KR20080041977A - A mold type block - Google Patents

A mold type block Download PDF

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Publication number
KR20080041977A
KR20080041977A KR1020070060249A KR20070060249A KR20080041977A KR 20080041977 A KR20080041977 A KR 20080041977A KR 1020070060249 A KR1020070060249 A KR 1020070060249A KR 20070060249 A KR20070060249 A KR 20070060249A KR 20080041977 A KR20080041977 A KR 20080041977A
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KR
South Korea
Prior art keywords
concrete
block
side plate
formwork
wall
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KR1020070060249A
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Korean (ko)
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황인은
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황인은
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Priority to KR1020070060249A priority Critical patent/KR20080041977A/en
Publication of KR20080041977A publication Critical patent/KR20080041977A/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/44Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
    • E04B2/48Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls by filling material with or without reinforcements in small channels in, or in grooves between, the elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/54Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in all cavities in order to form a wall construction

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

A form block is provided to remove installation and detachment of forms by arranging reinforcing bars and pouring concrete in spaces between partitions installed between two lateral boards. A form block comprises two lateral boards(1) and partitions(4). Two lateral boards are separated from each other. The partitions are installed between the lateral boards at regular intervals to make spaces(2) for concrete. The partition is given a plurality of reinforcing bar holes(3). Insulation material(5) is installed on the surface facing the concrete space which is the inner surface of the lateral board.

Description

거푸집형 블럭{A mold type block}Formwork block {A mold type block}

도 1은 본 발명의 전체 사시도1 is an overall perspective view of the present invention

도 2는 본 발명의 측면도2 is a side view of the present invention

도 3은 도 2의 "A-A"부 단면도3 is a cross-sectional view of the "A-A" part of FIG.

도 4는 격판의 다양한 실시 예시도4 illustrates various embodiments of the diaphragm

도 5는 본 발명에 철근을 설치한 상태도5 is a state in which rebar is installed in the present invention

도 6은 벽체와 간이벽체가 연결되는 시공을 나타낸 상태도Figure 6 is a state diagram showing the construction in which the wall and the simple wall is connected

도 7은 벽체의 코너부의 시공 예시도7 is an illustration of the construction of the corner portion of the wall

도 8과 도 9는 슬래브의 시공 예시도8 and 9 are examples of the construction of the slab

도 10은 블럭을 성형하기 위한 형틀의 사시도10 is a perspective view of a mold for forming a block;

도 11은 블럭을 성형하는 형틀의 수평 단면도11 is a horizontal sectional view of the mold for forming a block;

도 12는 블럭의 다른 실시 예시도12 is another exemplary embodiment of a block

도 13은 다른 실시예의 사용 상태도13 is a use state diagram of another embodiment

※ 도면의 주요 부분에 대한 부호의 설명※ Explanation of codes for main parts of drawing

1 : 측판 2 : 콘크리트타설공간1: side plate 2: concrete pouring space

3 : 철근삽입공 4 : 격판3: rebar insertion hole 4: diaphragm

5 : 단열재 6 : 결합홈5: insulation 6: coupling groove

7 : 결합돌조 8 : 철근7: binding protrusion 8: rebar

9 : 철사 10 : 받침대9: wire 10: base

11 : 지지대 12 : 측판형틀11: support 12: side plate mold

13 : 코어공 14 : 하판13 core ball 14 bottom plate

15 : 콘크리트타설공간코어 16 : 철근삽입공코어15: concrete pouring space core 16: reinforcement core core

17 : 코어지지대 18 : 파쇄박판부17 core support 18 shredding plate

본 발명은 거푸집형 블럭에 관한 것으로, 각종 건축물이나 벽체만을 축조할 때 거푸집의 설치와 해체가 필요 없고, 간단하게 철근 및 배관 등을 삽입하여 콘크리트를 타설할 수 있도록 하여, 건물 축조의 용이함과 공사비의 절감 및 시공기간의 단축 효과가 있는 콘크리트구조의 거푸집형 블럭에 관한 것이다.The present invention relates to a formwork block, when installing only a variety of buildings and walls do not require the installation and disassembly of the formwork, it is possible to simply install the concrete by inserting rebars and pipes, ease of construction and construction cost The present invention relates to a formwork block of a concrete structure having a reduction effect and a shortening construction time.

각종 건축물이나 벽체 등을 철근 콘크리트로 타설하여 축조하고자 하는 경우에, 콘크리트로 벽체 등을 형성시키기 위한 형틀인 거푸집으로 형을 먼저 축조하게 된다.When building and building various buildings or walls with reinforced concrete, the mold is first constructed with formwork, which is a form for forming walls with concrete.

이와 같은 거푸집은 많은 작업자가 다수개의 패널을 설치하고, 기둥이나 받침목 등으로 고정하고, 전기, 통신, 배관 등의 설비를 설치한 후 거푸집의 공간에 콘크리트를 타설하게 된다. 그리고 벽체나 슬래브가 양성되면 거푸집을 다시 해체하고, 단열재 등을 설치하여 마감하게 된다.In such a formwork, many workers install a plurality of panels, fix them with columns or supporters, and install concrete such as electricity, communication, and plumbing, and then place concrete in the formwork space. And if the wall or slab is nurtured, the formwork is dismantled again, and the insulation is installed and finished.

종래의 건축물 축조에서와 같이 많은 거푸집의 사용과 이의 설치 및 해체가 이루어지므로, 작업이 매우 번거롭고, 시공기간이 증대되며, 이에 필요한 경비 또한 증대되는 문제점이 있다.Since many formwork is used and its installation and dismantling is performed as in the conventional building construction, the work is very cumbersome, the construction period is increased, and the cost required for this is also increased.

본 발명의 목적은 거푸집의 역할을 하는 블록을 제공함으로써, 종래 거푸집의 설치와 해체가 필요없는 용이함을 제공하고, 콘크리트의 타설과 양생에 필요한 시간을 줄일 수 있도록, 미리 콘크리트로 제조되어 철근 등의 각종 배관 설비를 용이하게 할 수 있도록 하고, 그 자체로써 건축물의 벽체 등의 구성부분이 되도록 하는 거푸집형 블록을 제공함에 있다.An object of the present invention is to provide a block that acts as a formwork, to provide ease of installation and disassembly of the conventional formwork, and to reduce the time required for placing and curing concrete, it is made of concrete in advance, such as rebar The present invention provides a formwork block that facilitates various plumbing installations and becomes a component such as a wall of a building.

본 발명에 의한 거푸집형 블럭(100)은 일정 간격을 가지고 마주보게 설치된 넓은 판상의 콘크리트의 측판(1); 상기 측판(1)의 사이 공간에 일정 간격으로 일체로 다수개 설치되어 다수의 콘크리트타설공간(2)을 형성시키고, 다수개의 철근삽입공(3)이 형성된 콘크리트의 격판(4);을 포함하여 구성됨을 특징으로 한다.Formwork block 100 according to the present invention is a side plate (1) of a wide plate-like concrete installed to face at a predetermined interval; Including a plurality of integrally installed at a predetermined interval in the space between the side plate (1) to form a plurality of concrete placing space (2), a plurality of reinforcing plate (3) of the concrete plate (4); including Characterized in that configured.

상기의 마주보는 측판(1)의 내측면 중에서 콘크리트타설공간(2)과 접하는 면의 일측에 단열재(5)가 삽입되어, 단열재 내장형의 거푸집형 블럭(100)으로도 실시 가능하다. 물론 단열재(5) 시공이 필요 없는 경우는 측판(1)에 단열재(5)가 설치되지 않게 실시하면 된다.The heat insulator 5 is inserted into one side of the inner surface of the facing side plate 1 in contact with the concrete placing space 2, and can be implemented as a formwork block 100 having a built-in heat insulator. Of course, when the heat insulating material 5 construction is not necessary, what is necessary is just to perform so that the heat insulating material 5 may not be installed in the side plate 1.

그리고 양측 측판(1)의 상단 외측변을 따라 결합홈(6)이 형성되고, 양측 측판(1)의 하단 외측변을 따라 결합돌조(7)가 형성되어, 다수개의 거푸집형 블럭(100)을 수직으로 쌓아 설치할 수 있는 구조를 가진다.And the coupling groove 6 is formed along the upper outer side of both side plate 1, the engaging protrusion 7 is formed along the lower outer side of both side plate 1, a plurality of form block 100 It has a structure that can be stacked vertically.

또한 양측 측판(1)의 내측면에는 일정한 깊이를 가진 홈이 형성되어, 홈에 의해 측판(1)의 두께가 얇게 형성된 파쇄박판부(18)가 형성된다. In addition, grooves having a constant depth are formed on the inner side surfaces of both side plates 1, and the crushed thin plate portions 18 formed with a thin thickness of the side plates 1 are formed by the grooves.

이와 같은 구조를 가진 본 발명의 구조가 도 1 내지 도 3에 도시되어 있고, 도 4에 격판(4)의 다양한 실시예가 도시되어 있다. 그리고 도 5는 본 발명에 철근(8)을 고정설치하는 예시가 도시되어 있고, 도 6에는 외벽와 내벽이 연결되게 시공하는 상태가 도시되어 있고, 도 7에는 벽체의 코너부 시공 예시가 도시되어 있으며, 도 8과 도 9는 슬래브를 시공하는 예시가 도시되어 있다. 또한 도 10과 도 11에는 본 발명의 블럭(100)을 제조하는 형틀이 도시되어 있다.The structure of the present invention having such a structure is shown in FIGS. 1 to 3, and various embodiments of the diaphragm 4 are shown in FIG. 4. And Figure 5 is shown an example of fixing the reinforcing bar 8 in the present invention, Figure 6 shows a state in which the construction to connect the outer wall and the inner wall, Figure 7 shows the construction of the corner portion of the wall 8 and 9 illustrate an example of constructing a slab. 10 and 11 illustrate a template for manufacturing the block 100 of the present invention.

이와 같이 본 발명은 콘크리트로 형성된 블록이고, 마주보는 측판(1)의 사이에 다수개의 격판(4)이 일정 간격으로 일체로 형성되어, 다수개의 콘크리트타설공간(2)이 형성되어 있다.As described above, the present invention is a block formed of concrete, and a plurality of diaphragms 4 are integrally formed at regular intervals between the side plates 1 facing each other, and a plurality of concrete pouring spaces 2 are formed.

따라서 이를 이용하여 벽체를 형성하고자 하는 경우, 종래의 거푸집을 설치할 필요가 없고, 단지 본 발명의 블럭(100)을 축조하고자 하는 크기대로 다수개를 적층하거나 연접시키면 된다.Therefore, if you want to form a wall using this, there is no need to install a conventional formwork, it is only necessary to stack or connect a plurality of blocks to the size to build the present invention.

그리고 도 5와 같이 격판(4)에 형성된 철근삽입공(3)에 수평으로 철근(8)을 삽입하고, 콘크리트타설공간(2)에 수직으로 철근(8)을 삽입한 후, 철근(8)끼리 철사 등으로 고정시킨다. 물론 철근(8)은 블럭(100)을 축조해가면서 순차적으로 설치하면 된다.Then, the reinforcing bar 8 is horizontally inserted into the reinforcing bar insertion hole 3 formed in the diaphragm 4 as shown in FIG. 5, and the reinforcing bar 8 is inserted vertically into the concrete placing space 2. Fix them with wires, etc. Of course, the reinforcing bar 8 may be installed sequentially while building the block 100.

블럭(100)을 적층할 경우에는 상부에 위치하는 블럭(100)의 하단에 형성된 결합돌조(7)와, 하부에 위치하는 블럭(100)의 상단에 형성된 결합홈(6)을 서로 결합시켜 적층하면 된다.In the case of stacking the blocks 100, the coupling protrusions 7 formed at the lower end of the block 100 positioned at the upper side and the coupling grooves 6 formed at the upper end of the block 100 positioned at the lower side are bonded to each other and stacked. Just do it.

상기의 블럭(100)을 적층함과 동시에 철근(8)을 철근삽입공(3)에 넣어 고정시킨다. 철근(8)의 고정은 철사(9) 등을 이용하여 고정시키고, 블럭(100)의 상부로 관통된 콘크리트타설공간(2)으로 손을 넣어 철사(9)로써 철근(8)을 고정하는 작업을 행하면 된다.At the same time as the block 100 is laminated, the reinforcing bars 8 are inserted into the reinforcing hole 3 and fixed. Fixing the reinforcing bars 8 using wires 9 and the like, and inserting hands into the concrete pouring space 2 penetrated to the upper part of the block 100 to fix the reinforcing bars 8 with the wires 9. This can be done.

그리고 도 13과 같이 여러 단으로 블럭(100)을 쌓은 경우, 상부 측의 철근(8)의 고정은 상기의 기재 내용으로 하고, 가운데 부분의 철근(8)의 고정은 블럭(100)의 파쇄박판부(18)를 망치 등으로 뚫어서 사용하면 된다. 즉, 본 발명의 블럭(100)은 도 12에 도시된 바와 같이 양측 측판(1)의 내측면에 일정 깊이의 홈이 형성되어, 상기 홈에 의하여 파쇄박판부(18)가 다른 측판(1)의 부위보다 얇게 형성됨으로써, 필요 시 망치 등으로 타격하여 측판(1)의 다른 부위의 손상 없이 구멍을 뚫어 철사(9)로 철근(8)을 연결고정하는 등의 작업을 행할 수 있게 된다.And when the block 100 is stacked in multiple stages as shown in Figure 13, the fixing of the reinforcing bars 8 of the upper side is described above, and the fixing of the reinforcing bars 8 of the center portion is a crushed thin plate of the block 100 The part 18 may be used by drilling with a hammer or the like. That is, in the block 100 of the present invention, as shown in FIG. 12, grooves having a predetermined depth are formed on inner surfaces of both side plates 1, and the side plates 1 having different crushed thin plate portions 18 by the grooves. Since it is formed thinner than the portion of the, it is possible to perform operations such as connecting and fixing the reinforcing bars 8 with wires 9 by punching holes without damage to other portions of the side plate 1 when necessary.

이와 같이 철근삽입공(3)은 철근(8)이나 형강 빔 등을 삽입할 수 있는 공간을 제공하는 것으로, 도 4에 도시된 바와 같이 다양한 형태로 실시할 수 있다. 그리고 철근삽입공(3)의 형상은 역삼각형으로 하여 철근(8)이 자연스럽게 하부로 정 렬되어 놓여질 수 있도록 함이 바람직하다. 철근(8) 뿐만 아니라, 철근삽입공(3)와 콘크리트타설공간(2)에 전기, 통신, 배관 등을 함께 설비할 수 있다.As described above, the reinforcing bar insertion hole 3 provides a space into which the reinforcing bar 8 or the shaped steel beam can be inserted, and can be implemented in various forms as shown in FIG. 4. And it is preferable that the shape of the reinforcement insertion hole 3 is an inverted triangle so that the reinforcing bars 8 can be naturally aligned to the bottom. In addition to the reinforcing bar 8, it is possible to equip the reinforcing hole 3 and the concrete placing space 2 together with electricity, communication, and piping.

이와 같이 철근(8) 등의 설치가 완료되면, 콘크리트를 콘크리트타설공간(2)에 부어 양생시키면, 타설한 콘크리트와 본 발명의 콘크리트 블럭(100)이 일체로 양생된다. 따라서 콘크리트의 양생 후에는 종래의 경우는 거푸집을 해체하여야 하나, 본 발명은 거푸집의 설치가 없으므로, 해체 또한 없게 되어 건축물의 축조가 매우 용이하게 된다.When the installation of the reinforcing bars 8 and the like is completed as described above, the concrete is poured into the concrete placing space 2 to cure, and the poured concrete and the concrete block 100 of the present invention are integrally cured. Therefore, after curing of concrete, in the conventional case, the formwork should be dismantled, but since the present invention does not have formwork, there is no dismantling, thus making the construction of a building very easy.

그리고 본 발명의 두 개의 측판(1) 중 적어도 어느 하나의 내측면에는 단열재(5)가 일체로 부착되어 있으므로, 벽체의 양성 후에 다시 단열재의 시공이 불필요하게 된다.And since the heat insulating material 5 is integrally attached to the inner side surface of at least one of the two side plates 1 of this invention, the construction of a heat insulating material is unnecessary again after formation of a wall.

도 6의 경우는 외벽과 내벽이 연결되는 경우이다. 이 경우 외벽을 형성할 블럭(100)의 측판(1)을 내벽의 두께에 해당되는 폭으로 수직으로 절개하고, 절개부에 내벽을 형성할 블럭(100)의 측단부를 연접시키면 된다.6 illustrates a case where the outer wall and the inner wall are connected. In this case, the side plate 1 of the block 100 to form the outer wall is vertically cut at a width corresponding to the thickness of the inner wall, and the side end of the block 100 to form the inner wall is connected to the cutout.

도 7의 경우는 벽체의 코너부를 시공하는 경우인데, 이 경우는 블럭(100)의 측단부를 컷팅하여 일정한 각도를 가지면서 연접되도록 한 후에, 철근(8) 등을 설치하고, 콘크리트를 타설하면 된다.In the case of FIG. 7, the corner part of the wall is constructed. In this case, after cutting the side end of the block 100 to be connected at a predetermined angle, the reinforcing bars 8 are installed and concrete is poured. do.

어떠한 형태의 벽체나 슬래브를 타설하는 경우라도, 블럭(100)이 수평으로 연접되는 경우에는, 도 7에 도시된 바와 같이 철사(9) 등으로 연접되는 블럭(100)의 철근삽입공(3)을 이용하여 서로 고정시키면 된다.In the case of placing a wall or slab of any form, when the block 100 is horizontally connected, the reinforcing hole 3 of the block 100 connected to the wire 9 or the like as shown in FIG. 7. This can be fixed to each other using.

도 8과 도 9는 슬래브를 형성시키는 시공예이다. 이 경우는 슬래브가 형성된 벽체의 위치에 컷팅기로써 측판(1)을 슬래브의 두께만큼 절취해 낸다. 그리고 도 9와 같이 받침대(10)를 지지대(11)로써 지지한 후에, 받침대(10)의 상부에 콘크리트를 타설하여 슬래브를 양생시키면 된다. 따라서 슬래브용 콘크리트와 벽체용 블럭(100)이 일체화된다.8 and 9 show construction examples of forming a slab. In this case, the side plate 1 is cut out by the thickness of the slab by a cutting machine at the position of the wall where the slab is formed. Then, after supporting the pedestal 10 with the support 11 as shown in Figure 9, it is good to pour the concrete on the upper portion of the pedestal 10 to cure the slab. Therefore, the slab concrete and the wall block 100 are integrated.

이와 같은 본 발명의 블럭(100)은 콘크리트로 제조되는데, 이를 위한 형틀이 도 10과 도 11에 도시되어 있다. 즉, 양측 측판형틀(12)과 코어공(13)이 형성된 코어지지대가 하부의 하판(14)에 설치되어 상부 개구형의 형틀이 완성된다. 그리고 다수개의 콘크리트타설공간코어(15)를 일정 간격으로 삽입하고, 철근삽입공코어(16)를 콘크리트타설공간코어(15)를 관통하여 설치하고, 콘크리트타설공간코어(15)의 양단부를 양측에 설치된 코어지지대(17)의 코어공(13)에 삽입하여 지지하면 완전한 형틀이 이루어진다.Such a block 100 of the present invention is made of concrete, the mold for this is shown in Figures 10 and 11. That is, the core support on which both side plate molds 12 and the core hole 13 are formed is provided in the lower lower plate 14 to complete the upper opening mold. Then, a plurality of concrete placing space cores 15 are inserted at predetermined intervals, the reinforcement hole cores 16 are installed through the concrete placing space cores 15, and both ends of the concrete placing space cores 15 are disposed at both sides. When inserted into and supported in the core hole 13 of the installed core support 17, a complete mold is achieved.

그리고 콘크리트를 타설하여 양생 후 형틀을 제거하면, 도 1과 같은 콘크리트재의 블럭(100)이 제조된다.And when the concrete is removed by pouring the mold after curing, the block 100 of the concrete material as shown in Figure 1 is produced.

이와 같이 본 발명은 콘크리트로 제조된 블럭(100)이고, 블럭(100)을 다수개 연접하거나 적층하여 내부에 형성된 콘크리트타설공간(2)에 콘크리트를 타설하여 양생하면, 본 발명의 블럭(100)이 거푸집의 역할을 함과 동시에 타설된 콘크리트와 일체로 벽체를 형성함으로써, 건축물 등의 시공이 매우 용이하게 된다.As described above, the present invention is a block 100 made of concrete, and when the concrete is poured and cured in the concrete placing space 2 formed therein by connecting or stacking a plurality of blocks 100, the block 100 of the present invention. By acting as a formwork and forming a wall integrally with the poured concrete, construction of a building or the like becomes very easy.

따라서 거푸집의 설치와 해체가 불필요하고, 거푸집 설치용 자재의 사용이 불필요하게 된다. 그리고 철근(8)이나 전기, 통신, 수도, 배수설비 등 각종 배관 등의 설비가 콘크리트타설공간(2)에 설비할 수 있어 매우 편리하며, 벽돌시공처럼 간단하게 철근콘크리트 구조물로 견고하게 시공되고, 거푸집의 생략, 목수와 철근 인부의 단축, 자재비의 절감, 시설비 절감 등과, 단열재가 내장되어 별도로 단열재를 제시공할 필요가 없어 추가 공사비 등의 지출 요인이 줄어들게 된다.Therefore, installation and dismantling of the formwork is unnecessary, and the use of the formwork mounting material becomes unnecessary. And it can be installed in the concrete placing space (2), such as reinforcement (8), electricity, telecommunications, water supply, drainage equipment, and other piping, it is very convenient, it is constructed as a reinforced concrete structure simply as a brick construction, Omission of formwork, shortening of carpenter and reinforcement workers, material cost reduction, facility cost reduction, etc., as the insulation material is built-in, there is no need to provide insulation material, which reduces the cost of additional construction costs.

Claims (4)

일정 간격 이격되게 설치된 두개의 콘크리트의 측판(1); 상기 마주보는 측판(1)의 사이 공간에 일정 간격으로 일체로 다수개 설치되어 다수의 콘크리트타설공간(2)을 형성시키고, 다수개의 철근삽입공(3)이 형성된 콘크리트의 격판(4);을 포함하여 구성됨을 특징으로 하는 거푸집형 블럭.Side plates 1 of two concrete spaced apart from each other; A plurality of concrete plates (4) having a plurality of concrete placing spaces (2) are formed integrally installed at a predetermined interval in the space between the facing side plates (1), a plurality of reinforcing hole (3); Formwork block, characterized in that configured to include. 제 1항에 있어서, 측판(1)의 내측면인 콘크리트타설공간(2)과 접하는 면에 단열재(5)가 삽입된 거푸집형 블럭.The form block according to claim 1, wherein a heat insulating material (5) is inserted into a surface in contact with the concrete placing space (2), which is an inner surface of the side plate (1). 제 1항에 있어서, 측판(1)의 상단 외측변을 따라 결합홈(6)이 형성되고, 측판(1)의 하단 외측변을 따라 결합돌조(7)가 형성된 거푸집형 블럭.The form block according to claim 1, wherein a coupling groove (6) is formed along the upper outer side of the side plate (1), and a coupling protrusion (7) is formed along the lower outer side of the side plate (1). 제 1항에 있어서, 측판(1)에는 측판(1)의 내측면에 형성된 일정 크기의 홈에 의하여 다른 부위보다 두께가 얇은 파쇄박판부(18)가 하나 이상 형성된 거푸집형 블럭.The form block according to claim 1, wherein the side plate (1) has at least one crushed thin plate portion (18) having a thickness thinner than other portions by a predetermined size of grooves formed in the inner surface of the side plate (1).
KR1020070060249A 2007-06-20 2007-06-20 A mold type block KR20080041977A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107587655A (en) * 2017-10-03 2018-01-16 江苏联禹智能工程有限公司 A kind of preparation method of building intellectualization installing engineering isolated wall plate
CN107780570A (en) * 2017-10-03 2018-03-09 江苏联禹智能工程有限公司 A kind of building intellectualization installing engineering isolated wall plate
CN113330178A (en) * 2019-01-04 2021-08-31 赛斯姆公司 Construction element for a container, door for a container and container
KR102551407B1 (en) * 2022-08-12 2023-07-05 정균섭 Foldable Rectangular Block Module and Module Structure using thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107587655A (en) * 2017-10-03 2018-01-16 江苏联禹智能工程有限公司 A kind of preparation method of building intellectualization installing engineering isolated wall plate
CN107780570A (en) * 2017-10-03 2018-03-09 江苏联禹智能工程有限公司 A kind of building intellectualization installing engineering isolated wall plate
CN113330178A (en) * 2019-01-04 2021-08-31 赛斯姆公司 Construction element for a container, door for a container and container
KR102551407B1 (en) * 2022-08-12 2023-07-05 정균섭 Foldable Rectangular Block Module and Module Structure using thereof

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