상태를 유지할 수 있도록 하였다.When the above-described conventional construction process is described in more detail, steel frames such as reinforcing bars, section steels, beams, and the like required for a predetermined site are vertically and horizontally bound to each other, and then wooden preforms are installed to the inside and the outside. Each can be supported either by supporting crutches on the outside or by using a spacer to maintain the formwork.
그런데 거푸집의 설치상태를 유지하기 위해 버팀목을 사용할 경우에는 일일이 대못으로 박아야 하는 번거로움과 해체작업이 어려운 문제점이 발생하고, 간격유지구를 사용할 경우에는 주로 내,외 거푸집을 간격유지구로 관통시켜 체결하였는바 이 역시 체결작업이 번거롭고 시간이 오래걸려서 거푸집을 설치하는데 만도 상당한 시간이 소요되었다.However, when using the shoring to maintain the installation of the formwork, the hassle and difficulty of dismantling work need to be nailed one by one, and when using the spacing area, the inside and outside formwork is mainly penetrated by the spacing area. The fastening work was cumbersome and took a long time, so it took a long time to install the formwork.
그리고 입벽과 슬라브가 콘크리트체로 양생 완료된 후에는 상기와 같이 기히 설치한 내,외 거푸집을 해체하여야 하는데 이때에도 상기의 버팀목이나 간격유지구를 먼저 제거한 후 거푸집을 해체하여야 하므로 이로인해 소요되는 공사기일과 인건비 지출이 상당하며, 특히 상기와 같은 거푸집과 버팀목, 간격유지구 등으로 인해 소요되는 부자재비는 공사비의 상당부분을 차지하여 이로 인한 공사비의 상승부담도 무시할 수가 없는 상태이다.In addition, after the entrance wall and slab are completely cured with concrete, the interior and exterior formwork installed as above should be dismantled.In this case, the formwork and spacing area must be removed first, and then the formwork must be dismantled. Labor costs are considerable, and the subsidiary materials costs due to the formwork, shoring, spacing, etc. above account for a large part of the construction costs, and the rising cost of construction costs cannot be ignored.
또한 종래에는 상기와 같이 내외벽과 슬라브의 시공작업을 행한 후에는 외벽의 내측으로 단열판을 설치하고 벽돌을 쌓는 단열시공과 내,외장재의 시공작업을 각각 별도로 행하였는바, 이와같이 내외벽과 슬라브의 시공작업 및 단열시공과 내,외장재의 시공작업을 함께 행하지 못하고 따로따로 시공할 경우에는 공사기일이 상당히 길게 소요되고 인건비의 지출이 많이 소요됨으로 인해 공사비가 상승되는 문제점이 있다.In addition, in the related art, after the inner and outer walls and the slab construction work as described above, the insulation work is installed separately from the inner wall of the outer wall, and the inner and outer materials are stacked. Thus, the inner and outer walls and the slab are constructed. If the work and insulation construction and the internal and external construction work cannot be performed together, and the construction is performed separately, there is a problem in that the construction cost is increased due to the considerably long construction period and the high labor cost.
본 발명은 상기한 종래의 문제점을 해소하기 위해 발명된 것으로서, 본 발명의 목적은 조립 시공이 신속 간편한 건물용 철근배근체를 제공하고, 또한 그러한 철근배근체의 내/외측에 내/외장재 및 거푸집용 판재를 손쉽게 설치하여 콘크리트를 타설한 후 양생시키면 벽체시공과 단열시공 및 내/외장재 시공이 동시에 달성되게 하여 공기단축과 공사비 절감을 이룰 수 있는 건물용 철근배근체와 이를 이용한 건물 시공방법을 제공하는데 있다.The present invention has been invented to solve the above-mentioned conventional problems, the object of the present invention is to provide a reinforcement for building fast and easy building, and also to the interior / exterior materials and formwork in / out of such reinforcement Provide easy reinforcement for building and building construction method that can achieve air shortening and construction cost by achieving wall construction, insulation construction, and interior / exterior materials construction at the same time by installing concrete plate after curing It is.
도 1 은 본 발명의 철근배근체가 조립된 상태를 일 실시예로 예시한 사시도1 is a perspective view illustrating an example in which a reinforcement body of the present invention is assembled;
도 2 는 본 발명에서 배근체 유니트의 철근에 브라켓과 간격유지구 및 판재 브라켓이 조립되는 상태를 분해하여 보인 사시도Figure 2 is an exploded perspective view showing a state in which the bracket and the spacing and the plate bracket is assembled to the rebar of the reinforcement unit in the present invention
도 3 은 본 발명에서 배근체 유니트의 철근에 횡철근체의 클램프를 끼워 조립하는 상태를 보인 사시도Figure 3 is a perspective view showing a state of fitting the clamp of the transverse reinforcement to the reinforcement of the reinforcement unit in the present invention
도 4 는 본 발명의 철근배근체가 조립된 상태를 보인 측면도Figure 4 is a side view showing a state in which the reinforcement of the present invention is assembled
도 5 는 본 발명의 철근배근체 시공과 단열시공 및 내/외 판재를 조립시공한 상태를 보인 평면도5 is a plan view showing a state in which the reinforcement construction and insulation construction and the interior / exterior plate assembly of the present invention assembled
도 6 은 도 5 상태에서 콘크리트를 타설한 상태를 보인 평면도FIG. 6 is a plan view showing a state in which concrete is poured in FIG. 5; FIG.
도면의 주요 부분에 대한 부호의 설명Explanation of symbols for the main parts of the drawings
100 : 배근체 유니트 101a,101b: 철근100: reinforcement unit 101a, 101b: rebar
110 : 브라켓 120 : 간격유지구110: bracket 120: spacing area
130 : 단열재 고정구 150 : 판재용 브라켓130: heat insulating material fixture 150: plate bracket
170 : 횡철근체 310,320 : 내/외장재 및 거푸집용 판넬170: transverse steel 310,320: panel for interior / exterior materials and formwork
이하 본 발명의 목적을 효과적으로 달성할 수 있는 기술구성 및 작용을 바람직한 실시 예로 첨부한 별첨의 도면에 의해 상세히 설명하면 다음과 같다.DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT Hereinafter, the technical configuration and operation capable of effectively achieving the object of the present invention will be described in detail with reference to the accompanying drawings as preferred embodiments.
도 1 은 본 발명의 철근배근체가 조립된 상태를 일례로 도시한 사시도로서, 이에 도시된 바와 같이 본 발명의 철근배근체는 한쌍의 철근(101a)(101b)을 간격유지구로 소정간격 유지시켜서 배근체 유니트를 구성함에 있어서, 도 2 와 같이 상기 철근(101a)(101b) 외측에서 끼워져 용접 고정되는 "ㄷ"형 브라켓(110)의 내측단에는 핀공(111)이 형성되고 외측단과 전면에는 각각 체결공(112)(113)이 형성된다.1 is a perspective view showing an assembled state of the reinforcement of the present invention as an example, as shown in the reinforcement of the present invention is a reinforcement by maintaining a pair of reinforcement (101a) (101b) at a predetermined interval to maintain the spacing In forming the sieve unit, a pin hole 111 is formed at the inner end of the "c" type bracket 110 which is inserted and welded to the outside of the reinforcing bars 101a and 101b as shown in FIG. Balls 112 and 113 are formed.
그리고, 상기 철근(101a)과 철근(101b)의 간격유지구(120)는 브라켓(110)의 핀공(111)과 일치되는 핀공(121)이 양쪽 끝단에 형성된 상태에서 유동방지구(122)가 끼워져 결합된 상태에서 상기 브라켓(110)의 내측에 결합되도록 구성되어 있으며, 상기 간격유지구(120) 중앙의 체결공(123)에는 양쪽으로 단열재(200) 지지용 날개편(131)이 절곡 돌출된 한쌍의 단열재 고정구(130)를 서로 대향되게 체결한 구성으로 되어 있다.In addition, the gap retaining hole 120 of the reinforcing bar 101a and the reinforcing bar 101b is formed in both ends of the pin hole 121 corresponding to the pin hole 111 of the bracket 110. It is configured to be coupled to the inner side of the bracket 110 in a fitted state, and the wing piece 131 for supporting the heat insulator 200 on both sides is fastened to the fastening hole 123 at the center of the spacing holder 120. The pair of heat insulating material fixtures 130 are fastened to face each other.
그리고, 상기 브라켓(110)의 외측에는 양단에 체결공(151)이 형성되고 전면에는 판재용 체결구멍(152) 다수개가 격자형으로 뚫려있는 판재용 브라켓(150)을 끼워 체결공(151)을 일치시킨 후 핀이나 나사못 등의 체결수단(160)으로 체결하여 하나의 배근체 유니트(100)를 형성하고 있다.In addition, a fastening hole 151 is formed at both ends of the outside of the bracket 110, and a fastening hole 151 is inserted into the plate bracket 150 having a plurality of plate fastening holes 152 drilled in a grid. After matching, fastening by means of fastening means 160, such as pins or screws, to form one reinforcement unit 100.
또한, 상기와 같이 조립되는 각 배근체 유니트(100)를 병렬로 위치시킨 상태에서 중앙에 철근 삽입홈(172)이 형성되고 후단에 고정핀(173)이 끼워지는 클램프(171)가 소정간격으로 연속 부착된 횡철근체(170)를 사용하여 연속 조립하도록 구성된 것으로서, 도면중 미설명 부호 (132)는 단열재 고정구(130)를 조립하기 위한 구멍 이고, (310)(320)은 판재용 브라켓(150)에 체결되는 내/외장재 및 거푸집용 판재 이다.In addition, the reinforcement insertion grooves 172 are formed in the center and the clamps 171 in which the fixing pins 173 are fitted at the rear end at predetermined intervals in the state where each of the reinforcement units 100 assembled as described above are placed in parallel. It is configured to continuously assemble using the horizontally attached transverse reinforcing body 170, the reference numeral 132 in the figure is a hole for assembling the heat insulating material fixture 130, 310, 320 is a plate bracket 150 ) It is a plate for interior / exterior materials and formwork fastened to).
이와 같이 형성된 본 발명에서 상기 배근체 유니트와 횡철근체를 이용하여 건물용 철근배근체를 시공하는 과정을 공정별로 상세하게 설명하면 다음과 같다.In the present invention formed as described above will be described in detail for each process the process of constructing a reinforcement for buildings using the reinforcement unit and the transverse reinforcement body.
제1공정 (철근배근체 시공 공정)1st process (rebar reinforced body construction process)
중앙에 단열재 고정구(130)가 조립된 간격유지구(120)와 외측에 판재용 브라켓(150)이 조립되는 브라켓(110)을 사용하여 양쪽 철근(101a)(101b)이 소정간격 유지되는 배근체 유니트(100)를 병렬로 연속 세워놓은 상태에서 도 3 과 같이 횡철근체(170)에 부착된 각 클램프(171)의 삽입홈(172)을 양쪽 철근(101a)(101b)에 끼우고 고정핀(173)을 강제 삽입하면 클램프(171)가 철근(101a)(101b)에서 빠지지 않음에 따라 배근체 유니트(100)는 양쪽 횡철근체(170)들에 의해 일정 간격으로 조립된 상태를 견고하게 유지한다.Reinforcement body in which both reinforcing bars 101a and 101b are maintained at a predetermined interval by using the bracket 110 to which the spacer bracket 150 is assembled to the outside and the gap holder 120 to which the heat insulating material fixture 130 is assembled. In the state in which the unit 100 is continuously placed in parallel, the insertion grooves 172 of the clamps 171 attached to the transverse rebars 170 are inserted into both rebars 101a and 101b as shown in FIG. When forced insertion of 173, as the clamp 171 does not fall out of the reinforcing bars 101a and 101b, the reinforcement unit 100 maintains the state assembled at regular intervals by both transverse rebars 170. .
그리고, 간격유지구(120)의 양단은 유동방지구(122)가 브라켓(110)의 내면에 밀착된 상태를 유지하므로 간격유지구(120)의 양단이 브라켓(110)에서 유동될 우려가 없는 것으로서, 그 체결력이 매우 양호한 것이다.In addition, both ends of the gap retaining hole 120 maintain the state in which the flow preventing hole 122 is in close contact with the inner surface of the bracket 110, so that both ends of the gap retaining hole 120 may not flow in the bracket 110. As a result, the fastening force is very good.
제2공정 (단열재 시공공정)2nd process (insulation material construction process)
상기의 배근체 유니트(100) 조립 및 시공이 완료되면 배근체 유니트(100)의 간격유지구(120) 중앙에서 서로 마주보고 있는 양쪽 단열재 고정구(130)의 날개편(131) 사이에 형성된 공간부를 이용하여 단열재(200)를 삽입한다. 이때, 상기 날개편(131)들은 단열재(200)가 끼워질 때 안내함과 동시에 단열재(200)들을 견고하게 잡아주는 역활을 하는 것으로서, 단열재(200)의 시공이 간편하다.When the assembly and construction of the reinforcement unit 100 is completed, the space formed between the wing pieces 131 of both the heat insulating material fixtures 130 facing each other in the center of the spacing 120 of the reinforcement unit 100 is formed. Insert the heat insulator 200 by using. At this time, the wing pieces 131 are guided when the heat insulating material 200 is fitted and at the same time serves to firmly hold the heat insulating material 200, the construction of the heat insulating material 200 is easy.
제3공정 (내/외장재 및 거푸집용 판재 시공공정)3rd process (internal / exterior materials and form plate construction process)
상기 제2공정의 단열재(200) 시공이 완료된 후 양쪽 철근(101a)(101b)에 부착되어 있는 판재용 브라켓(150)의 전면에 격자형으로 뚫려 있는 체결구멍(152)을 이용하여 다수의 내/외장재 및 거푸집용 판재(310)(320)를 도 5 와 같이 체결한다.After the construction of the heat insulator 200 of the second process is completed, a plurality of inner parts are formed by using the fastening holes 152 that are bored in a lattice shape on the front surface of the plate bracket 150 attached to both reinforcing bars 101a and 101b. / Exterior and formwork boards 310 and 320 are fastened as shown in FIG.
제4공정 (콘크리트 타설 및 양생공정)4th process (concrete casting and curing process)
상기 3공정이 완료되면 도 6 과 같이 콘크리트 타설작업을 행하여 양쪽 내/외장재 및 거푸집용 판재(310)(320) 사이로 타설되는 콘크리트가 충진되면 내/외장재 및 거푸집용 판재(310)(320) 사이에 있던 배근체 유니트(100)와 횡철근체(170) 들은 모두 충진된 콘크리트 속에 파 묻히게 되며, 이러한 상태에서 충진된 콘크리트가 양생되면 내/외장재 및 거푸집용 판재(310)(320)와 단열재(200)가 동시 시공되므로 종래처럼 콘크리트 양생 후 거푸집 제거작업이나 단열재 시공작업이 필요하지 않아 공사기일이 상당히 단축된다.When the three processes are completed, the concrete is poured between both the interior and exterior materials and formwork plates 310 and 320 by filling the concrete as shown in FIG. 6 between the interior and exterior materials and formwork plates 310 and 320. The reinforcement unit 100 and the transverse reinforcing body 170 which are in the state are buried in the filled concrete, and when the filled concrete is cured in this state, the interior and exterior materials and formwork plates 310 and 320 and the heat insulating material (200) Since the construction is performed at the same time, it is not necessary to remove the formwork or the insulation work after curing the concrete.
이상에서 상술한 바와 같이 본 발명은 건물의 주 골격인 철근배근체의 조립시공이 상당히 신속 간편하고, 철근배근체의 내/외측에 내/외장재 및 거푸집용 판재를 설치한 후 콘크리트를 타설하여 양생시키기만 하면 벽체시공과 단열시공 및 내/외장재 시공이 동시에 달성되므로 공사기일을 상당히 단축하면서도 많은 공사비를 절감할 수 있는 효과가 있다.As described above, the present invention is very quick and easy to assemble the reinforcement of the reinforcement that is the main skeleton of the building, and to install the interior / exterior materials and formwork plate on the inside / outside of the reinforcement to cure by pouring concrete If it is done, wall construction, insulation construction and interior / exterior construction are achieved at the same time, thereby significantly reducing the construction date and reducing the cost of construction.
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