KR100732603B1 - Block for building's wall - Google Patents

Block for building's wall Download PDF

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Publication number
KR100732603B1
KR100732603B1 KR1020060011994A KR20060011994A KR100732603B1 KR 100732603 B1 KR100732603 B1 KR 100732603B1 KR 1020060011994 A KR1020060011994 A KR 1020060011994A KR 20060011994 A KR20060011994 A KR 20060011994A KR 100732603 B1 KR100732603 B1 KR 100732603B1
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KR
South Korea
Prior art keywords
panel
coupling
insert plate
primary
block
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Application number
KR1020060011994A
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Korean (ko)
Inventor
김성모
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김성모
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Priority to KR1020060011994A priority Critical patent/KR100732603B1/en
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Publication of KR100732603B1 publication Critical patent/KR100732603B1/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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • E04B2/08—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • 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
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
    • 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
    • E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

A block for a wall of a building is provided to reduce the cost and manpower required for installing and removing a form by fulfilling the function of a form, to meet the required thickness of a wall by using a length regulating bar selectively, to increase strength by inserting high strength insert plates to panels and to increase coupling strength by forming coupling projections and coupling grooves to engage with each other. The block for a wall of a building comprises a primary panel(11) provided with coupling projections(111,131) and coupling grooves(121,141) and fitted with a primary insert plate(211) to increase strength, a secondary panel(12) provided with coupling projections(112,132) and coupling grooves(122,142), fitted with a secondary insert plate to increase strength and placed correspondingly to the primary panel, and a coupler(30) connecting the primary panel and the secondary panel. The primary panel and the secondary panel are manufactured with expanded plastic materials such as EPP(expanded polypropylene), EPS(expanded polystyrene), EPE(expanded polyethylene), etc. The coupler is manufactured with unexpanded plastic materials such as PP(polypropylene), PS(polystyrene), PE(polyethylene), etc. and composed of a primary projection installed on one side of the primary insert plate and exposed to one side of the primary panel, a primary coupling portion projected to the end of the primary projection, a secondary projection installed to one side of the secondary insert plate and exposed to one side of the secondary panel, a secondary coupling portion projected to the end of the secondary projection, and a length regulating bar provided with a length regulating portion and a primary coupled portion and a secondary coupled portion engaged with the primary coupling portion and the secondary coupling portion.

Description

건물 벽체용 형틀 블럭{Block for building's wall}Block for building's wall

도 1은 본 발명의 실시예에 따른 건물 벽체용 형틀 블럭의 사시도,1 is a perspective view of a mold block for a building wall according to an embodiment of the present invention;

도 2는 본 발명의 실시예에 따른 건물 벽체용 형틀 블록의 투영사시도,2 is a perspective perspective view of a form block for a building wall according to an embodiment of the present invention;

도 3은 본 발명의 실시예에 따른 결합수단의 분해사시도,3 is an exploded perspective view of a coupling means according to an embodiment of the present invention;

도 4는 본 발명의 실시예에 따른 건물 벽체용 형틀 블록의 사용상태도,Figure 4 is a state of use of the form block for the building wall according to an embodiment of the present invention,

도 5는 종래 금형식 발포 폴리스틸렌 중공 블럭의 사시도이다.5 is a perspective view of a conventional mold-type expanded polystyrene hollow block.

<도면의 주요부호에 대한 설명><Description of Major Symbols in Drawing>

11 : 일측 패널 12 : 타측 패널11: one side panel 12: the other side panel

30 : 결합수단 111,112,131,132 : 결합돌부30: coupling means 111,112,131,132: coupling protrusion

121,122,141,142 : 결합요부 211 : 일측 인서트판121,122,141,142: coupling recess 211: one side insert plate

212 : 타측 인서트판 300 : 길이조절바212: the other side insert plate 300: length adjustment bar

311 : 일측 돌출부 312 : 타측 돌출부311: one protrusion 312: the other protrusion

321 : 일측 결합부 322 : 타측 결합부321: one side coupling portion 322: the other coupling portion

331 : 일측 피결합부 332 : 타측 피결합부331: one to be joined 332: the other to be joined

340 : 길이조절부 411,412 : 횡격벽340: length control unit 411,412: transverse bulkhead

421,422 : 종격벽 431,432 : 홀421,422: Vertical bulkhead 431,432: Hall

451,452 : 그물망 구조451,452: network structure

본 발명은 구성 간 조립방식에 의해 두께조절이 가능하고, 강도 및 결합력이 향상되며, 거푸집의 기능을 수행하는 건물 벽체용 형틀 블럭에 관한 것이다.The present invention relates to a frame block for building walls that can control the thickness by the assembly method between the components, the strength and bonding strength is improved, and performs the function of formwork.

일반적으로 건물 층간의 내외 벽체는 철근과 목재합판 또는 철판의 거푸집으로 형틀을 만들고, 그 형틀 내에 콘크리트나 모르타르를 넣어 양생 및 건조한 후, 거푸집을 제거하고 단열재를 부착하고 문과 창호의 틀을 설치한 후 미장마감을 하여 완성되거나, 도 5에 도시된 금형속에 발포 폴리스틸렌을 주입하여 성형된 발포 폴리스틸렌 중공 블럭(500)을 쌓고 가장자리를 발포 폴리우레탄 등의 접착제로 접합하여 연결한 후 내부에 철근과 콘크리트를 채워 넣고 양생하여 완성된다.In general, the interior and exterior walls between floors of a building are made of formwork made of reinforcing bars and wooden plywood or formwork, and after curing and drying with concrete or mortar in the form, removing formwork, attaching insulation, and installing doors and windows. Finished by plastering, or by injecting expanded polystyrene into the mold shown in Figure 5, the foamed polystyrene hollow block (500) is stacked, and the edges are bonded and bonded with an adhesive such as foamed polyurethane, and then reinforced steel and concrete inside Fill and cure to complete.

상기의 철근과 거푸집을 이용하는 방식은, 철근을 격자무늬로 배열, 고정시키고 수직으로 새워 형틀을 형성한 후, 형틀의 외부에 거푸집을 설치하고 단열재등의 내장재를 부착하는 등 많은 자재와 인력과 시간이 소요되는 단점이 있다.The above method of using reinforcing bars and formwork includes arranging and fixing the reinforcing bars in a lattice pattern, forming a mold vertically, and then installing formwork on the outside of the form and attaching interior materials such as insulation, and so on. This takes a disadvantage.

또한, 금형에 의한 발포 폴리스틸렌 중공 블럭(500)에 의한 방식은 블럭의 입체형상을 구현하기 위한 금형의 제작이 어렵고 제작비용이 많이 들며 이로 인해 다양한 크기의 블럭을 제작할 수 없어 결국 벽의 두께를 다양하게 만들 수 없다는 단점이 있다. 또한, 블럭들을 연결할 때 접착제만을 사용하기 때문에 결합력이 약하다는 단점이 있다.In addition, the foam polystyrene hollow block 500 by means of the mold is difficult to manufacture a mold for implementing the three-dimensional shape of the block and the production cost is high, which is not able to produce a block of various sizes, thereby varying the wall thickness The disadvantage is that it can't be made. In addition, there is a disadvantage in that the bonding strength is weak because only the adhesive is used when connecting the blocks.

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로, 본 발명의 목적은 거푸집의 역할을 수행하여 거푸집의 설치 및 제거를 위한 비용 및 인력이 절감되는 건물 벽체용 형틀 블럭을 제공하는데 있다.The present invention is to solve the above problems, it is an object of the present invention to provide a form block for building walls that can reduce the cost and manpower for the installation and removal of the formwork.

본 발명의 다른 목적은 결합되는 구성의 형태가 단순하여 제작비용이 절감되고, 길이가 상이한 형태별로 다수개 제작된 길이조절바를 선택적으로 적용하여 요구되는 벽의 두께를 만족시키는 건물 벽체용 형틀 블럭을 제공하는데 있다.Another object of the present invention is to simplify the form of the combined structure to reduce the manufacturing cost, and to apply a plurality of length adjustment bar produced by the shape of the different length to form a frame block for building walls satisfying the required wall thickness To provide.

본 발명의 다른 목적은 패널에 강도가 큰 인서트판을 내삽시켜 강도가 향상된 건물 벽체용 형틀 블럭을 제공하는데 있다.Another object of the present invention is to provide a mold block for building walls having improved strength by inserting a high strength insert plate into a panel.

본 발명의 다른 목적은 블럭을 패널의 측단에 형성된 서로 맞물려 결합되는 결합돌부와 결합요부에 의하여 결합력이 향상된 건물 벽체용 블럭을 제공하는데 있다.It is another object of the present invention to provide a block for a building wall having improved binding force by a coupling protrusion and a coupling recess formed by engaging blocks formed at side ends of panels.

상기한 목적을 달성하기 위하여, 강도를 향상시키기 위해 강도가 큰 재질을 갖는 일측 인서트판이 내삽되는 일측 패널과; 강도를 향상시키기 위해 강도가 큰 재질을 갖는 타측 인서트판이 내삽되고, 상기 일측 패널과 떨어져 대응되게 배치되는 타측 패널과; 상기 일측 패널 및 타측 패널을 연결시키는 결합수단으로 이루어지는 것을 특징으로 하는 건물벽체용 형틀 블록을 제공한다.In order to achieve the above object, one side panel is inserted one side insert plate having a material of high strength to improve the strength; A second insert plate having a high strength material interpolated to improve the strength, the other panel being disposed to correspond to the one panel apart from the first insert panel; It provides a mold block for a building wall, characterized in that the coupling means for connecting the one panel and the other panel.

나아가 상기 결합수단은 상기 일측 인서트판의 일측면에 일체로 설치되되 상기 타측 패널과 대향되는 상기 일측 패널의 일측면으로 단부가 노출되는 일측 돌출부와; 상기 일측 돌출부의 노출된 끝단에 일체로 돌출 형성된 일측 결합부와; 상기 타측 인서트판의 일측면에 일체로 설치되되 상기 일측 패널과 대향되는 상기 타측 패널의 일측면으로 단부가 노출되는 타측 돌출부와; 상기 타측 돌출부의 노출된 끝단에 일체로 돌출 형성된 타측 결합부와; 길이조절부, 상기 길이조절부의 양측에 일체로 설치되는 것으로 상기 일측 결합부 및 타측 결합부와 각각 맞물려 결합되는 일측 피결합부 및 타측 피결합부로 구성되는 길이조절바;로 이루어지되, 상기 길이조절바는 상기 길이조절부의 길이가 상이한 형태별로 다수개 제작되어 요구되는 블럭의 두께를 만족하도록 적용되는 것을 특징으로 하는 건물 벽체용 형틀 블록을 제공한다.Furthermore, the coupling means may be integrally installed on one side of the one side insert plate, and one side protrusion having an end portion exposed to one side of the one side panel facing the other side panel; One side coupling part protruding integrally at the exposed end of the one side protrusion; An other protrusion integrally installed on one side of the other insert plate, the end of which is exposed to one side of the other panel opposite to the one panel; A second coupling part integrally protruding from the exposed end of the other protrusion; Length adjusting part, which is installed integrally on both sides of the length adjusting part, the length adjusting bar consisting of one side to be joined and the other side to be coupled to each other coupled with the one coupling portion and the other coupling portion; The bar provides a frame block for a building wall, characterized in that the length of the length adjustment portion is manufactured to a plurality of different shapes to be applied to satisfy the required thickness of the block.

나아가 상기 일측 패널에는 결합력을 향상시키기 위해 일측면에 결합돌부가 일체로 형성되고 타측면에 상기 결합돌부와 맞물려 결합되는 결합요부가 일체로 형성되며, 상기 타측 패널에는 결합력을 향상시키기 위해 일측면에 결합돌부가 일체로 형성되고 타측면에 상기 결합돌부와 맞물려 결합되는 결합요부가 일체로 형성된 것을 특징으로 하는 건물 벽체용 형틀 블록을 제공한다.Furthermore, the one side panel is integrally formed with a coupling protrusion on one side to improve the coupling force, and the other side is integrally formed with a coupling recess coupled with the coupling protrusion on the other side, and the other panel is provided on one side to improve the coupling force. It provides a form block for a building wall, characterized in that the coupling protrusion is formed integrally and the coupling recess is integrally coupled to the coupling protrusion on the other side.

나아가 상기 일측 패널 및 타측 패널의 재질은 발포플라스틱 계열이고, 상기 일측 인서트판 및 타측 인서트판 및 결합수단은 비발포플라스틱 계열인 것을 특징으로 하는 건물 벽체용 형틀 블록을 제공한다. Further, the material of the one side panel and the other side panel is a foam plastic series, and the one insert plate and the other insert plate and the coupling means provides a frame block for a building wall, characterized in that the non-foamed plastic series.

나아가 상기 일측 인서트판에는 상기 일측 패널과의 결합력을 향상시키기 위 해 그물망 구조가 형성되고, 상기 타측 인서트판에는 상기 타측 패널과의 결합력을 향상시키기 위해 그물망 구조가 형성된 것을 특징으로 하는 건물 벽체용 형틀 블록을 제공한다.Furthermore, the one side insert plate is formed with a network structure to improve the bonding force with the one side panel, the other insert plate is a building wall frame, characterized in that the mesh structure is formed to improve the bonding force with the other panel Provide a block.

이하 첨부된 도면을 참조하여 본 발명의 바람직한 실시예를 상세하게 설명하지만 본 발명이 실시예에 의해 제한되거나 한정되는 것은 아니다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings, but the present invention is not limited or limited by the embodiments.

도 1은 본 발명의 실시예에 따른 건물 벽체용 형틀 블럭의 사시도이고, 도 2는 본 발명의 실시예에 따른 건물 벽체용 형틀 블록의 투영사시도이며, 도 3은 결합수단의 분해사시도이다. 도시된 바와 같이 본 발명의 실시예인 건물 벽체용 형틀 블럭은 강도를 향상시키기 위해 강도가 큰 재질을 갖는 일측 인서트판(211)이 내삽되는 일측 패널(11)과 강도를 향상시키기 위해 강도가 큰 재질을 갖는 타측 인서트판(212)이 내삽되고, 상기 일측 패널(11)과 떨어져 대응되게 배치되는 타측 패널(12)과 상기 일측 패널(11) 및 타측 패널(12)을 연결시키는 결합수단(30)으로 이루어진다.1 is a perspective view of a building block for a building wall according to an embodiment of the present invention, Figure 2 is a perspective view of a building block for a building wall according to an embodiment of the present invention, Figure 3 is an exploded perspective view of the coupling means. As shown, the form block for a building wall according to the embodiment of the present invention has one side panel 11 into which one side insert plate 211 having a high strength material is inserted to improve strength, and a material having high strength to improve strength. The other insert plate 212 having an interposed therebetween, the coupling means 30 for connecting the other panel 12 and the one panel 11 and the other panel 12 which are disposed to correspond to the one panel 11 apart from each other Is done.

상기 일측 패널(11)의 일측면에는 결합돌부(111,131)가 일체로 설치되고 타측면에는 상기 결합돌부(111,131)와 맞물려 결합되는 결합요부(121,141)가 일체로 설치되고, 상기 타측 패널(12)의 일측면에는 결합돌부(112,132)가 일체로 설치되고 타측면에는 상기 결합돌부(112,132)와 맞물려 결합되는 결합요부(122,142)가 일체로 설치되어 있다. 그러나 이는 바람직한 실시예를 나타낸 것으로 이외에도 다양한 형태의 서로 맞물려 결합되는 형상을 가지는 결합돌부와 결합요부가 제안된다. One side of the panel 11 is integrally provided with coupling protrusions 111 and 131, and the other side is integrally installed with coupling recesses 121 and 141 which are engaged with the coupling protrusions 111 and 131, and the other panel 12. The coupling protrusions 112 and 132 are integrally installed on one side of the coupling protrusions 112 and 132, and the coupling recesses 122 and 142 coupled to the coupling protrusions 112 and 132 are integrally installed on the other side of the coupling protrusions 112 and 132. However, in addition to showing the preferred embodiment, there are proposed coupling protrusions and coupling recesses having shapes of engaging with each other in various forms.

그리고 상기 일측 패널(11) 및 타측 패널(12)의 재질은 발포플라스틱 계열로 서 EPP(Expanded Polypropylene), EPS(Expanded Polystyrene), EPE(Expanded Polyethylene)등을 선별하여 사용할 수 있다.In addition, the materials of the one panel 11 and the other panel 12 may be selected from EPP (Expanded Polypropylene), EPS (Expanded Polystyrene), and EPE (Expanded Polyethylene) as foamed plastics.

상기 일측 인서트판(211)과 타측 인서트판(212)은 바람직하게는 직사각형 모양이나 경우에 따라서는 다양한 형태를 갖는 판체로 상기 일측 패널(11) 및 타측 패널(12) 각각에 적어도 하나 이상 내삽된다.The one insert plate 211 and the other insert plate 212 is preferably a plate shape having a rectangular shape or in some cases, at least one is inserted into each of the one panel 11 and the other panel 12. .

이때 바람직하게는 두 개가 내삽되는데 이는 상기 일측 인서트판(211) 및 타측 인서트판(212)에는 후술하는 결합수단(30)의 구성 중 일측 돌출부(311)와 타측 돌출부(312)가 각각 일체로 돌출 설치되는데, 일측 패널(11)에 한 개의 일측 인서트 판이 내삽되고 타측 패널(12)에 한 개의 타측 인서트판(212)이 내삽되어 결합될 때는 지지점이 하나이기 때문에 유동하기 쉬워 원하는 블럭의 형태를 유지하기가 곤란하고, 각각 세 개 이상의 일측 인서트판(211) 과 타측 인서트판(212)이 내삽되어 결합될 때는 원하는 블럭의 형태를 유지하기 편하지만 자재의 낭비가 초래된다. 따라서 효과적이고 안정적으로 본 발명인 건물 벽체용 형틀 블럭을 실시하기 위해서는 바람직하게는 일측 패널(11)에 일측 인서트판(211)이 두 개가 내삽되고, 타측 패널(12)에는 타측 인서트판(212)이 두개 내삽된다.At this time, preferably two are interpolated, and the one side insert plate 211 and the other insert plate 212 protrudes integrally from one side protrusion 311 and the other side protrusion 312 of the configuration of the coupling means 30 to be described later. When one insert plate is inserted into one panel 11 and one insert plate 212 is inserted into and combined with the other panel 12, it is easy to flow because of one support point to maintain a desired block shape. It is difficult to do so, when the three or more insert plate 211 and the other insert plate 212 is inserted and combined, respectively, it is easy to maintain the shape of the desired block, but waste of material is caused. Therefore, in order to effectively and reliably implement the present invention building block for the building wall, two insert plates 211 are inserted into one panel 11, and the other insert plate 212 is provided on the other panel 12. Two are interpolated.

상기 일측 인서트판(211) 및 타측 인서트판(212)은 일측 패널(11) 및 타측 패널(12)에 따라 각각 다양한 크기와 형태를 가질 수 있으며 재질은 비발포플라스틱 계열로서 PP(Polypropylene), PS(Polystyrene), PE(Polyethylene)등을 선별하여 사용할 수 있다. 여기서 상기 일측 인서트판(211) 및 타측 인서트판(212)의 재질로서 비발포플라스틱 계열을 사용하는 이유는 발포플라스틱 계열에 비해 강도가 크기 때문에 상기 각 인서트판(211,212)이 내삽되는 각 패널(11,12)의 강도를 향상시키기 때문이다.The one insert plate 211 and the other insert plate 212 may have various sizes and shapes, respectively, according to one panel 11 and the other panel 12, and the material is a non-foamed plastic series PP (Polypropylene), PS (Polystyrene), PE (Polyethylene) can be selected and used. Here, the reason why the non-foamed plastic series is used as the material of the one insert plate 211 and the other insert plate 212 is that the respective insert plates 211 and 212 are interpolated because the strength is greater than that of the foamed plastic series. This is because the strength of (12) is improved.

그리고 상기 일측 인서트판(211)에는 상기 일측 패널(11)과의 결합력을 향상시키기 위해 복수개의 횡격벽(411)과 종격벽(421) 그리고 이들의 교차로 인해 형성된 복수개의 홀(431)로 이루어진 그물망 구조(451)가 형성되고, 상기 타측 인서트판(212)에는 상기 타측 패널(12)과의 결합력을 향상시키기 위해 복수개의 횡격벽(412)과 종격벽(422) 그리고 이들의 교차로 인해 형성된 복수개의 홀(432)로 이루어진 그물망 구조(452)가 형성된다.In addition, the one side insert plate 211 has a net including a plurality of transverse bulkheads 411 and vertical bulkheads 421 and a plurality of holes 431 formed by intersection thereof in order to improve the bonding force with the one side panel 11. A structure 451 is formed, and the other insert plate 212 includes a plurality of transverse bulkheads 412 and vertical bulkheads 422 and a plurality of cross-sections formed therebetween in order to improve the bonding force with the other panel 12. A mesh structure 452 is formed which consists of holes 432.

상기 각 인서트판(211,212)을 내삽하여 일측 패널(11) 및 타측 패널(12)을 제작하는 공정은 바람직하게는 사출성형 중 인서트 성형에 의하며 다음과 같다. 상기 각 인서트판(211,212)의 일측면에 일체로 설치된 각 돌출부(311,312)를 인서트 부재 고정수단(예를들어, 클램프, 핀 등)에 고정시키고, 상판 및 하판으로 이루어진 금형의 캐비티 내의 삽입하고자 하는 위치에 상기 각 인서트판(211,212)을 배치한 후, 용융수지(본 발명에서는 용융된 발포플라스틱 계열의 재질을 가진 용융수지)를 금형 캐비티 내에 사출하여 이를 냉각, 고형화하여 취출한다.The process of manufacturing the one panel 11 and the other panel 12 by interpolating the insert plates 211 and 212 is preferably performed by insert molding during injection molding. Each protrusion 311 and 312 integrally installed on one side of each of the insert plates 211 and 212 is fixed to an insert member fixing means (for example, a clamp or a pin), and is to be inserted into a cavity of a mold including an upper plate and a lower plate. After placing the respective insert plates 211 and 212 in position, the molten resin (in the present invention, the molten resin having a molten foam plastic-based material) is injected into the mold cavity and cooled and solidified to be taken out.

이때, 상기 각 인서트판(211,212)에는 용융수지(본 발명에서는 용융된 발포플라스틱 계열의 재질을 가진 용융수진)가 금형 캐비티 내로 사출될 때, 용융수지와 각 인서트판(211,212)과의 결합력을 향상시키기 위해서 그물망 구조(451,452)가 형성되는데 이는 그물망 구조의 특성상 용융수지가 각 인서트판(211,212)의 복수개의 홀(431,432)에 침투하여 결합면적을 증가시켜 종국적으로 각 인서트판(211,212) 이 발포플라스틱 계열의 재질을 가진 일측 패널(11) 및 타측 패널(12)에 더 단단히 결합되도록 한다.In this case, when each of the insert plates 211 and 212 is melt resin (melt resin having a molten foam plastic material in the present invention) is injected into the mold cavity, the bonding force between the molten resin and each insert plate (211,212) is improved In order to achieve this, mesh structures 451 and 452 are formed, which is characterized in that the melted resin penetrates into the plurality of holes 431 and 432 of the insert plates 211 and 212 to increase the bonding area, thereby eventually inserting the insert plates 211 and 212 into the foamed plastics. It is to be more firmly coupled to one panel 11 and the other panel 12 having a series of materials.

상기 결합수단(30)은 상기 일측 인서트판(211)의 일측면에 일체로 설치되되 상기 타측 패널(12)과 대향되는 상기 일측 패널(11)의 일측면으로 단부가 노출되는 일측 돌출부(311)와, 상기 일측 돌출부(311)의 끝단에 일체로 돌출 형성된 일측 결합부(321)와, 상기 타측 인서트판(212)의 일측면에 일체로 설치되되 상기 일측 패널(11)과 대향되는 상기 타측 패널(12)의 일측면으로 단부가 노출되는 타측 돌출부(312)와, 상기 타측 돌출부(312)의 끝단에 일체로 돌출 형성된 타측 결합부(322)와, 길이조절바(300)로 이루어진다. 이때, 상기 길이조절바(300)은 길이조절부(340), 상기 길이조절부(340)의 양측에 일체로 설치되는 것으로 상기 일측 결합부(321) 및 타측 결합부(322)와 각각 맞물려 결합되는 일측 피결합부(331) 및 타측 피결합부(332)로 구성되며, 상기 길이조절부(340)의 길이가 상이한 형태별로 다수개 제작되어 요구되는 블럭의 두께를 만족하도록 적용하여 사용한다.The coupling means 30 may be integrally installed on one side of the one side insert plate 211, and one side protrusion 311 having an end portion exposed to one side of the one side panel 11 opposite to the other side panel 12. And one side coupling portion 321 integrally formed at an end of the one side protrusion 311 and the other side panel which is integrally installed on one side of the other insert plate 212 and faces the one side panel 11. The other side protrusion 312 having an end exposed to one side of the side 12, the other side coupling part 322 integrally protruded from the end of the other side protrusion 312, and the length adjusting bar 300. At this time, the length adjusting bar 300 is integrally installed on both sides of the length adjusting part 340, the length adjusting part 340 and engaged with the one coupling portion 321 and the other coupling portion 322, respectively. It is composed of one side to be coupled 331 and the other side to be coupled 332, the length of the length adjusting portion 340 is produced by a plurality of different forms to be used to meet the required thickness of the block.

상기 결합수단(30)의 재질은 비발포플라스틱 계열로서 PP(Polypropylene), PS(Polystyrene), PE(Polyethylene)등을 선별하여 사용할 수 있다.The material of the coupling means 30 may be selected from non-foamed plastics based on PP (Polypropylene), PS (Polystyrene), PE (Polyethylene) and the like.

이와 같이 구성되는 본 발명의 실시예에 따른 건물 벽체용 형틀 블록은 도 4에서 도시된 바와 같이 상하 방향, 좌우 방향으로 연결되어 거푸집을 대신하는 건물 벽체의 형틀을 이루는데 이때 일측 패널(11) 및 타측 패널(12)의 일측면에 형성된 결합돌부와 타단면에 형성된 결합요부가 서로 맞물려 결합된다. 이 때 결합력을 더욱 향상시키기 위해 본드 또는 에폭시등과 같은 접착제를 이용할 수 있다.Forming block for a building wall according to an embodiment of the present invention configured as described above is connected to the vertical direction, left and right direction as shown in Figure 4 to form the form of the building wall to replace the formwork, wherein one side panel 11 and Coupling protrusions formed on one side of the other side panel 12 and coupling recesses formed on the other end face are engaged with each other. In this case, an adhesive such as bond or epoxy may be used to further improve the bonding force.

건물 벽체의 형틀을 만든 이후, 형틀의 내부공간에 콘크리트, 경량콘크리트, 모르타르 등의 충진재를 부어넣고 굳혀서 원하는 벽체를 제작한다. 이와 같은 과정에서 블럭의 내부 공간에 위치하는 결합수단(30)은 콘크리트 등의 충진제와의 결합면적을 증가시켜주는 역할을 하게 되어 일측 패널(11) 및 타측 패널(12)과 콘크리트 등의 충진재와의 결합력을 향상시켜 보다 결합력이 향상된 벽체를 제공한다.After making the frame of the building wall, the filling material of concrete, lightweight concrete, mortar, etc. is poured into the inner space of the frame and hardened to produce the desired wall. In this process, the coupling means 30 located in the inner space of the block serves to increase the bonding area with the filler such as concrete, and the one panel 11 and the other panel 12 and the filler such as concrete. Improves the bonding force of the provides a more improved wall.

본 발명은 종래 건물의 층간의 내외 벽체를 제작하기 위해 사용되는 거푸집의 설치 및 제거를 위한 인력 및 비용을 절감하는 효과가 있다.The present invention has the effect of reducing the manpower and cost for the installation and removal of the formwork used to make the interior and exterior walls between the floors of a conventional building.

그리고 금형식 발포 폴리스틸렌 중공 블럭 방식에 비해, 단순한 형태의 부재들을 서로 연결하여 블럭을 만들기 때문에 금형제작에 필요한 비용이 절감되며, 다양한 크기로 제작된 결합수단을 선택적으로 적용하여 종국적으로 요구되는 벽의 두께를 만족시키는 효과가 있다.Compared with the mold foam polystyrene hollow block method, since the blocks are made by connecting members of simple shapes to each other, the cost required for manufacturing the mold is reduced, and by selectively applying joining means made of various sizes, There is an effect of satisfying the thickness.

그리고 블럭의 구성 중 패널의 내부에 내삽되는 강도가 큰 인서트판에 의하여 종국적으로 블럭의 강도가 향상되는 효과가 있다.In addition, there is an effect that the strength of the block is finally improved by the insert plate having a large strength inserted into the panel during the block configuration.

그리고 블록의 구성 중 패널의 측단면에 결합돌부와 결합요부가 일체로 형성되어 블럭의 연결시, 결합력이 향상되는 효과가 있다.In addition, the coupling protrusions and the coupling recesses are integrally formed on the side cross-sections of the panel, so that the coupling force is improved when the blocks are connected.

Claims (7)

삭제delete 강도를 향상시키기 위해 강도가 큰 재질을 갖는 일측 인서트판(211)이 내삽되는 일측 패널(11)과 강도를 향상시키기 위해 강도가 큰 재질을 갖는 타측 인서트판(212)이 내삽되고, 상기 일측 패널(11)과 떨어져 대응되게 배치되는 타측 패널(21)과 상기 일측 패널(11) 및 타측 패널(21)을 연결시키는 결합수단(30)으로 이루어지는 것을 특징으로 하는 형틀 블럭에 있어서,One side panel 11 in which one side insert plate 211 having a high strength material is interpolated to improve strength and the other side insert plate 212 having a high strength material is interpolated in order to improve strength, and the one side panel In the mold block, characterized in that it consists of the other panel 21 and the coupling means 30 for connecting the one side panel 11 and the other side panel 21 that are arranged to correspond away from the (11), 상기 결합수단(30)은 상기 일측 인서트판(211)의 일측면에 일체로 설치되되 상기 타측 패널(12)과 대향되는 상기 일측 패널(11)의 일측면으로 단부가 노출되는 일측 돌출부(311)와;The coupling means 30 may be integrally installed on one side of the one side insert plate 211, and one side protrusion 311 having an end portion exposed to one side of the one side panel 11 opposite to the other side panel 12. Wow; 상기 일측 돌출부(311)의 노출된 끝단에 일체로 돌출 형성된 일측 결합부(321)와;One side coupling part 321 integrally protruding from the exposed end of the one side protrusion 311; 상기 타측 인서트판(212)의 일측면에 일체로 설치되되 상기 일측 패널(11)과 대향되는 상기 타측 패널(12)의 일측면으로 단부가 노출되는 타측 돌출부(312)와;An other protrusion 312 which is integrally installed on one side of the other insert plate 212 and whose end is exposed to one side of the other panel 12 opposite to the one panel 11; 상기 타측 돌출부(312)의 노출된 끝단에 일체로 돌출 형성된 타측 결합부(322)와;The other coupling part 322 formed integrally with the exposed end of the other protrusion 312; 길이조절부(340), 상기 길이조절부(340)의 양측에 일체로 설치되는 것으로 상기 일측 결합부(321) 및 타측 결합부(322)와 각각 맞물려 결합되는 일측 피결합부(331) 및 타측 피결합부(332)로 구성되는 길이조절바(300);로 이루어지되,The length adjusting part 340, which is integrally installed on both sides of the length adjusting part 340, one side coupling portion 331 and the other side to be engaged with the one coupling portion 321 and the other coupling portion 322 respectively. Length adjustment bar 300 consisting of the to-be-coupled portion 332; 상기 길이조절바(300)는 상기 길이조절부(340)의 길이가 상이한 형태별로 다수개 제작되어 요구되는 블럭의 두께를 만족하도록 적용되는 것을 특징으로 하는 건물 벽체용 형틀 블럭.The length adjustment bar 300 is a mold block for a building wall, characterized in that the length of the length adjustment portion 340 is applied to satisfy the thickness of the required block is made of a plurality of different forms. 제 2항에 있어서,The method of claim 2, 상기 일측 패널(11)에는 결합력을 향상시키기 위해 일측면에 결합돌부(111,131)가 일체로 형성되고 타측면에 상기 결합돌부(111,131)와 맞물려 결합되는 결합요부(121,141)가 일체로 형성되며,The one side panel 11 is integrally formed with coupling protrusions 111 and 131 on one side to improve coupling force, and coupling recesses 121 and 141 that are engaged with the coupling protrusions 111 and 131 on the other side, and are integrally formed. 상기 타측 패널(12)에는 결합력을 향상시키기 위해 일측면에 결합돌부(112,132)가 일체로 형성되고 타측면에 상기 결합돌부(112,132)와 맞물려 결합되는 결합요부(122,142)가 일체로 형성된 것을 특징으로 하는 건물 벽체용 형틀 블럭.The other panel 12 is characterized in that the coupling protrusions 112 and 132 are integrally formed on one side and the coupling recesses 122 and 142 coupled to the coupling protrusions 112 and 132 on the other side are integrally formed in order to improve the coupling force. Frame blocks for building walls. 제 2항에 있어서,The method of claim 2, 상기 일측 패널(11) 및 타측 패널(12)의 재질은 발포플라스틱 계열이고, 상기 일측 인서트판(211) 및 타측 인서트판(212) 및 결합수단(30)은 비발포플라스틱 계열인 것을 특징으로 하는 건물 벽체용 형틀 블럭. The material of the one panel 11 and the other panel 12 is a foam plastic series, the insert plate 211 and the other insert plate 212 and the coupling means 30 is characterized in that the non-foam plastic series Frame blocks for building walls. 제 3 항에 있어서,The method of claim 3, wherein 상기 일측 패널(11) 및 타측 패널(12)의 재질은 발포플라스틱 계열이고, 상기 일측 인서트판(211) 및 타측 인서트판(212) 및 결합수단(30)은 비발포플라스틱 계열인 것을 특징으로 하는 건물 벽체용 형틀 블럭.The material of the one panel 11 and the other panel 12 is a foam plastic series, the insert plate 211 and the other insert plate 212 and the coupling means 30 is characterized in that the non-foam plastic series Frame blocks for building walls. 제 4 항에 있어서,The method of claim 4, wherein 상기 일측 인서트판(211)에는 상기 일측 패널(11)과의 결합력을 향상시키기 위해 그물망 구조(451)가 형성되고,The one side insert plate 211 is formed with a mesh structure 451 to improve the bonding force with the one side panel 11, 상기 타측 인서트판(212)에는 상기 타측 패널(12)과의 결합력을 향상시키기 위해 그물망 구조(452)가 형성된 것을 특징으로 하는 건물 벽체용 형틀 블럭. The other insert plate (212) is a frame block for building walls, characterized in that the mesh structure 452 is formed to improve the bonding force with the other panel (12). 제 5 항에 있어서,The method of claim 5, 상기 일측 인서트판(211)에는 상기 일측 패널(11)과의 결합력을 향상시키기 위해 그물망 구조(451)가 형성되고,The one side insert plate 211 is formed with a mesh structure 451 to improve the bonding force with the one side panel 11, 상기 타측 인서트판(212)에는 상기 타측 패널(12)과의 결합력을 향상시키기 위해 그물망 구조(452)가 형성된 것을 특징으로 하는 건물 벽체용 형틀 블럭. The other insert plate (212) is a frame block for building walls, characterized in that the mesh structure 452 is formed to improve the bonding force with the other panel (12).
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009072795A2 (en) * 2007-12-03 2009-06-11 Sun Ug Kim Brick usable as a mold and method for constructing a wall using the same
KR101081413B1 (en) * 2009-04-10 2011-11-08 전남대학교산학협력단 A lightweight panel unit and lightweight wall using the same
GB2522208A (en) * 2014-01-16 2015-07-22 Andrew Aird A modular wall assembly and method for constructing a modular wall
KR101683713B1 (en) * 2016-03-08 2016-12-09 주식회사 주신산업개발 Fabricated Mold
WO2019194324A1 (en) * 2018-04-02 2019-10-10 주식회사 혜성산업개발 Prefabricated form
US11248383B2 (en) 2018-09-21 2022-02-15 Cooper E. Stewart Insulating concrete form apparatus

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KR200150449Y1 (en) 1997-01-28 1999-07-01 정용식 The panel forms for a building
KR20020086497A (en) * 2000-02-11 2002-11-18 폴리폼 에이.지.피.인크. Stackable construction panel
KR20050035498A (en) * 2003-10-13 2005-04-18 문수창 Insulated concrete structure using reinforced pressed cement and metal stud

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Publication number Priority date Publication date Assignee Title
KR200150449Y1 (en) 1997-01-28 1999-07-01 정용식 The panel forms for a building
KR20020086497A (en) * 2000-02-11 2002-11-18 폴리폼 에이.지.피.인크. Stackable construction panel
KR20050035498A (en) * 2003-10-13 2005-04-18 문수창 Insulated concrete structure using reinforced pressed cement and metal stud

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009072795A2 (en) * 2007-12-03 2009-06-11 Sun Ug Kim Brick usable as a mold and method for constructing a wall using the same
WO2009072795A3 (en) * 2007-12-03 2009-07-23 Sun Ug Kim Brick usable as a mold and method for constructing a wall using the same
KR100953477B1 (en) 2007-12-03 2010-04-16 김선욱 Brick usable as a mold and method for constructing a wall using the same
KR101081413B1 (en) * 2009-04-10 2011-11-08 전남대학교산학협력단 A lightweight panel unit and lightweight wall using the same
GB2522208A (en) * 2014-01-16 2015-07-22 Andrew Aird A modular wall assembly and method for constructing a modular wall
KR101683713B1 (en) * 2016-03-08 2016-12-09 주식회사 주신산업개발 Fabricated Mold
WO2019194324A1 (en) * 2018-04-02 2019-10-10 주식회사 혜성산업개발 Prefabricated form
US11248383B2 (en) 2018-09-21 2022-02-15 Cooper E. Stewart Insulating concrete form apparatus

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