KR19980019399A - Architecture wall formwork assembly - Google Patents

Architecture wall formwork assembly Download PDF

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Publication number
KR19980019399A
KR19980019399A KR1019980008690A KR19980008690A KR19980019399A KR 19980019399 A KR19980019399 A KR 19980019399A KR 1019980008690 A KR1019980008690 A KR 1019980008690A KR 19980008690 A KR19980008690 A KR 19980008690A KR 19980019399 A KR19980019399 A KR 19980019399A
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South Korea
Prior art keywords
wall
wall formwork
flat iron
formwork assembly
iron binding
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KR1019980008690A
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Korean (ko)
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KR100257973B1 (en
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기승철
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기승철
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Priority to KR1019980008690A priority Critical patent/KR100257973B1/en
Publication of KR19980019399A publication Critical patent/KR19980019399A/en
Priority to CN98125507A priority patent/CN1124392C/en
Priority to PCT/KR1999/000115 priority patent/WO1999047768A1/en
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Publication of KR100257973B1 publication Critical patent/KR100257973B1/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
    • 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
    • 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
    • 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
    • E04G2017/0646—Tying means; Spacers ; Devices for extracting or inserting wall ties made of a flat strip, e.g. of metal

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

Abstract

본 발명은 건축물의 벽체거푸집 조립체에 관한 것이며, 특히 콘크리트 벽체를 구축함에 있어서 거푸집 역할과 철근배근을 동시에 행할 수 있도록 하는 한편 지지재의 개수를 줄일수 있거나 배제할 수 있으며, 또한 콘크리트 벽체를 신속하고 졍밀하게 구축할 수 있도록 하는 건축물 벽체거푸집 조립체에 관한 것이다. 본 발명에 따른 벽체거푸집 조립체는 일정한 폭과 두께 및 길이를 지닌 평철판 양쪽 상,하단을자형으로 요홈(5)을 타공하고 또한 그 양쪽에 결속구멍(7)을 천공하여서 된 평철결속판(3)과; 상기의 평철결속판(3) 다수가 등간격으로 배열되어 그 길이방향(횡방향)에 대하여 직각방향으로 중심부에 용접되는 수직철근(4)과; 그리고, 상기다수의 평철결속판(3) 좌,우측에 종방향으로 각형강관(2)이 배열되어 평철결속판(3)의 좌,우측에 천공된 결속구멍(7)을 통하여 나사못(6)에 의하여 각형강관(2)과 평철결속판(3)이 상호 결합되며 벽체거푸집 조립체(1)가 구성된다. 본 발명의 벽체거푸집 조립체는 입체가 아닌 평면상의 단위체로 제조되어 있어, 제작이나 보관 운반이 용이하고 현장에서의 취급이 편리하며,벽체거푸집 조립체에 수직철근이 용접되어 있어 거푸집 조립과 동시에 철근배근이 함께 이루어지며 다양한 소재의 패널을 삽입하여 벽체거푸집을 조립하여 그 내부면에 유동성 몰탈(콘크리트,단열몰탈,경량몰탈,황토흙 등)을 타설하여 완성된 벽체에서 벽체거푸집 조립체 및 패널을 해체 하지 않고 일체로 성력화 시공함 으로서 공정의 합리화는 물론 내진성을 지니는 벽체 구조물을 시공 할 수 있는 것이다. 또한 그 사용범위가 매우 다양하여 어떠한 부위에 적용해도 경제성 있는 벽체 구조물을 시공할 수 있다.The present invention relates to a wall formwork assembly of a building, and in particular, in the construction of a concrete wall, it is possible to perform the formwork and reinforcement at the same time, while reducing or eliminating the number of supporting materials, and also to quickly and compact the concrete wall. It relates to a building wall formwork assembly that can be built easily. Wall formwork assembly according to the present invention is the upper and lower both sides of a flat iron plate having a constant width, thickness and length A flat iron binding plate 3 formed by perforating the grooves 5 in a shape and drilling the binding holes 7 at both sides thereof; A plurality of said flat iron binding plates (3) arranged at equal intervals and vertical reinforcing bars (4) welded to the central portion at right angles to the longitudinal direction (lateral direction); Then, the square steel pipes 2 are arranged in the longitudinal direction on the left and right sides of the plurality of flat iron binding plates 3, and the screw 6 through the binding holes 7 drilled in the left and right sides of the flat iron binding plates 3, respectively. By the square steel pipe (2) and the flat iron binding plate (3) are mutually coupled to form a wall formwork assembly (1). The wall formwork assembly of the present invention is manufactured in a flat unit rather than a three-dimensional, it is easy to manufacture or store and transport, and easy to handle in the field, the vertical rebar is welded to the wall formwork assembly, and the reinforcement is simultaneously The wall formwork is made by inserting panels of various materials and assembling the wall formwork, and placing fluid mortar (concrete, insulation mortar, light mortar, ocher soil, etc.) on the inner surface of the wall without dismantling the wall formwork assembly and panel. As a result of the integrated construction, it is possible to construct a wall structure that has a rationality as well as earthquake resistance. In addition, its use range is so diverse that it is possible to construct an economical wall structure for any application.

Description

건축물 벽체거푸집 조립체Architecture wall formwork assembly

본 발명은 건축물의 벽체거푸집 조립체에 관한 것이며, 특히 콘크리트 벽체를 구축함에 있어서 거푸집 역할과 철근배근을 동시에 행할 수 있도록 하는 한편 지지재의 개수를 줄일수 있거나 배제할 수 있으며, 또한 콘크리트 벽체를 신속하고 겅밀하게 구축할 수 있도록 하는 건축물 벽체거푸집 조립체에 관한 것이다.The present invention relates to a wall formwork assembly of a building, and in particular, in the construction of a concrete wall, it is possible to perform the formwork and reinforcement at the same time, while reducing or eliminating the number of supporting materials, and also to quickly and easily It relates to a building wall formwork assembly that can be built easily.

일반적으로 건축물의 콘크리트 벽체를 구측함에 있어서는 벽체 양면에 거푸집용 패널을 조립하고 간격유지구 등의 철물을 결속하는 한편 그 양표면에 지지재를 설치하고 거푸집 내에 철근을 배근하여 콘크리트를 타설함으로써 구축된다. 이러한 전통적 방법은 콘크리트 벽체 완성후 지지재및 간격유지구 등의 가설재를 해체해야 하기 때문에 그 작업에 숙련된 노동력을 필요로 할 뿐만 아니라 공기단축이 어려웠다. 또한 완성된 콘크리트 벽체면에 단열재시공 및 마감재의 부착을 위하여 벽틀을 설치하는 공정 등의 다단계의 공정을 수행하여야 하는 번거로움이 있어왔다.In general, when constructing concrete walls of a building, assembling formwork panels on both sides of the wall, binding hardware such as gap retaining zones, installing supporting materials on both surfaces, and placing reinforcing bars in the formwork to build concrete . This traditional method requires the dismantling of temporary materials such as supporting materials and gap retaining zones after the completion of concrete walls, which not only requires skilled labor but also shortens the air. In addition, there has been a hassle of having to perform a multi-step process such as installing a wall frame for the insulation construction and the attachment of the finish to the finished concrete wall surface.

이러한 문제점과 관련하여 근래에는 철선을 이용하여 다수의 가로철선과 세로철선 및 크로스철선으로 이루어진 입방체의 거푸집을 용착하여서된 입체식 구조의 조립식 건축모듈(발명특허 공고번호:90-8987호)이 개발되어 사용되고 있다.이러한 철선을 이용한 입체식 구조의 거푸집은 콘크리트양생후 거푸집을 해체할 필요가 없기 때문에 공기의 단축은 물론 인력을 최소화할 수 있으며 별도의 거푸집을 필요로 하지 않아 경제적이다.In connection with this problem, a three-dimensional prefabricated building module (Invention Patent Publication No. 90-8987) was developed by welding a cube formwork consisting of a plurality of horizontal wires, vertical wires and cross wires using steel wires. The three-dimensional formwork using these wires does not need to dismantle the form after curing, so it is possible to shorten the air and minimize the manpower and it is economical because it does not require a separate formwork.

그러나 상술한 종래의 철선을 이용한 입체식 거푸집은 다음과 같은 문제점을 갖는다.However, the three-dimensional formwork using the above-described conventional iron wire has the following problems.

첫째, 철선을 이용한 입체식 거푸집은 다수의 가로철선과 세로철선및 크로스철선 각각의 교차점을 모두를 용착하여야 함으로서 용접공정이 매우 복잡하며, 따라서 이를 자동으로 제조하기 위한 고가의 복잡한 공장설비가 필요하다.First, the three-dimensional formwork using iron wire has to weld all intersection points of a plurality of horizontal wires, vertical wires and cross wires, and thus the welding process is very complicated. Therefore, an expensive and complicated factory facility for manufacturing them is required. .

둘째, 이 입체식 거푸집은 다량의 가로철선 과 세로철선 및 크로스철선이 일체로 용착되어 입방체로 구성 되어 있어 그 부피가 매우 큰 바, 이는 보관,운반하는 데에 많은 물류비용이 들 뿐만 아니라 그 부피가 커서 시공과정에서 취급이 쉽지 않다.Secondly, this three-dimensional formwork is composed of cubes in which a large number of horizontal wires, vertical wires and cross wires are welded integrally and thus the volume is very large. This is not only a large logistics cost for storage and transportation but also its volume. Its large size makes it difficult to handle during construction.

셋째, 철선을 이용한 입체식 거푸집은 그 거푸집 양쪽에 패널을 삽입하면 그 내부에 수직철근의 설치가 곤란하며, 콘크리트 타설시에 측압에 의한 배불름 현상이 발생하면 후속조치에 한계가 있는 결점이 있다.Third, the three-dimensional formwork using iron wire is difficult to install vertical reinforcing bars when the panel is inserted on both sides of the formwork, and there is a drawback that there is a limit in the subsequent measures if the ship's bulge due to lateral pressure occurs during concrete placement. .

따라서, 본 발명은 종래의 전통방식의 벽체거푸집이나 철선을 이용한 입체식 거푸집의 문제점을 해결하기 위해 발명된 것으로서,다음과 같은 목적을 갖는다.Therefore, the present invention has been invented to solve the problem of the three-dimensional formwork using the wall formwork or iron wire of the conventional method, has the following object.

본 발명의 목적의 하나는 세로부재와 가로부재 및 수직철근이 일체로 결합된 구조의 벽체거푸집 조립체를 제조함에 있어 입체식 거푸집이 아닌 단위부재로 제조하여 그 부피와 중량을 줄여 보관, 운송 및 취급을 용이하게 할 수 있도록 하는 건축물 벽체거푸집 조립체를 제공하는 것이다.One of the object of the present invention is to manufacture a wall formwork assembly having a structure in which the vertical member, the horizontal member and the vertical reinforcing bar is integrally manufactured as a unit member rather than a three-dimensional formwork to reduce the volume and weight to store, transport and handle It is to provide a building wall formwork assembly to facilitate the construction.

본 발명의 또다른 목적은 세로부재와 가로부재 및 수직철근을 일체로 결합 제조하여 본 발명의 다수의 벽체거푸집 조립체로 거푸집이 조립됨과 동시에 철근배근이 함께 수행될수 있도록할 수 있는 건축물 벽체거푸집조립체를 제공하는 것이다.Still another object of the present invention is to form a building wall formwork assembly that can be carried out together with the reinforcement at the same time as the formwork is assembled with a plurality of wall formwork assembly of the present invention by integrally combining the vertical member, the horizontal member and the vertical rebar. To provide.

도 1은 본 발명에 따른 벽체거푸집 조립체의 사시도.1 is a perspective view of a wall formwork assembly according to the present invention.

도 2는 본 발명의 벽체거푸집 조림체의 가로부재인 평철결속판의 평면도.Figure 2 is a plan view of a flat iron binding plate of the horizontal member of the wall formwork of the present invention.

도 3은 본 발명의 벽체거푸집 조립체 다수를 이용하여 벽체 거푸집이 조립되고 그 양면에 패널이 삽입되어 콘크리트를 타설한 상태의 단면구조도.Figure 3 is a cross-sectional structure of the wall formwork is assembled using a plurality of wall formwork assembly of the present invention and the panel is inserted into both sides of the concrete pouring state.

(주요 부분에 대한 도면부호의 설명)(Description of reference numerals for major parts)

1:벽체거푸집 조립체 2:각형강관 3:평철결속판 4:수직철근 5:요홈 6:나사못 7:결속구멍 8:콘크리트 9:가로철근 10:패널DESCRIPTION OF SYMBOLS 1: Wall formwork assembly 2: Square steel pipe 3: Flat iron binding board 4: Vertical rebar 5: Concave groove 6: Screw 7: Bonding hole 8: Concrete 9: Horizontal rebar 10: Panel

이하, 본 발명에 따른 건측물 벽체거푸집 조립체의 바람직한 실시예를 첨부된 도면을 참조하여 상세히 설명한다.Hereinafter, with reference to the accompanying drawings, a preferred embodiment of the building-side wall formwork assembly according to the present invention will be described in detail.

도 1은 본 발명에 따른 건축물 벽체거푸집 조림체의 사시도이고, 도2는 도 1에 도시된 벽체거푸집 조립체의 횡방향에 겉속되는 평철결속판의 평면도이다. 이들 도면에 의해 잘 알 수 있듯이, 본 발명에 따른 벽체거푸집 조립체(1)는, 일정한 폭과 두께 및 길이를 지닌 평철판 양쪽 상,하단을자형으로 요홈(5)을 타공하고 또한 그 양쪽에 결속구멍(7)을 천공하여서 된 평철결속판(3)과; 상기의 평철결속판(3) 다수가 등간격으로 배열되어 그 길이방향(횡방향)에 대하여 직각방향으로 중심부에 용접되는 수직철근(4)과;그리고, 상기 다수의 평철결속판(3) 좌,우측에 종방향으로 각형강관(2)이 배열되어평철결속판(3)의 좌,우측에 천공된 결속구멍(7)을 통하여 나사못(6)에 의하여 각형강관(2)과 다수의 평철결속판(3)이 상호 결합되며 벽체거푸집 조립체(1)가 구성된다.1 is a perspective view of a building wall formwork according to the present invention, Figure 2 is a plan view of a flat iron binding plate facing the transverse direction of the wall formwork assembly shown in FIG. As can be seen from these drawings, the wall formwork assembly 1 according to the present invention, the upper and lower sides of both flat iron plate having a constant width, thickness and length A flat iron binding plate 3 formed by perforating the grooves 5 in a shape and drilling the binding holes 7 at both sides thereof; A plurality of said flat iron binding plates 3 are arranged at equal intervals, and are vertical reinforcing bars 4 welded to the center portion at right angles to the longitudinal direction (transverse direction); and the plurality of flat iron binding plates 3 left. The square steel pipe 2 is arranged in the longitudinal direction on the right side, and the square steel pipe 2 and the plurality of flat iron bundles are connected by the screw 6 through the binding holes 7 drilled on the left and right sides of the flat iron binding plate 3. The plates 3 are joined together and the wall formwork assembly 1 is constructed.

상기와 같이 구성된 벽체거푸집 조립체(1)는 종방향으로 2개의 각형강관(2)(2)과 그 사이의 등간격 간에 다수의 평철결속판(3)과 그 평철결속판(3) 중심부에 종방향으로 수직철근(4)이 일체로 용접되어 있어 벽체의 거푸집이 조립될 때, 도 3에 도시된 바와 같이 본 발명의 벽체거푸집 조립체(1) 다수가 수직으로 일정한 간격 간에 연속하여 배열되어 평철결속판(3)양쪽 상,하단에 타공된 요홈(5) 간에 패널(10)이 끼워져 입방체의 벽체 거푸집이 조립된다 이때에 평철결속판(3)에 증방향으로 용접된 수직철근(4)은별도의 철근배근이 필요 없도록 거푸집공정 과 철근배근이 동시에 이루어지는 것이다.The wall formwork assembly 1 configured as described above has a plurality of flat iron binding plates 3 between the two square steel pipes 2 and 2 and the same distance therebetween in the longitudinal direction. When the vertical reinforcing bar 4 is integrally welded in the direction to assemble the wall formwork, as shown in FIG. 3, a plurality of the wall formwork assemblies 1 of the present invention are vertically arranged in succession at regular intervals to form a flat iron binding. The panel 10 is fitted between the grooves 5 perforated at both the upper and lower sides of the plate 3 so that the wall formwork of the cube is assembled. At this time, the vertical reinforcing bars 4 welded in the longitudinal direction to the flat iron binding plate 3 are separately The formwork process and the reinforcement are performed at the same time so that the reinforcement is not needed.

한편 상기의 구성에 있어서 평철결속판 양쪽에 상,하단에자형으로 타공된 요홈의 폭칫수는 끼워지는 패널의 두께에 따라서 가변성을 지니며또한 양쪽의 요홈 내측의 길이는 벽체 콘크리트 두께에 따라 길이의 가변성을 지니는 것이 바람직하다.On the other hand, in the above configuration, on both sides of the flat iron binding plate It is preferable that the width dimension of the grooves formed in the shape of the grooves is variable according to the thickness of the panel to be fitted, and the lengths of the grooves on both sides have a variable length depending on the thickness of the wall concrete.

전술한 바의 본 발명의 벽체거푸집 조립체는 입체가 아닌 평면상의 단위체로 제조되어 있어, 제작이나 보관 운반이 용이하고 현장에서의 취급이 편리하며, 벽체거푸집 조립체에 수직철근이 용접되어 있어 거푸집 조립과 동시에 철근배근이 함께 이루어지며 다양한 소재의 패널을 삽입하여 벽체거푸집을 조립하여 그 내부면에 유동성 몰탈(콘크리트,단열몰탈,경량몰탈,황토흙 등)을 타설하여 완성된 벽체에서 벽체거푸집 조립체 및 패널을 해체 하지 않고 일체로 성력화 시공함 으로서 공정의 합리화는 물론 내진성을 지니는 벽체 구조물을 시공 할 수 있는 것이다. 또한 그 사용범위가 매우 다양하여 어떠한 부위에 적용해도 경제성 있는 벽체 구조물을 시공할 수 있다.As described above, the wall formwork assembly of the present invention is manufactured in a flat unit rather than a three-dimensional structure, so that it is easy to manufacture, store, transport, and handle in the field, and that vertical reinforcing bars are welded to the formwork assembly to form a formwork. At the same time, the reinforcement is made together, and the wall formwork is assembled by inserting panels of various materials and assembling the wall formwork. It is possible to construct a wall structure with a qualitative ratio as well as a seismic resistance by constructing an integral force without dismantling. In addition, its use range is so diverse that it is possible to construct an economical wall structure for any application.

Claims (3)

일정한 폭 과 두께 및 길이를 지닌 평철판 양쪽 상,하단을자형으로 요홈(5)을 타공하고 또한 그 양쪽에 결속구멍(7)을 천공하여서 된 평철결속판(3)과; 상기의 평철결속판(3) 다수가 등간격으로 배열되어 그 길이방향(횡방향)에 대하여 직각방향으로 중심부에 용접되는 수직철근(4)과; 그리고, 상기 다수의 평철결속판(3) 좌,우측에 종방향으로 각형강관(2)이 배열되어 평철결속판(3)의 좌,우측에 천공된 결속구멍(7)을 통하여 나사못(6)에 의하여 각형강관(2)과 평철결속판(3)이 상호 결합되며 이루어진 것을 특징으로하는 건축물 벽체거푸집 조립체.The top and bottom of both sides of the flat plate with the same width, thickness and length A flat iron binding plate 3 formed by perforating the grooves 5 in a shape and drilling the binding holes 7 at both sides thereof; A plurality of said flat iron binding plates (3) arranged at equal intervals and vertical reinforcing bars (4) welded to the central portion at right angles to the longitudinal direction (lateral direction); Then, the plurality of flat iron binding plate (3) of the square steel pipe (2) is arranged in the longitudinal direction on the left and right side of the flat iron binding plate (3) through the binding hole (7) drilled through the screw (6) Square wall pipe formwork assembly, characterized in that made by being coupled to each other by a square steel pipe (2) and a flat iron binding plate (3). 청구항 1에 있어서, 상기의 명철결속판(3) 양쪽 상,하단에 타공된 요홈(5)의 깊이와 폭이 가변칫수를 지님을 특징으로 하는 벽체거푸집 조립체.The wall formwork assembly according to claim 1, wherein the depth and width of the grooves (5) perforated on both upper and lower ends of the clear iron binding plate (3) have a variable dimension. 청구항 1에 있어서; 상기의 각형강관(2)의 외경칫수 및 재료두께가 가변성을 지님을 특징으로 하는 벽체거푸집 조립체.The method according to claim 1; Wall formwork assembly, characterized in that the outer diameter and material thickness of the square steel pipe (2) is variable.
KR1019980008690A 1998-03-16 1998-03-16 Prefabed wall form for building KR100257973B1 (en)

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KR1019980008690A KR100257973B1 (en) 1998-03-16 1998-03-16 Prefabed wall form for building
CN98125507A CN1124392C (en) 1998-03-16 1998-12-25 Form unit for construction of concrete wall
PCT/KR1999/000115 WO1999047768A1 (en) 1998-03-16 1999-03-16 Form unit for construction of concrete wall

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KR100427956B1 (en) * 2001-06-26 2004-04-28 김홍종 Band for constructing walls and wall construction method using the same

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AU2003271357A1 (en) * 2003-12-30 2005-07-14 Bluescope Steel Limited Wall panel
TW201641788A (en) * 2015-05-26 2016-12-01 Jin Long Steel Co Ltd Column manufacturing method for demolding-free screen wall
PT117057B (en) * 2021-02-09 2022-11-29 Dos Anjos Branco Chagas Rodrigues Nelson FORMWORK ELEMENT AND FORMWORK SYSTEM FOR STRUCTURAL ELEMENTS
CN117868302B (en) * 2024-03-11 2024-05-28 中国船舶集团国际工程有限公司 Self-resetting assembled inter-column support

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US1644587A (en) * 1926-02-23 1927-10-04 John N Heltzel Concrete form
AT334035B (en) * 1974-09-05 1976-12-27 Mossler Franz SUPPORT DEVICE FOR FORMWORK PANELS
US4329821A (en) * 1980-04-30 1982-05-18 Long Robert T Composite insulated wall
FR2562594B1 (en) * 1984-04-05 1990-03-30 Chandeze Pierre FORMWORK SPACING DEVICE FOR POSITIONING WASTE INSULATED PANELS IN CONCRETE

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KR100427956B1 (en) * 2001-06-26 2004-04-28 김홍종 Band for constructing walls and wall construction method using the same

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