KR100662815B1 - A pillars form for as a vertical struc-tural body - Google Patents

A pillars form for as a vertical struc-tural body Download PDF

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Publication number
KR100662815B1
KR100662815B1 KR1020040068752A KR20040068752A KR100662815B1 KR 100662815 B1 KR100662815 B1 KR 100662815B1 KR 1020040068752 A KR1020040068752 A KR 1020040068752A KR 20040068752 A KR20040068752 A KR 20040068752A KR 100662815 B1 KR100662815 B1 KR 100662815B1
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South Korea
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corner
forming means
corner forming
formwork
formwork panel
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KR1020040068752A
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Korean (ko)
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KR20060020027A (en
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이범수
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서보가설산업 주식회사
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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
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E04G13/023—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions
    • E04G13/025—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor with means for modifying the sectional dimensions with stiff clamping means bracing the back-side of the form without penetrating the forming surface
    • 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
    • E04G17/001—Corner fastening or connecting means for forming or stiffening elements

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

Abstract

본 발명은, 콘크리트 수직 구조물용 기둥폼에 관한 것이다.The present invention relates to a pillar form for a concrete vertical structure.

이는 특히, 복수의 거푸집패널이 지지브라켓및 코너와 연결수단을 통하여 사각형상으로 연결되는 기둥폼에 있어서, In particular, in the form of a pillar in which a plurality of formwork panels are connected in a quadrangular form through the support bracket and the corner and the connecting means,

상기 거푸집패널이 만나는 모서리부에 제1코너형성수단이 각각 연결되는 구성으로 이루어 진다.It is made of a configuration in which the first corner forming means is connected to each corner portion where the formwork panel meets.

또한, 본 발명은 2개 이상 2배수로 제2코너형성수단이 설치되고, 상기 제2코너형성수단이 연결되는 나머지 코너에 제1코너형성수단이 각각 설치되며, 상기 제2코너형성수단의 외측에 밀착볼트가 더 설치되는 구성으로 이루어 진다.In addition, in the present invention, the second corner forming means is installed at two or more times and the second corner forming means is installed at each of the remaining corners to which the second corner forming means is connected, and the outer corner of the second corner forming means. The contact bolt is made of a more installed configuration.

이에 따르면, 하나의 기둥폼으로서 제작하고자 하는 기둥의 규격 변화에 용이하게 대처할수 있으며, 기둥폼을 견고하게 지지하여 규격의 변화가 없게 되는 것이다.According to this, it is possible to easily cope with the change of the standard of the column to be manufactured as a single column form, and by firmly supporting the column form there is no change in the standard.

면귀, 아웃코너, 거푸집패널, 지지프레임, 밀착볼트Cotton ear, Out corner, Formwork panel, Support frame, Contact bolt

Description

콘크리트 수직 구조물용 기둥폼{A pillars form for as a vertical struc-tural body}A pillars form for as a vertical struc-tural body}

도1은 종래의 콘트리트 구조물의 거푸집 장치를 도시한 사시도1 is a perspective view showing a formwork device of a conventional concrete structure

도2는 본 발명에 따른 기둥폼을 도시한 사시도Figure 2 is a perspective view of a pillar foam according to the present invention

도3a,b는 각각 본 발명에 따른 기둥폼의 연결상태를 도시한 평면도Figure 3a, b is a plan view showing a connection state of the pillar form according to the present invention, respectively

도4는 본 발명에 따른 기둥폼의 제1코너형성수단 분해상태도Figure 4 is an exploded view of the first corner forming means of the columnar form according to the present invention

도5는 본 발명에 따른 기둥폼의 제2코너형성수단 분해상태도Figure 5 is an exploded state diagram of the second corner forming means of the columnar form according to the present invention

*도면의 주요 부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

100...거푸집패널 150...지지프레임100 formwork panel 150 supporting frame

170...지지브라켓 200...제1코너형성수단170.Support bracket 200 ... First corner forming means

210...간격유지재 290...밀착볼트210 ... Spacer 290 ... Contact bolt

300...제2코너형성수단 330..코너부재300.Second corner forming means 330. Corner member

본 발명은 콘크리트 수직 구조물용 기둥폼에 관한 것으로서 보다 상세하게로는, 거푸집패널이 만나는 모서리부에 제1코너형성수단및 제2코너형성수단이 선택적 으로 설치되는 구성으로 거푸집패널의 규격을 변화시킬수 있고, 거푸집패널의 견고한 결합이 가능하도록 하는 콘크리트 수직 구조물용 기둥폼에 관한 것이다.The present invention relates to a pillar form for a concrete vertical structure, and more specifically, the first corner forming means and the second corner forming means are selectively installed at the corners where the formwork panel can be changed to the standard of the formwork panel. The present invention relates to a pillar form for a concrete vertical structure that enables a firm coupling of formwork panels.

일반적으로, 거푸집이라는 건축기구물은 콘크리트를 사용하여 벽체 혹은 내력기둥 등을 형성할 때, 콘크리트의 외곽면을 지지하여 평면을 형성하여 주는 콘크리전용 보강체이다.In general, a building structure called a formwork is a concrete reinforcement for forming a plane by supporting the outer surface of the concrete when forming walls or bearing columns using concrete.

상기한 거푸집은 초기에는 나무, 특히, 합판을 사용하여 판재로 이용하고 목재빔등을 사용하여 지지대로 사용하여서 거푸집으로서 역할을 수행하다가 최근에는 금속판재를 사용하고 그 이외의 보강재를 덧대어서 거푸집으로 사용하는 추세에 있다.The formwork is initially used as a plate using wood, especially plywood, and as a support using wood beams, etc. Recently, the formwork is used as a formwork by using a metal plate and reinforcing other materials. There is a trend to use.

그런데, 상기 목재빔을 사용하여 거푸집으로 사용하는 경우에는 목재 거푸집을 고정하여 눌러주는 별도의 보강수단이 많이 필요할 뿐 만아니라 목재의 경우에는 가격이 비싸고 반복적으로 사용하는 경우 내구성이 약하여서 전체적인 공정에 분리한 절감하지 못하는 문제점을 지닌다.However, in the case of using the wood beam as a formwork, not only a lot of separate reinforcement means for fixing and pressing the wood formwork, but also in the case of wood is expensive and repeated use is weak in durability and the overall process There is a problem that can not be separated.

또한, 금속재를 사용한 경우에는 거푸집이 연결되는 부분과 모서리부분 및 측면부분을 적절하게 보강하지 못하여 정밀한 콘크리트구조물에는 제대로 적용하지 못하는 문제점을 지닌다.In addition, in the case of using the metal material has a problem that can not be properly applied to the precise concrete structure because the formwork is connected to the corner portion and the side portion is not properly reinforced.

이와 같은 문제점을 해결하기 위한 콘크리트 구조물의 거푸집 장치가 본 출원의 발명자에 의해 특허출원되어 등록된바 있으며 그 구성은 도1에서와 같이, 프레임부재(16)의 내측면에 지지패널(12)을 형성하면서 수직보강재(14)가 보강되는 거푸집(10) 장치가 설치되며, 상기 수직보강재(14)에 요홈부(22)를 갖는 측면보강 재(20)가 수평으로 고정되고, 상기 프레임부재(16)에 90도 각도로 절곡되어 다수의 통공(18)이 형성된 모서리지지대(50)가 연결된다.Formwork device of a concrete structure to solve this problem has been patented and registered by the inventor of the present application and its configuration is, as shown in Figure 1, the support panel 12 on the inner surface of the frame member 16 Forming device 10 is installed to reinforce the vertical stiffener 14 while forming, the side stiffener 20 having a recess 22 in the vertical stiffener 14 is fixed horizontally, the frame member 16 Bent at an angle of 90 degrees to the edge support 50 is formed a plurality of through holes 18 are connected.

그리고, 상기 거푸집(10)의 모서리에 고정핀지지부(42)가 돌출되어서 프레임부재(16)에 접촉되고, 상기 모서리지지대(50)의 통공(52), 고정핀지지부(42)의 끼움공(44) 및 프레임부재(16)의 통공(18)에 각각 끼워진 고정핀(19)에 의하여 고정되는 면귀부재(40)가 설치된다.In addition, the fixing pin support portion 42 protrudes from the edge of the formwork 10 to contact the frame member 16, and the through hole 52 of the edge support 50, the fitting hole of the fixing pin support portion 42 ( 44 and the face ear member 40 is fixed by the fixing pin 19 fitted in the through hole 18 of the frame member 16, respectively.

또한, 상기 요홈부(22)에 삽입되어서 거푸집(10)의 모서리부를 고정하는 모서리보강수단(30)이 설치되고, 상기 모서리보강수단(30)은 고정나사축(34)과 그 양단에 결합되는 고정볼트(36)및 상기 요홈부에 지지토록 관통공(38)을 갖는 지지체(32)로서 이루어 진다.In addition, the corner reinforcing means 30 is inserted into the recess 22 to fix the corner of the formwork 10, the corner reinforcing means 30 is coupled to the fixing screw shaft 34 and both ends thereof. It is made of a support 32 having a fixing bolt 36 and a through hole 38 to support the groove portion.

그러나, 상기와 같은 거푸집 장치는, ㄱ자 형상으로 연결되는 양측의 프레임부재(16)가 모서리지지대(50)로서 연결될때 상기 모서리지지대(50)와 프레임부재(16)를 연결하는 고정핀(19)이 통공(52)과의 유격에 의해 각각의 프레임부재(16)가 외부압력의 작용시 그 규격이 변하게 됨으로써 항상 정확한 규격의 유지가 힘들게 된다.However, the formwork device as described above, the fixing pin 19 for connecting the corner support 50 and the frame member 16 when the frame member 16 of both sides connected in the L-shape is connected as the corner support 50 Due to the clearance with the through-hole 52, the specifications of each of the frame members 16 change when the external pressure is applied, so that it is difficult to maintain the correct specifications at all times.

또한, 상기 면귀부재(40)를 프레임부재및 모서리지지대에 고정하도록 연결되는 고정편지지부(42)가 각각 분할설치되어 통공(18)과 끼움공(44)의 불일치시 상호 조립이 힘들게 된다.In addition, the fixing piece supporting portion 42 which is connected to secure the face ear member 40 to the frame member and the edge support are respectively divided, so that the mutual assembly is difficult when the through-hole 18 and the fitting hole 44 are inconsistent.

더하여, 상기 프레임부재(16)의 규격에 대응되는 일정한 규격의 기둥구조물만을 제조할수 있도록 되어 상이한 규격의 기둥구조물에 적용시 다른 규격의 프레 임부재를 준비하여야 하는 단점이 있는 것이다.In addition, it is possible to manufacture only the columnar structure of a certain standard corresponding to the standard of the frame member 16 has the disadvantage that to prepare a frame member of another standard when applied to the columnar structure of different standards.

상기와 같은 개선하기 위해 본 발명은, 하나의 기둥폼으로서 제작하고자 하는 다양한 규격의 기둥폼에 적용할수 있도록 하며, 기둥폼을 견고하게 지지하여 조립완료시 규격의 변화가 없도록 하고, 면귀부재의 연결이 손쉽게 이루어 지도록 하는 콘크리트 수직 구조물용 기둥폼을 제공하는데 있다.In order to improve the above, the present invention, to be applied to a pillar form of various standards to be produced as a single pillar form, to firmly support the pillar form so that there is no change in the specification when the assembly is completed, the connection of the face ear member It is to provide a pillar form for the concrete vertical structure to make this easy.

본 발명은 상기 목적을 달성하기 위해, 복수의 거푸집패널이 지지브라켓및 면귀등을 통하여 사각형상으로 연결되는 기둥폼에 있어서, The present invention, in order to achieve the above object, a plurality of formwork panels in the form of a column connected to the square through a support bracket and face ear, etc.,

상기 거푸집패널이 만나는 모서리부에 제1코너형성수단이 각각 연결되는 콘크리트 수직 구조물용 기둥폼을 제공한다.It provides a pillar form for the concrete vertical structure, the first corner forming means is connected to each corner portion where the formwork panel meets.

또한, 본 발명은 2개 이상 2배수로 제2코너형성수단이 설치되고, 상기 제2코너형성수단이 연결되는 나머지 코너에 제1코너형성수단이 각각 설치되며, 상기 제2코너형성수단의 외측에 밀착볼트가 더 설치되는 구성으로 이루어 진 콘크리트 수직 구조물용 기둥폼을 제공한다.In addition, in the present invention, the second corner forming means is installed at two or more times and the second corner forming means is installed at each of the remaining corners to which the second corner forming means is connected, and the outer corner of the second corner forming means. It provides a pillar form for the concrete vertical structure consisting of a configuration in which a close contact bolt is installed.

이하, 첨부된 도면에 의거하여 본 발명의 실시예를 상세하게 설명하면 다음과 같다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도2 내지 도5에서와 같이 본 발명의 기둥폼은, 4개의 거푸집패널(100)이 모서리부를 형성하면서 각각 연결될때 그 모서리부에 제1,2코너형성수단(200)(300)이 각각 설치되고, 상기 제1코너형성수단(200)의 외측에 지지브라켓(170)이 밀착볼트 (270)를 통하여 연결되며, 상기 제2코너형성수단(300)의 외측에 연결수단(190)이 구비된다.2 to 5, the pillar form of the present invention, when the four formwork panels 100 are connected to each other forming a corner portion, the first and second corner forming means 200, 300 are respectively installed at the corner portion thereof. The support bracket 170 is connected to the outer side of the first corner forming means 200 through the contact bolt 270, and the connecting means 190 is provided outside the second corner forming means 300. .

상기 거푸집패널(100)은, 그 모서리부에 다수의 핀홈(130a)을 갖는 모서리보강판(130)이 일체로 연결되며, 일측면에 수직방향으로 다수의 보강재(110)가 연결된다.The formwork panel 100, the edge reinforcing plate 130 having a plurality of pin grooves (130a) is integrally connected to the corner portion, a plurality of reinforcement 110 is connected in a vertical direction on one side.

이때, 상기 거푸집패널(100)은, 다수의 핀홈(150a)이 관통되는 복수의 프레임이 소정의 간격을 두고 연결되는 지지프레임(150)이 용접등에 의해 결합된다.At this time, the formwork panel 100, the plurality of frames through which the plurality of pin grooves (150a) is coupled to the support frame 150, which is connected at predetermined intervals by welding or the like.

그리고, 상기 거푸집패널(100)의 모서리부는, 2개이상으로 2배수를 갖는 하나의 모서리부에 지지프레임(150)에 삽입되어 지지되는 복수의 지지브라켓(170)및 다른 모서리부에 관통공을 갖는 지지편(190a)과 연결볼트(190b)및 너트(190c)로서 이루어진 연결수단(190)을 통하여 연결된다.And, the corner portion of the formwork panel 100, the plurality of support brackets 170 and the other through the corner portion is inserted into the support frame 150 is supported in one corner portion having a double number of two or more. It is connected via a connecting means 190 consisting of a support piece 190a having a connecting bolt 190b and a nut 190c.

이때, 상기 지지프레임(150)에 지지되는 지지브라켓(170)은, 양측에 형성되는 핀홈(150a)및 관통홈(170a)에 고정핀(150b)이 삽입될때 그 일측으로 테이퍼형의 압축편이 돌출되는 밀착볼트(260)가 설치되어 너트(270)로서 연결된다.At this time, the support bracket 170 supported by the support frame 150, when the fixing pin (150b) is inserted into the pin groove (150a) and the through groove (170a) formed on both sides of the tapered compression piece protrudes to one side thereof. The close contact bolt 260 is installed and connected as a nut 270.

상기 지지브라켓(170)의 내측에는 제1코너형성수단(200)이 연결되고, 연결수단(190)의 내측에 제2코너형성수단(300)이 연결되어 복수의 거푸집패널(100) 모서리부를 상호 연결하게 된다.The first corner forming means 200 is connected to the inner side of the support bracket 170, and the second corner forming means 300 is connected to the inner side of the connecting means 190 to interconnect the edges of the plurality of formwork panels 100. Will be connected.

상기 제1코너형성수단(200)은, 코너를 형성하는 제1면(210b)과 이동폭을 형성하는 제2면(210a)및 거푸집패널과 연결되는 제3면(210c)으로 이루어진 상하의 간격유지재(210)와 이에 연결되는 연결부재(230)및 보강재(250)로서 이루어 진 아웃 코너 이다.The first corner forming means 200 maintains a vertical gap between the first surface 210b that forms the corner, the second surface 210a that forms the movement width, and the third surface 210c that is connected to the formwork panel. It is an out corner made of the material 210 and the connection member 230 and the reinforcement 250 connected thereto.

그리고, 상기 연결부재(230)에는 거푸집패널(100)의 핀홈(130a)과 대응되는 관통공(230a)이 형성되어 고정핀(130b)으로 연결된다.In addition, a through hole 230a corresponding to the pin groove 130a of the formwork panel 100 is formed in the connection member 230 and is connected to the fixing pin 130b.

상기 제2코너형성수단(300)은, 코너를 형성하는 코너형성면(300a)과 이에 연결되는 복수의 밀착면(300a-1)면 상기 코너형성면과 소정의 간격을 두고 연결되는 지지면(300b)으로 이루어진 면귀이다.The second corner forming means 300 may include a corner forming surface 300a forming a corner and a plurality of contact surfaces 300a-1 connected to the support surface at a predetermined distance from the corner forming surface 300. 300b).

그리고, 상기 지지면(300b)에는 거푸집패널(100)의 핀홈(130a)과 대응되는 관통공(300b-1)이 형성되어 고정핀(130b)으로 연결된다.In addition, a through hole 300b-1 corresponding to the pin groove 130a of the formwork panel 100 is formed in the support surface 300b and is connected to the fixing pin 130b.

더하여, 상기 면귀가 연결되는 양측의 거푸집패널을 지지토록 다수의 핀홈(330a)을 갖는 코너부재(330)가 더 설치된다.In addition, a corner member 330 having a plurality of pin grooves 330a is further installed to support the formwork panels on both sides to which the face ears are connected.

미 설명부호인 190a는 지지편 이다.Unexplained symbol 190a is a support piece.

상기와 같은 구성으로 이루어진 본 발명의 동작을 설명한다.The operation of the present invention having the above configuration will be described.

도2 내지 도5에서와 같이, 콘크리트를 타설하여 기둥형상을 이루도록 4개의 거푸집패널(100)이 각각 연결될때 상기 거푸집패널(100)의 모서리부 제1,2코너형성수단(200)(300)을 통하여 각각 연결되어 그 내측에 주입되는 콘크리트의 압력이 의한 규격의 변화가 없게 된다. 2 to 5, when the four formwork panel 100 is connected to each other to form a pillar by pouring concrete, the corner portion of the formwork panel 100, first and second corner forming means (200, 300) There is no change in specifications due to the pressure of the concrete is connected to each through the inside is injected.

상기와 같은 거푸집의 연결은 도2및 도3에서와같이, 4개의 거푸집패널(100)이 연결되는 4개의 모서리부 전체에 제1코너형성수단(200)이 아웃코너를 장착하여도 좋으며, 2개는 아웃코너 2개는 제2코너형성수단(300)이 면귀부재를 각각 설치하여도 된다.2 and 3, the first corner forming means 200 may be equipped with an out corner at all four corners to which four formwork panels 100 are connected. Two out corners may be provided by the second corner forming means 300, respectively.

그리고, 상기와 같은 아웃코너및 면귀부재는 규격이 변하는 것을 방지하도록 2개 이상 2배수로 각각 장착되는 것이 바람직 하다.In addition, the out-corner and the faceting member as described above are preferably mounted in two or more doubles to prevent the specification from changing.

더하여, 상기 제1코너형성수단(200)을 통하여 연결되는 모서리부에는 지지브라켓(170)을 통하여 2차 결합하고, 제2코너형성수단(300)을 통하여 연결되는 다른 모서리부에는 코너부재(330)및 연결수단(190)이 더 구비되어 양측의 거푸집패널(100)을 견고하게 결합하게 된다.In addition, the corner portion 330 is secondly coupled to the corner portion connected through the first corner forming means 200 through the support bracket 170, and the corner member 330 is formed at the other corner portion connected to the second corner forming means 300. And the connection means 190 is further provided to firmly couple the formwork panel 100 on both sides.

그리고, 상기 제2코너형성수단(300)의 외측에 구비되는 연결수단(190)의 경우 지지편(190a)이 각각의 지지프레임(150) 사이에 삽입된후 고정핀(150b)으로 연결될때 양측의 지지편이 연결볼트(190b)및 너트(190c)로서 압축되어 양측의 거푸집패널(100)이 견고하게 결합된다.And, in the case of the connecting means 190 provided on the outside of the second corner forming means 300, both sides when the support piece 190a is inserted between each support frame 150 and then connected to the fixing pin 150b. The support piece is compressed as a connecting bolt 190b and a nut 190c, the formwork panel 100 on both sides is firmly coupled.

더하여, 상기 제1코너형성수단(200)의 경우 그 외측에 지지브라켓(170)을 통하여 양측의 거푸집패널(100)이 연결되는 구성으로 핀홈(150a)의 유격에 의해 거푸집패널(100) 내부에 콘크리트의 주입시 그 간격이 변하게 되나 상기 지지브라켓(170)에 삽입되는 밀착볼트(270)를 통하여 지지브라켓(170)에서 양측의 거푸집패널(100)이 유동되는 것을 방지한다.In addition, in the case of the first corner forming means 200, the formwork panel 100 on both sides is connected to the outside of the formwork panel 100 through the support bracket 170 on the outer side thereof. The gap is changed when the concrete is injected, but the formwork panel 100 on both sides of the support bracket 170 is prevented from flowing through the contact bolt 270 inserted into the support bracket 170.

상기 밀착볼트(270)의 동작은, 상기 핀홈(150a)에 삽입되는 고정핀(150b)에 테이퍼형의 압축편이 돌출되는 밀착볼트(260)를 지지프레임(150) 사이의 간극에 미리 삽입한후 상기 압축편 일축에 핀홈(150a)에 삽입되는 고정핀(150b)이 위치토록 하고, 상기 밀착볼트(260)에 너트(270)를 체결 회전시키면 압축편이 이동하면서 고정핀을 일측으로 밀어 지지브라켓(170)이 지지프레임에서 유동되는 것을 완벽하게 방지하여 거푸집패널(100)이 이동되는 것을 방지한다.Operation of the contact bolt 270, after inserting the contact bolt 260 in which the tapered compression piece protrudes into the gap between the support frame 150 in advance to the fixing pin (150b) is inserted into the pin groove (150a) Fixing pin (150b) is inserted into the pin groove (150a) on one axis of the compression piece, and the nut 270 to the contact bolt 260 is rotated by fastening the fixed pin to one side while moving the compression piece support bracket ( 170 is completely prevented from flowing in the support frame to prevent the formwork panel 100 is moved.

그리고, 상기 거푸집패널(100)의 모서리부에서 각각 설치되는 구조물의 각부에 모따기면을 형성되는 제1,2코너형성수단(200)(300)은, 거푸집패널에 장착시 각각 동일한 폭의 모따기 면을 형성하게 된다.In addition, the first and second corner forming means 200 and 300 having chamfered surfaces formed at respective corners of the structure respectively installed at the corners of the formwork panel 100 are chamfered surfaces having the same width when mounted on the formwork panel. Will form.

이때 상기 제1코너형성수단(200)은, 코너를 형성하는 제1면(210b)과 이동폭을 형성하는 제2면(210a)및 거푸집패널과 연결되는 제3면(210c)으로 이루어진 상하의 간격유지재(210)에 연결부재(230)및 보강재(250)가 연결되는 구성으로 연결부재(230)를 양측의 거푸집패널(100)과 각각 연결하면 코너를 형성하게 된다.At this time, the first corner forming means 200, the upper and lower intervals consisting of the first surface 210b to form a corner, the second surface 210a to form a moving width and the third surface 210c connected to the formwork panel. The connecting member 230 and the reinforcing member 250 are connected to the holding member 210 to form a corner when the connecting member 230 is connected to the formwork panel 100 on both sides, respectively.

계속하여, 상기 제2코너형성수단(300)은, 복수의 밀착면(300a-1)이 각각의 거푸집패널(100) 내측에 밀착될때 그 일측에 연결되는 지지면(300b)이 하나의 거푸집패널 측면에 연결되며, 각각의 거푸집패널(100)은 ㄴ자 형상을 갖는 별도의 코너부재(330)로서 연결된다.Subsequently, the second corner forming means 300 has one formwork panel having a support surface 300b connected to one side thereof when the plurality of adhesion surfaces 300a-1 are in close contact with each of the formwork panels 100. Is connected to the side, each formwork panel 100 is connected as a separate corner member 330 having a C-shaped.

이때, 상기 밀착면(300a-1)에 연결되는 코너형성면(300a-2)이 모따기 면을 형성하고, 상기 코너형성면과 제1면이 동일한 폭을 갖게 된다.At this time, the corner forming surface 300a-2 connected to the contact surface 300a-1 forms a chamfered surface, and the corner forming surface and the first surface have the same width.

이상과 같이 상기 제1코너형성수단이 4개의 모서리부에 각각 설치되면 거푸집패널의 한쪽 모서리부에 상기 아웃코너의 제2면(210a) 폭 만큼이 늘어나는 형상이 되어 기둥의 가로세로방향에 각각 상기 제2면의 2배에 해당하는 간격의 조절이 가능토록 된다.As described above, when the first corner forming means is installed at each of four corners, the width of the second surface 210a of the out corner is extended to one corner of the formwork panel. It is possible to adjust the interval corresponding to twice the second surface.

이상과 같이 본 발명은 제1,2코너형성수단을 통하여 모따기면을 일체로 형성할수 있으며, 밀착볼트를 통하여 거푸집패널의 이동을 방지토록 하고, 제1코너형성 수단의 형상에 의해 소정폭의 간격조절이 가능하도록 하는 것이다.As described above, the present invention can integrally form the chamfer surface through the first and second corner forming means, and prevents the movement of the formwork panel through the contact bolts, and the interval of the predetermined width by the shape of the first corner forming means. To make it adjustable.

이상과 같이 본 발명에 의하면, 하나의 기둥폼으로서 제작하고자 하는 다양한 규격의 기둥폼에 적용하며, 기둥폼을 견고하게 지지하여 조립완료시 규격의 변화가 없게 되고, 면귀부재의 연결이 손쉽게 이루어 지는 효과가 있는 것이다.As described above, according to the present invention, it is applied to a pillar form of various standards to be manufactured as one pillar form, and firmly supports the pillar form so that there is no change in the specification when the assembly is completed, and the face ear member is easily connected. It works.

본 발명은 특정한 실시예에 관련하여 도시하고 설명 하였지만, 이하의 특허청구범위에 의해 제공되는 본 발명의 정신이나 분야를 벗어나지 않는 한도내에서 본 발명이 다양하게 개량 및 변화될수 있다는 것을 당업계에서 통상의 지식을 가진자는 용이하게 알수 있음을 밝혀 두고자 한다.While the invention has been shown and described with respect to specific embodiments thereof, it will be apparent to those skilled in the art that various changes and modifications can be made without departing from the spirit or scope of the invention as provided by the following claims. I would like to clarify that those who have knowledge of this can easily know.

Claims (8)

삭제delete 삭제delete 삭제delete 외측면에 지지프레임(150)이 각각 설치되는 4개의 거푸집패널(100)이 모서리부를 형성하면서 지지브라켓(170)및 연결수단(190)과 코너부재(330)를 통하여 각각 연결되는 기둥폼에 있어서,In the pillar form connected to each of the four formwork panels 100, each of which is provided with the support frame 150 on the outer side, forms a corner, and is connected through the support bracket 170 and the connecting means 190 and the corner member 330, respectively. , 상기 거푸집패널(100)의 모서리부에 기둥의 모따기면을 형성하도록 양측의 거푸집패널에 각각 지지되는 제1코너형성수단(200)을 서로 대칭되도록 2개소 또는 4개소에 설치하고, 상기 제1코너형성수단이 2개소의 모서리부에만 설치되는 경우 상기 제1코너형성수단이 설치되지 않는 나머지 2개소의 모서리에는 제2코너형성수단(300)이 설치되며, 상기 제1코너형성수단의 외측에 지지되는 지지브라켓(170)에는 이에 삽입되는 고정핀(150b)의 유격을 방지토록 밀착볼트(270)가 더 설치되는 것을 특징으로 하는 콘크리트 수직 구조물용 기둥폼.The first corner forming means 200 which is respectively supported on the formwork panels on both sides to form the chamfer surface of the pillar at the corners of the formwork panel 100 is installed in two or four places so as to be symmetrical with each other, and the first corner When the forming means is installed only at two corner portions, the second corner forming means 300 is installed at the remaining two corners at which the first corner forming means is not installed, and is supported outside the first corner forming means. The support bracket 170 is a pillar form for a concrete vertical structure, characterized in that the contact bolt 270 is further installed to prevent the play of the fixing pin (150b) is inserted into it. 제4항에 있어서, 상기 밀착볼트(260)는, 이동시 고정핀(150a)에 대한 밀착력이 증가하도록 테이퍼형의 압축편이 더 연결되며, 너트(270)의 회전시 지지프레임의 폭방향으로 이동하도록 설치되는 것을 특징으로 하는 콘크리트 수직 구조물용 기둥폼.According to claim 4, The contact bolt 260 is further connected to the tapered compression piece to increase the adhesion to the fixing pin (150a) when moving, so as to move in the width direction of the support frame during the rotation of the nut 270 Column form for the concrete vertical structure, characterized in that it is installed. 제4항에 있어서, 상기 제1코너형성수단(200)은, 코너를 형성하는 제1면(210b)과 이동폭을 형성하는 제2면(210a)및 거푸집패널과 연결되는 제3면(210c)으로 이루어진 상하의 간격유지재(210)와, The method of claim 4, wherein the first corner forming means 200, the first surface (210b) to form a corner, the second surface (210a) to form a moving width and the third surface connected to the formwork panel (210c) And the upper and lower gap maintaining members 210 formed of 상기 간격유지재(210)에 양단이 각각 연결되어 모따기면을 형성하면서 거푸집패널과의 밀착면을 이루는 연결부재(230)로서 이루어 진 아웃코너인 것을 특징으로 하는 콘크리트 수직 구조물용 기둥폼.Both ends are connected to the gap retaining member 210 to form a chamfered surface while forming a chamfer surface, the outer corner made of a connecting member 230 to form a close contact with the formwork panel. 제6항에 있어서, 상기 제1코너형성수단(200)은, 연결부재(230)에 거푸집패널(100)의 핀홈(130a)과 대응되는 다수의 관통공이 일체로 형성되는 것을 특징으로 하는 콘크리트 수직 구조물용 기둥폼.According to claim 6, The first corner forming means 200, Concrete vertical, characterized in that a plurality of through-holes corresponding to the pin groove 130a of the formwork panel 100 is integrally formed in the connection member 230 Column form for structure. 제4항에 있어서, 상기 제2코너형성수단(300)은, 코너를 형성하는 코너형성면(300a)과 이에 연결되어 각각의 거푸집패널 내면에 밀착되는 복수의 밀착면(300a-1)면 상기 코너형성면과 소정의 간격을 두고 절곡 연결되어 일측의 거푸집패널 일측면에 밀착되는 지지면(300b)으로 이루어진 면귀인 것을 특징으로 하는 콘크리트 수직 구조물용 기둥폼.The method of claim 4, wherein the second corner forming means 300, the corner forming surface (300a) to form a corner and a plurality of contact surface (300a-1) that is connected to the inner surface of each form panel connected thereto Column form bent connected to the corner forming surface at a predetermined interval is a column form for the concrete vertical structure, characterized in that the face consisting of the support surface (300b) in close contact with one side of the formwork panel.
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KR101641334B1 (en) 2015-08-24 2016-07-20 서보산업 주식회사 Assembly round form and, method for constructing concrete building using this same
KR102000524B1 (en) * 2019-01-07 2019-10-01 (주)씨지스플랜 Band structure for removable form of forming angle composite
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KR20210074053A (en) 2019-12-11 2021-06-21 서보산업 주식회사 Folding type pillar concrete form and concrete pillar constructing method using this same

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