KR20110127350A - Method of constructing wall - Google Patents

Method of constructing wall Download PDF

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KR20110127350A
KR20110127350A KR1020100046774A KR20100046774A KR20110127350A KR 20110127350 A KR20110127350 A KR 20110127350A KR 1020100046774 A KR1020100046774 A KR 1020100046774A KR 20100046774 A KR20100046774 A KR 20100046774A KR 20110127350 A KR20110127350 A KR 20110127350A
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South Korea
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panel
cutting
layer
binding hole
internal
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KR1020100046774A
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Korean (ko)
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KR101156568B1 (en
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조용월
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조용월
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/07—Tying means, the tensional elements of which are fastened or tensioned by means of wedge-shaped members

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

Abstract

PURPOSE: A wall building method is provided to stably maintain the initial installation state of an auxiliary layer and a mortar layer, the thickness of the mortar layer and the flatness of an exposed surface, and easily form the mortar layer. CONSTITUTION: A wall building method is as follows. An outer euro-form panel(21) and a first inner euro-form panel(22) are manufactured by connecting euro-form using a coupler. The outer euro-form panel is coupled to the first inner euro-form panel using a flat tie(10) and a coupler. Concrete is placed and cured between the outer euro-form panel and the first inner euro-form panel. The outer euro-form panel is separated from the first inner euro-form panel to form a concrete wall. An outer cutting end(14) protruded from the outer surface of the concrete wall is removed. A waterproof auxiliary layer is formed on the inner surface of the concrete wall.

Description

벽체축조방법{Method of Constructing Wall}Method of Constructing Wall

본 발명은 벽체축조방법에 관한 것으로서, 보다 상세하게는 결속구와 플랫타이를 사용하여 제작된 유로폼패널을 거푸집으로 사용하여 벽체를 축조하는 방법에 관한 것이다.The present invention relates to a wall construction method, and more particularly, to a method of building a wall using a flow-form panel manufactured by using a fastener and a flat tie as a formwork.

아파트 등의 건물은 지면에 수직으로 배치되는 벽체를 갖고 있으며, 이들 벽체는 나무, 돌 이외 콘크리트를 사용하여 축조되고 있다.Buildings such as apartments have walls arranged perpendicular to the ground, and these walls are constructed using concrete other than wood and stone.

콘크리트를 사용하여 벽체를 축조하는 경우 콘크리트를 타설하는 과정을 거쳐야 하고 콘크리트 타설의 준비작업으로 거푸집을 설치하게 된다.When constructing walls using concrete, the process of pouring concrete is required, and formwork is installed in preparation for concrete pouring.

거푸집은 종래 합판과 각목을 사용하여 제작되다가 최근에는 표준화된 규격으로 제작된 유로폼(금속 단일 재질로 제작되거나 금속재질에 합판을 부착한 것 모두 포함)을 필요에 따라 종횡방향으로 연결하는 방법으로 제작되고 있다.The formwork is manufactured by using conventional plywood and lumber, but recently by connecting the Eurofoam (including one made of a single metal material or attaching plywood to a metal material) vertically and horizontally as required. It is becoming.

도10 내지 도16은 각각 종래의 벽체축조방법을 도시한 도면이다.10 to 16 are diagrams each illustrating a conventional wall construction method.

종래 유로폼을 사용하여 제작된 거푸집을 사용하여 벽체를 축조하는 방법으로 도10 내지 도16을 참조하여 설명하면 다음과 같다.Referring to FIGS. 10 to 16 as a method of constructing a wall using a formwork manufactured using a conventional Euroform as follows.

먼저 웨지핀 등의 결속구(202)를 사용하여 규격화된 유로폼(201)을 연결하는 방법으로 외부유로폼패널(121)과 내부유로폼패널(122)을 설치한다(도10 및 도11 참조).First, the external euroform panel 121 and the internal euroform panel 122 are installed by connecting the standardized euroform 201 using the binding port 202 such as a wedge pin (see FIGS. 10 and 11).

다음에 플랫타이(110)와 웨지핀 등의 결속구(202)를 사용하여 형성하고자 하는 콘크리트벽의 두께만큼 이격되도록 외부유로폼패널(121)과 내부유로폼패널(122)을 결속한다(도10 및 도11 참조).Next, using the binding tie 202 such as the flat tie 110 and the wedge pin, the outer euroform panel 121 and the inner euroform panel 122 are bound so as to be spaced apart by the thickness of the concrete wall to be formed (FIG. 10 and 11).

플랫타이(110)는 직선상의 간극부(111)와, 간극부(111)의 양단으로부터 각각 연장 형성된 외부절단보조홈부(112) 및 내부절단보조홈부(113)와, 외부절단보조홈부(112)와 내부절단보조홈부(113)로부터 상호 멀어지는 방향을 따라 연장형성된 외부절단부(114) 및 내부절단부(115)를 갖고 있다.The flat tie 110 includes a straight gap portion 111, an outer cutting auxiliary groove portion 112 and an inner cutting auxiliary groove portion 113 extending from both ends of the gap portion 111, and an outer cutting auxiliary groove portion 112. And an inner cutout portion 114 and an inner cutout portion 115 extending along a direction away from each other.

외부절단보조홈부(112) 및 내부절단보조홈부(113)에는 각각 브이(V)자 형태의 외부절단보조홈부(112a)와 내부절단보조홈부(113a)가 폭방향을 따라 절취 형성되어 있고, 외부절단부(114)와 내부절단부(115)에는 각각 외부절단부결속공(114a)과 내부절단부결속공(115a)이 형성되어 있다.The external cutting auxiliary groove 112 and the internal cutting auxiliary groove 113 are each formed with V-shaped external cutting auxiliary groove 112a and internal cutting auxiliary groove 113a cut along the width direction. The cutting part 114 and the inner cutting part 115 are formed with the outer cutting part binding hole 114a and the inner cutting part binding hole 115a, respectively.

이러한 구성을 갖는 플랫타이(110)는 내부절단부결속공(115a)에 삽입되는 결속구(202)에 의해 내부유로폼패널(122)에 결합되고 외부절단부결속공(114a)에 삽입되는 결속구(202)에 의해 외부유로폼패널(121)에 결합된다.Flat tie 110 having such a configuration is coupled to the inner euro foam panel 122 by the binding hole 202 inserted into the inner cutting portion binding hole 115a and the binding hole 202 inserted into the outer cutting portion binding hole 114a. It is coupled to the external euro foam panel 121 by the).

다음에 외부유로폼패널(121)과 내부유로폼패널(122) 사이에 콘크리트를 타설한 후 양생한다(도12 참조). 외부유로폼패널(121)과 내부유로폼패널(122) 사이에 콘크리트를 타설할 때 외부유로폼패널(121)과 내부유로폼패널(122)의 초기설치상태는 플랫타이(110)에 의해 안정적으로 유지된다.Next, the concrete is poured between the outer eurofoam panel 121 and the inner eurofoam panel 122 and cured (see FIG. 12). When placing concrete between the outer eurofoam panel 121 and the inner eurofoam panel 122, the initial installation state of the outer eurofoam panel 121 and the inner eurofoam panel 122 is stably maintained by the flat tie 110.

다음에 외부유로폼패널(121)과 내부유로폼패널(123)을 분리한다. 외부유로폼패널(121)과 내부유로폼패널(123)이 분리되면 콘크리트벽(131)이 완성된다(도13 참조).Next, the external euroform panel 121 and the internal euroform panel 123 are separated. When the outer euro foam panel 121 and the inner euro foam panel 123 are separated, the concrete wall 131 is completed (see FIG. 13).

다음에 콘크리트벽(131) 외표면을 넘어 돌출된 외부절단부(114)와 내부절단부(115)를 절단기나 망치 등을 사용하여 제거한다(도13 참조).Next, the outer cutout 114 and the inner cutout 115 protruding beyond the outer surface of the concrete wall 131 are removed using a cutter or a hammer (see FIG. 13).

다음에 콘크리트벽(131)의 내표면에 우레탄 등을 사용하여 방수보조층(132)을 형성한다(도14 참조). 방수보조층(132)은 우레탄 등의 방수재질 자체 또는 방수재조성물에 포함된 접착제의 접착력에 의해 콘크리트벽(131)에 결합된다.Next, a waterproof auxiliary layer 132 is formed on the inner surface of the concrete wall 131 using urethane or the like (see Fig. 14). The waterproof auxiliary layer 132 is coupled to the concrete wall 131 by the adhesive force of the waterproof material itself, such as urethane or the adhesive contained in the waterproof material composition.

다음에 방수보조층(132)의 노출표면에 흙손을 사용하여 모르타르층(133)을 형성한다(도15 참조). 모르타르층(133)은 자체 결합력에 의해 방수보조층(132)에 결합된다.Next, a mortar layer 133 is formed on the exposed surface of the waterproof auxiliary layer 132 by using a trowel (see Fig. 15). Mortar layer 133 is bonded to the waterproof auxiliary layer 132 by its own bonding force.

마지막으로 모르타르층(133)의 노출표면에 타일 등의 마감재를 부착하여 마감재층(135)을 형성한다(도16 참조).Finally, the finishing material layer 135 is formed by attaching a finishing material such as a tile to the exposed surface of the mortar layer 133 (see FIG. 16).

그런데 전술한 종래의 벽체축조방법에 따르면, 방수보조층(132) 또는 모르타르층(133)이 박리될 염려가 있기 때문에 보조층(132)과 모르타르층(133)의 초기설치상태를 안정적으로 유지할 수 없다는 문제점이 있었다.However, according to the conventional wall construction method described above, since the waterproof auxiliary layer 132 or the mortar layer 133 may be peeled off, the initial installation state of the auxiliary layer 132 and the mortar layer 133 may be stably maintained. There was no problem.

그리고 모르타르층(133)을 흙손을 사용하여 형성하여야 하기 때문에 모르타르층(133)의 두께와 노출면 평탄도를 안정적으로 유지하기 어렵다는 문제점이 있었다.In addition, since the mortar layer 133 must be formed using a trowel, there is a problem that it is difficult to stably maintain the thickness and the exposed surface flatness of the mortar layer 133.

또한 모르타르층(133)을 흙손을 사용하여 형성하여야 하기 때문에 모르타르층(133)의 형성작업이 어렵다는 문제점이 있었다.In addition, since the mortar layer 133 must be formed using a trowel, there is a problem that the formation of the mortar layer 133 is difficult.

따라서 본 발명의 목적은, 보조층과 모르타르층의 초기설치상태를 안정적으로 유지할 수 있고, 모르타르층의 두께와 노출면평탄도를 안정적으로 유지할 수 있으며, 모르타르층을 용이하게 형성할 수 있도록 한 벽체축조방법을 제공하는 것이다.Therefore, an object of the present invention, the initial installation state of the auxiliary layer and the mortar layer can be stably maintained, the thickness and the exposed surface flatness of the mortar layer can be stably maintained, and the wall to facilitate the formation of the mortar layer It is to provide a construction method.

상기 목적은, 본 발명에 따라, 결속구와 플랫타이를 사용하여 제작된 유로폼패널을 거푸집으로 사용하여 콘크리트벽과 상기 콘크리트벽의 내표면에 형성된 보조층과 상기 보조층의 내표면에 형성된 모르타르층를 갖는 벽체를 축조하는 벽체축조방법에 있어서, 상기 플랫타이는 일 영역에 간극부결속공이 형성되어 있는 직선상의 간극부와, 상기 간극부의 상기 간극부결속공에 인접하는 종단으로부터 연장형성되고 폭방향을 따라 한 쌍의 내부절단보조홈이 절취 형성되어 있는 내부절단보조홈부와, 상기 간극부의 나머지 종단으로부터 연장형성되고 폭방향을 따라 한 쌍의 외부절단보조홈이 절취 형성되어 있는 외부절단보조홈부와, 상기 외부절단보조홈부로부터 연장형성되고 일 영역에 외부절단부결속공이 형성되어 있는 외부절단부와, 상기 내부절단보조홈부로부터 연장형성되고 일 영역에 내부절단부결속공이 형성되어 있는 내부절단부와, 상기 간극부결속공과 상기 외부절단보조홈의 사이에 배치되도록 상기 간극부의 외표면에 둘레방향을 따라 돌출 형성된 둘레턱부를 가지고; 상기 결속구를 사용하여 유로폼을 연결하는 방법으로 외부유로폼패널과 제1내부유로폼패널을 제작하는 1차유로폼패널제작단계와; 상기 외부절단부결속공과 상기 간극부결속공에 상기 결속구를 삽입하는 방법으로 상기 플랫타이를 사용하여 상기 외부유로폼패널과 상기 제1내부유로폼패널을 결속하는 유로폼패널결속단계와; 상기 외부유로폼패널과 상기 제1내부유로폼패널 사이에 콘크리트를 타설하여 양생하는 콘트리트타설단계와; 상기 외부유로폼패널과 상기 제1내부유로폼패널을 분리하여 상기 콘크리트벽을 형성하는 콘크리트벽형성단계와; 상기 콘크리트벽의 외표면을 넘어 돌출된 외부절단부를 절단하는 외부절단부절단단계와; 상기 콘크리트벽의 내표면에 보조층을 형성하는 보조층형성단계와; 상기 보조층의 전방에 제2내부유로폼패널을 설치하는 제2내부유로폼패널설치단계와; 상기 내부절단부결속공에 상기 결속구를 삽입하는 방법으로 상기 제2내부유로폼패널을 상기 플랫타이에 고정하는 제2내부유로폼패널고정단계와; 상기 보조층과 상기 제2내부유로폼패널 사이에 모르타르를 타설한 후 양생하는 모르타르타설단계와; 상기 제2내부유로폼패널을 상기 플랫타이로부터 분리하여 모르타르층을 형성하는 모르타르층형성단계와; 상기 모르타르층 외표면을 넘어 돌출된 내부절단부를 절단하는 내부절단부절단단계를 포함하는 것을 특징으로 하는 벽체축조방법에 의해 달성된다.The object is, according to the present invention, having a concrete layer and an auxiliary layer formed on the inner surface of the concrete wall and a mortar layer formed on the inner surface of the auxiliary layer by using a flow-form panel manufactured using the binding sphere and the flat tie as a formwork. In the wall construction method for constructing a wall, the flat tie is formed along a width direction extending from a straight gap portion in which a gap portion binding hole is formed in one region, and an end adjacent to the gap portion binding hole in the gap portion. An internal cutting auxiliary groove formed by cutting the pair of internal cutting auxiliary grooves, an external cutting auxiliary groove formed by extending from the other end of the gap portion, and having a pair of external cutting auxiliary grooves formed along the width direction thereof; An outer cutting portion extending from the cutting auxiliary groove portion and having an outer cutting portion binding hole formed in one region; A periphery extending from the short auxiliary groove and protruding along the circumferential direction on the outer surface of the gap so as to be disposed between the gap cutting hole and the outer cutting auxiliary groove, the inner cutting part having an inner cutting part binding hole formed in one region; Have a chin; A first euro foam panel manufacturing step of manufacturing an external euro foam panel and a first internal euro foam panel by a method of connecting the euro foam using the binding sphere; A flow path panel binding step of binding the outer euroform panel and the first inner euroform panel using the flat tie by inserting the binding hole into the outer cut part binding hole and the gap part binding hole; A concrete placing step of curing by pouring concrete between the external euroform panel and the first internal euroform panel; A concrete wall forming step of forming the concrete wall by separating the external euro foam panel and the first internal euro foam panel; An outer cutting part cutting step of cutting an outer cutting part protruding beyond the outer surface of the concrete wall; An auxiliary layer forming step of forming an auxiliary layer on an inner surface of the concrete wall; A second inner eurofoam panel installation step of installing a second inner eurofoam panel in front of the auxiliary layer; A second inner euro foam panel fixing step of fixing the second inner euro foam panel to the flat tie by inserting the binding hole into the inner cut portion binding hole; A mortar placing step of curing mortar between the auxiliary layer and the second inner eurofoam panel; A mortar layer forming step of forming a mortar layer by separating the second internal euroform panel from the flat tie; It is achieved by the wall construction method characterized in that it comprises an internal cutting portion cutting step for cutting the internal cutting portion protruding beyond the outer surface of the mortar layer.

여기서 마감재층의 설계위치를 정확하게 준수할 수 있도록, 상기 내부절단보조홈부와 상기 내부절단부는 상기 콘크리트벽형성단계를 실시한 후 형성되는 것이 바람직하다.Here, the inner cutting auxiliary groove portion and the inner cutting portion may be formed after performing the concrete wall forming step so that the design position of the finishing material layer can be accurately observed.

그리고 콘크리트벽에 대한 보조층과 모르타르층의 결합력을 증가시킬 수 있도록, 상기 모르타르타설단계를 실시한 후 상기 보조층과 상기 제2내부유로폼패널 사이에 와이어메쉬를 설치하는 메쉬설치단계를 더 포함하는 것이 바람직하다.And a mesh installation step of installing a wire mesh between the auxiliary layer and the second inner eurofoam panel after performing the mortar casting step to increase the bonding force between the auxiliary layer and the mortar layer to the concrete wall. desirable.

따라서 본 발명에 따르면, 플랫타이가 보조층과 모르타르층에 매립되도록 함으로써, 보조층 또는 모르타르층이 박리될 염려가 없어진다. 이에 따라 보조층과 모르타르층의 초기설치상태를 안정적으로 유지할 수 있게 된다.Therefore, according to the present invention, the flat tie is embedded in the auxiliary layer and the mortar layer, so that there is no fear that the auxiliary layer or the mortar layer is peeled off. Accordingly, the initial installation state of the auxiliary layer and the mortar layer can be stably maintained.

나아가 모르타르층을 유로폼패널을 사용하여 형성함으로써, 모르타르층의 두께와 노출면평탄도를 안정적으로 유지할 수 있고, 모르타르층의 형성작업이 용이해 진다.Furthermore, by forming a mortar layer using a flow path panel, the thickness of a mortar layer and flatness of an exposed surface can be maintained stably, and the operation of forming a mortar layer becomes easy.

도1 내지 도9는 각각 본 발명의 실시예에 따른 벽체축조방법을 도시한 도면,
도10 내지 도16은 각각 종래의 벽체축조방법을 도시한 도면이다.1 to 9 respectively show a wall construction method according to an embodiment of the present invention,
10 to 16 are diagrams each illustrating a conventional wall construction method.

이하에서, 첨부도면을 참조하여 본 발명을 상세히 설명하기로 한다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

도1 내지 도9는 각각 본 발명의 실시예에 따른 벽체축조방법을 도시한 도면이다.1 to 9 are diagrams each illustrating a wall construction method according to an embodiment of the present invention.

먼저 웨지핀 등의 결속구(202, 도10 참조)를 사용하여 규격화된 유로폼(201, 도10 참조)을 연결하는 방법으로 외부유로폼패널(21)과 제1내부유로폼패널(22)을 제작한다(도1 참조).First, the external euroform panel 21 and the first internal euroform panel 22 are manufactured by connecting the standardized euroforms 201 (see FIG. 10) using the binding holes 202 (see FIG. 10) such as wedge pins. (See Figure 1).

다음에 플랫타이(10)와 웨지핀 등의 결속구(202)를 사용하여 형성하고자 하는 콘크리트벽의 두께만큼 이격되도록 외부유로폼패널(21)과 제1내부유로폼패널(22)을 결속한다(도1 참조).Next, using the binding tie 202 such as the flat tie 10 and the wedge pins, the external euro foam panel 21 and the first internal euro foam panel 22 are bound so as to be spaced apart by the thickness of the concrete wall to be formed (FIG. 1).

플랫타이(10)는 직선상의 간극부(11)와, 간극부(11)의 일단으로부터 연장 형성된 외부절단보조홈부(12)와, 외부절단보조홈부(12)로부터 연장형성된 외부절단부(14)와, 간극부(11)의 외표면에 둘레방향을 따라 돌출 형성된 둘레턱부(16)를 갖고 있다.The flat tie 10 includes a linear gap portion 11, an external cutting auxiliary groove portion 12 extending from one end of the gap portion 11, and an external cutting portion 14 extending from the external cutting auxiliary groove portion 12. And a peripheral jaw portion 16 protruding along the circumferential direction on the outer surface of the gap portion 11.

간극부(11)에는 간극부결속공(11a)이 형성되어 있다.The gap portion binding hole 11a is formed in the gap portion 11.

외부절단보조홈부(12)에는 브이(V)자 형태의 외부절단보조홈부(12a)이 폭방향을 따라 절취 형성되어 있고, 외부절단부(14)에는 외부절단부결속공(14a)이 형성되어 있다.The external cutting auxiliary groove portion 12 is formed in the V-shaped external cutting auxiliary groove portion 12a cut along the width direction, and the external cutting portion 14 has an external cutting portion binding hole 14a formed therein.

둘레턱부(16)는 하나 또는 둘 이상 형성될 수 있다. 그리고 둘레턱부(16)를 둘 이상 형성하는 경우 상호 나란하게 형성하거나 경사를 이루도록 형성할 수 잇다.One or more circumferential jaw portions 16 may be formed. And when forming two or more peripheral jaw portion 16 may be formed to be parallel to each other or to form an inclination.

이러한 구성을 갖는 플랫타이(10)는 간극부결속공(11a)에 삽입되는 결속구(202)에 의해 제1내부유로폼패널(22)에 결합되고 외부절단부결속공(14a)에 삽입되는 결속구(202)에 의해 외부유로폼패널(21)에 결합된다. The flat tie 10 having such a configuration is coupled to the first inner euroform panel 22 by a binding hole 202 inserted into the gap portion binding hole 11a and inserted into the external cutting portion binding hole 14a ( It is coupled to the external euro foam panel 21 by 202.

다음에 외부유로폼패널(21)과 제1내부유로폼패널(22) 사이에 콘크리트를 타설한 후 양생한다(도2 참조). 외부유로폼패널(21)과 제1내부유로폼패널(22) 사이에 콘크리트를 타설할 때 외부유로폼패널(21)과 제1내부유로폼패널(22)의 초기설치상태는 플랫타이(10)에 의해 안정적으로 유지된다.Next, concrete is poured between the outer eurofoam panel 21 and the first inner eurofoam panel 22 and cured (see FIG. 2). When concrete is placed between the outer eurofoam panel 21 and the first inner eurofoam panel 22, the initial installation state of the outer eurofoam panel 21 and the first inner eurofoam panel 22 is stable by the flat tie 10. Is maintained.

다음에 외부유로폼패널(21)과 제1내부유로폼패널(22)을 분리한다. 외부유로폼패널(21)과 제1내부유로폼패널(22)이 분리되면 콘크리트벽(31)이 완성된다(도3 참조).Next, the external euroform panel 21 and the first internal euroform panel 22 are separated. When the outer eurofoam panel 21 and the first inner eurofoam panel 22 are separated, the concrete wall 31 is completed (see FIG. 3).

다음에 콘크리트벽(31) 외표면을 넘어 돌출된 외부절단부(14)를 절단기나 망치 등을 사용하여 제거한다(도3 참조).Next, the outer cutout portion 14 protruding beyond the outer surface of the concrete wall 31 is removed using a cutter or a hammer (see FIG. 3).

다음에 콘크리트벽(31)의 내표면에 우레탄 등을 사용하여 방수보조층(32)을 형성한다(도4 참조). 방수보조층(32)은 우레탄 등의 방수재질 자체 또는 방수재조성물에 포함된 접착제의 접착력에 의해 콘크리트벽(31)에 결합된다.Next, a waterproof auxiliary layer 32 is formed on the inner surface of the concrete wall 31 using urethane or the like (see Fig. 4). The waterproof auxiliary layer 32 is bonded to the concrete wall 31 by the adhesive force of the waterproof material itself, such as urethane or the waterproof material composition.

다음에 플랫타이(10)에 내부절단보조홈부(13)와 내부절단부(15)를 형성한다(도5 참조).Next, the internal cutting auxiliary groove 13 and the internal cutting portion 15 are formed in the flat tie 10 (see Fig. 5).

내부절단보조홈부(13)를 형성할 때 브이(V)자 형태의 외부절단보조홈부(12a)이 폭방향을 따라 절취 형성된다.When the inner cutting auxiliary groove 13 is formed, the V-shaped external cutting auxiliary groove 12a is cut along the width direction.

내부절단부(15)을 형성할 때 내부절단부결속공(15a)이 함께 형성된다. 여기서 내부절단부결속공(15a)과 내부절단보조홈(13a)의 형성위치는 형성하고자 하는 모르타르층(33)의 두께만큼 방수보조층(32)으로부터 이격된 위치에 제2내부유로폼패널(23)을 설치한다는 점을 고려하여 선택된다.When forming the inner cut portion 15, the inner cut portion binding hole 15a is formed together. Here, the position of forming the inner cutting portion binding hole 15a and the inner cutting auxiliary groove 13a is spaced apart from the waterproof auxiliary layer 32 by the thickness of the mortar layer 33 to be formed. It is chosen considering that it installs.

다음에 방수보조층(32)의 전방에 와이어메쉬(34)를 설치한다(도6 참조). 와이어메쉬(34)는 플랫타이(10)에 고정된다.Next, the wire mesh 34 is provided in front of the waterproof auxiliary layer 32 (see Fig. 6). The wire mesh 34 is fixed to the flat tie 10.

다음에 와이어메쉬(34)의 전방에 제2내부유로폼패널(23)을 설치한다(도7 참조).Next, a second inner flow foam panel 23 is provided in front of the wire mesh 34 (see Fig. 7).

다음에 내부절단부결속공(15a)에 삽입되는 결속구(202)를 사용하여 제2내부유로폼패널(23)을 플랫타이(10)에 고정한다(도7 참조).Next, the second inner euroform panel 23 is fixed to the flat tie 10 by using a binding hole 202 inserted into the inner cutout binding hole 15a (see FIG. 7).

다음에 방수보조층(32)과 제2내부유로폼패널(23) 사이에 모르타르를 타설한 후 양생한다(도7 참조). 방수보조층(32)과 제2내부유로폼패널(23) 사이에 모르타르를 타설할 때 제2내부유로폼패널(23)의 초기설치상태는 플랫타이(10)에 의해 안정적으로 유지된다.Next, mortar is poured between the waterproof auxiliary layer 32 and the second inner eurofoam panel 23 and cured (see FIG. 7). When the mortar is poured between the waterproof auxiliary layer 32 and the second inner euroform panel 23, the initial installation state of the second inner euroform panel 23 is stably maintained by the flat tie 10.

다음에 제2내부유로폼패널(23)을 플랫타이(10)로부터 분리한다(도8 참조). 제2내부유로폼패널(23)이 분리되면 모르타르층(33)이 형성된다.Next, the second inner euroform panel 23 is separated from the flat tie 10 (see Fig. 8). When the second inner euroform panel 23 is separated, a mortar layer 33 is formed.

다음에 모르타르층(33) 외표면을 넘어 돌출된 내부절단부(15)를 절단기나 망치 등을 사용하여 제거한다(도8 참조).Next, the inner cutout portion 15 protruding beyond the outer surface of the mortar layer 33 is removed using a cutter or a hammer (see Fig. 8).

마지막으로 모르타르층(33)의 노출표면에 타일 등의 마감재를 부착하여 마감재층(35)을 형성한다(도9 참조).Finally, the finishing material layer 35 is attached to the exposed surface of the mortar layer 33 to form a finishing material layer 35 (see FIG. 9).

상술한 바와 같이 본 발명의 실시예에 따르면, 플랫타이(10)가 보조층(32)과 모르타르층(33)에 매립되도록 함으로써, 방수보조층(32) 또는 모르타르층(33)이 박리될 염려가 없어진다. 이에 따라 방수보조층(32) 등(방음보조층 등 다른 기능을 갖는 보조층)의 보조층과 모르타르층(33)의 초기설치상태를 안정적으로 유지할 수 있게 된다.As described above, according to the embodiment of the present invention, the flat tie 10 is embedded in the auxiliary layer 32 and the mortar layer 33, so that the waterproof auxiliary layer 32 or the mortar layer 33 may be peeled off. Disappears. Accordingly, it is possible to stably maintain the initial installation state of the auxiliary layer and the mortar layer 33 of the waterproof auxiliary layer 32 and the like (the auxiliary layer having other functions such as the soundproof auxiliary layer).

나아가 모르타르층(33)을 유로폼패널을 사용하여 형성함으로써, 모르타르층(33)의 두께와 노출면평탄도를 안정적으로 유지할 수 있고, 모르타르층(33)의 형성작업이 용이해 진다.Furthermore, by forming the mortar layer 33 using the flow path panel, the thickness and the exposed surface flatness of the mortar layer 33 can be stably maintained, and the formation of the mortar layer 33 becomes easy.

그리고 콘크리트벽(31)을 형성한 후 내부절단보조홈부(13)와 내부절단부(15)를 형성함으로써, 마감재층(35)을 설계목표위치에 정확하게 형성할 수 있게 된다.And after forming the concrete wall 31 by forming the internal cutting auxiliary groove 13 and the internal cutting portion 15, it is possible to form the finish layer 35 accurately in the design target position.

또한 방수보조층(32) 등의 보조층과 제2내부유로폼패널(23)사이에 와이어메쉬(34)를 설치하는 단계를 추가함으로써, 콘크리트벽(31)에 대한 보조층과 모르타르층(33)의 결합력을 증가시킬 수 있게 된다.In addition, by adding a wire mesh 34 between the auxiliary layer, such as the waterproof auxiliary layer 32 and the second inner euro foam panel 23, the auxiliary layer and the mortar layer 33 for the concrete wall 31. It is possible to increase the binding force of.

10, 110 : 플랫타이 11, 111 : 간극부
12, 112 : 외부절단보조홈부 13, 113 : 내부절단보조홈부
14, 114 : 외부절단부 15, 115 : 내부절단부
16 : 둘레턱부 21, 121 : 외부유로폼패널
22, 23, 12 : 내부유로폼패널 31, 131 : 콘크리트벽
32, 132 : 방수보조층 33, 133 : 모르타르층
34 : 와이어메쉬 35, 135 : 마감재층10, 110: flat tie 11, 111: gap portion
12, 112: external cutting auxiliary groove 13, 113: internal cutting auxiliary groove
14, 114: external cutout 15, 115: internal cutout
16: circumferential jaw portion 21, 121: external euro foam panel
22, 23, 12: internal euro foam panels 31, 131: concrete wall
32, 132: waterproof auxiliary layer 33, 133: mortar layer
34: wire mesh 35, 135: finish layer

Claims (3)

결속구와 플랫타이를 사용하여 제작된 유로폼패널을 거푸집으로 사용하여 콘크리트벽과 상기 콘크리트벽의 내표면에 형성된 보조층과 상기 보조층의 내표면에 형성된 모르타르층을 갖는 벽체를 축조하는 벽체축조방법에 있어서,
상기 플랫타이는 일 영역에 간극부결속공이 형성되어 있는 직선상의 간극부와, 상기 간극부의 상기 간극부결속공에 인접하는 종단으로부터 연장형성되고 폭방향을 따라 한 쌍의 내부절단보조홈이 절취 형성되어 있는 내부절단보조홈부와, 상기 간극부의 나머지 종단으로부터 연장형성되고 폭방향을 따라 한 쌍의 외부절단보조홈이 절취 형성되어 있는 외부절단보조홈부와, 상기 외부절단보조홈부로부터 연장형성되고 일 영역에 외부절단부결속공이 형성되어 있는 외부절단부와, 상기 내부절단보조홈부로부터 연장형성되고 일 영역에 내부절단부결속공이 형성되어 있는 내부절단부와, 상기 간극부결속공과 상기 외부절단보조홈의 사이에 배치되도록 상기 간극부의 외표면에 둘레방향을 따라 돌출 형성된 둘레턱부를 가지고;
상기 결속구를 사용하여 유로폼을 연결하는 방법으로 외부유로폼패널과 제1내부유로폼패널을 제작하는 1차유로폼패널제작단계와;
상기 외부절단부결속공과 상기 간극부결속공에 상기 결속구를 삽입하는 방법으로 상기 플랫타이를 사용하여 상기 외부유로폼패널과 상기 제1내부유로폼패널을 결속하는 유로폼패널결속단계와;
상기 외부유로폼패널과 상기 제1내부유로폼패널 사이에 콘크리트를 타설하여 양생하는 콘트리트타설단계와;
상기 외부유로폼패널과 상기 제1내부유로폼패널을 분리하여 상기 콘크리트벽을 형성하는 콘크리트벽형성단계와;
상기 콘크리트벽의 외표면을 넘어 돌출된 외부절단부를 절단하는 외부절단부절단단계와;
상기 콘크리트벽의 내표면에 보조층을 형성하는 보조층형성단계와;
상기 보조층의 전방에 제2내부유로폼패널을 설치하는 제2내부유로폼패널설치단계와;
상기 내부절단부결속공에 상기 결속구를 삽입하는 방법으로 상기 제2내부유로폼패널을 상기 플랫타이에 고정하는 제2내부유로폼패널고정단계와;
상기 보조층과 상기 제2내부유로폼패널 사이에 모르타르를 타설한 후 양생하는 모르타르타설단계와;
상기 제2내부유로폼패널을 상기 플랫타이로부터 분리하여 모르타르층을 형성하는 모르타르층형성단계와;
상기 모르타르층 외표면을 넘어 돌출된 내부절단부를 절단하는 내부절단부절단단계를 포함하는 것을 특징으로 하는 벽체축조방법.In the wall construction method of constructing a wall having a concrete wall, an auxiliary layer formed on the inner surface of the concrete wall and a mortar layer formed on the inner surface of the auxiliary layer, using a Euroform panel manufactured using a binding tool and a flat tie as a formwork. In
The flat tie has a linear gap portion in which a gap binding hole is formed in one region, and a pair of internal cutting auxiliary grooves formed along the width direction and extending from a terminal adjacent to the gap binding hole in the gap portion. An inner cutting auxiliary groove portion extending from the remaining end of the gap portion, an outer cutting auxiliary groove portion having a pair of outer cutting auxiliary grooves formed along the width direction, and extending from the outer cutting auxiliary groove portion, An outer cutting portion having an outer cutting portion binding hole formed therein, an inner cutting portion extending from the inner cutting auxiliary groove portion and having an inner cutting portion binding hole formed in one region, and disposed between the gap portion binding hole and the outer cutting auxiliary groove; A peripheral jaw portion protruding along the circumferential direction on an outer surface of the gap portion;
A first euro foam panel manufacturing step of manufacturing an external euro foam panel and a first internal euro foam panel by a method of connecting the euro foam using the binding sphere;
A flow path panel binding step of binding the outer euroform panel and the first inner euroform panel using the flat tie by inserting the binding hole into the outer cut part binding hole and the gap part binding hole;
A concrete placing step of curing by pouring concrete between the external euroform panel and the first internal euroform panel;
A concrete wall forming step of forming the concrete wall by separating the external euro foam panel and the first internal euro foam panel;
An outer cutting part cutting step of cutting an outer cutting part protruding beyond the outer surface of the concrete wall;
An auxiliary layer forming step of forming an auxiliary layer on an inner surface of the concrete wall;
A second inner eurofoam panel installation step of installing a second inner eurofoam panel in front of the auxiliary layer;
A second inner euro foam panel fixing step of fixing the second inner euro foam panel to the flat tie by inserting the binding hole into the inner cutting part binding hole;
A mortar placing step of curing mortar between the auxiliary layer and the second inner eurofoam panel;
A mortar layer forming step of forming a mortar layer by separating the second internal euroform panel from the flat tie;
And an internal cutting part cutting step of cutting an internal cutting part protruding beyond the outer surface of the mortar layer. 제1항에 있어서,
상기 내부절단보조홈부와 상기 내부절단부는 상기 콘크리트벽형성단계를 실시한 후 형성되는 것을 특징으로 하는 벽체축조방법.The method of claim 1,
And the inner cutting auxiliary groove part and the inner cutting part are formed after the concrete wall forming step. 제1항 또는 제2항에 있어서,
상기 모르타르타설단계를 실시한 후 상기 보조층과 상기 제2내부유로폼패널 사이에 와이어메쉬를 설치하는 메쉬설치단계를 더 포함하는 것을 특징으로 하는 벽체축조방법.The method according to claim 1 or 2,
And a mesh installation step of installing a wire mesh between the auxiliary layer and the second internal euroform panel after performing the mortar placing step.
KR1020100046774A 2010-05-19 2010-05-19 Method of Constructing Wall KR101156568B1 (en)

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KR200219529Y1 (en) 2000-11-08 2001-04-02 이인희 A tie bar in concrete form
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