KR20090093579A - Connecting structure for form-less column and deck beams, and constructing method thereof - Google Patents

Connecting structure for form-less column and deck beams, and constructing method thereof

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Publication number
KR20090093579A
KR20090093579A KR1020080019176A KR20080019176A KR20090093579A KR 20090093579 A KR20090093579 A KR 20090093579A KR 1020080019176 A KR1020080019176 A KR 1020080019176A KR 20080019176 A KR20080019176 A KR 20080019176A KR 20090093579 A KR20090093579 A KR 20090093579A
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KR
South Korea
Prior art keywords
deck beam
formwork
column
pillar
deck
Prior art date
Application number
KR1020080019176A
Other languages
Korean (ko)
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KR100977275B1 (en
Inventor
김형근
강지연
강석준
정병석
남순우
박형석
Original Assignee
에스에이치공사
주식회사 씨에스구조엔지니어링
명화엔지니어링 주식회사
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Application filed by 에스에이치공사, 주식회사 씨에스구조엔지니어링, 명화엔지니어링 주식회사 filed Critical 에스에이치공사
Priority to KR1020080019176A priority Critical patent/KR100977275B1/en
Publication of KR20090093579A publication Critical patent/KR20090093579A/en
Application granted granted Critical
Publication of KR100977275B1 publication Critical patent/KR100977275B1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
    • 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
    • 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
    • E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor

Abstract

A joint structure between a form-less column and a deck beam and a construction method thereof are provided to shorten the construction period and to cut down on the construction cost because the integrity of the joint between a form-less column and a deck beam is intensified and the structural performance is improved. A joint structure between a form-less column and a deck beam comprises a form-less column(100) where L- section steels are placed in each edge thereof and a y-shaped steel plate having a predetermined thickness is welded between the L-section steels, and a deck beam(200) which includes a U-shaped lower steel plate and a plurality of horizontal members installed on the lower steel plate, and is coupled with the form-less column and is permits penetration thereof.

Description

무거푸집 기둥과 데크빔의 접합부 연결구조 및 그 시공방법{CONNECTING STRUCTURE FOR FORM-LESS COLUMN AND DECK BEAMS, AND CONSTRUCTING METHOD THEREOF}CONNECTING STRUCTURE FOR FORM-LESS COLUMN AND DECK BEAMS, AND CONSTRUCTING METHOD THEREOF}

본 발명은 무거푸집 기둥과 데크빔의 접합부 연결구조 및 그 시공방법에 관한 것으로, 구체적으로는 무거푸집 기둥과 데크빔이 연결되는 부위의 일체성을 강화하여 구조적인 성능을 향상시킨 무거푸집 기둥과 데크빔의 접합부 연결구조 및 그 시공방법에 관한 것이다.The present invention relates to a connection structure and a construction method of the connection column and the deck beam of the formwork pillar, specifically, the formwork pillar to improve the structural performance by strengthening the integrity of the portion connecting the formwork pillar and the deck beam and It relates to a joint connection structure of the deck beam and its construction method.

일반적으로 데크빔은 공장에서 기계화 작업을 통하여 대량 생산함으로써 공사비의 증가 및 공기의 지연을 최소화하기 위한 합성보의 일종이다.In general, deck beam is a kind of composite beam for minimizing increase of construction cost and delay of air by mass production through mechanization work in factory.

도 7에 도시된 바와 같이, 데크빔(30)은 상부가 개방된 U자형상의 하부철판(31)과, 상기 하부철판(31)에 설치되는 다수의 수평부재(32 ~ 36)를 포함하여 구성된다. 그리고 상기 수평부재(32 ~ 36)는 하부철판(31)의 바닥면에 일정한 간격으로 설치되는 복수의 하현재(32)와, 상기 하현재(32)로부터 상향으로 이격 설치되는 복수의 상현재(33)와, 상기 하현재(32) 및 상현재(33)의 양측에서 서로 엇갈리도록 설치되는 삼각형상의 경사재(34)와, 상기 하현재(32)의 사이에 설치되는 복수의 중앙보강재(35)와, 상기 중앙보강재(35)에 대해 직각으로 설치되는 복수의의 간격재(36)로 구성된다.As shown in FIG. 7, the deck beam 30 includes a U-shaped lower iron plate 31 having an open upper portion, and a plurality of horizontal members 32 to 36 installed on the lower iron plate 31. do. In addition, the horizontal members 32 to 36 may include a plurality of lower chords 32 installed at regular intervals on the bottom surface of the lower steel plate 31, and a plurality of upper chords spaced upwardly from the lower chord 32. 33, a triangular inclined member 34 provided to be staggered from both sides of the lower chord 32 and the upper chord 33, and a plurality of central reinforcement 35 provided between the lower chord 32; ) And a plurality of spacers 36 installed at right angles to the central reinforcement 35.

한편, 상술한 데크빔이 연결되는 기둥으로는 강관 속에 콘크리트가 충전된 CFT(concrete filled steel tube) 기둥이 가장 많이 사용되고 있다. 그러나 CFT 기둥의 소재인 양질의 강관은 특별한 제작설비를 갖춘 대형 공장에서만 생산이 가능하므로 공사비를 상승시키는 요인이 된다. 이에 대형 다층 건물에만 적용하거나 대형 다층 건물이더라도 저층부에만 적용하고 고층부에는 적용하지 않는 것이 일반적이다.Meanwhile, as the pillar to which the deck beam is connected, a concrete filled steel tube (CFT) pillar filled with concrete in a steel pipe is most used. However, high-quality steel pipe, which is the material of CFT columns, can be produced only in large factories with special manufacturing facilities, which increases the cost of construction. Therefore, it is generally applied only to a large multi-storey building or even a large multi-story building to a low floor part and not to a high floor part.

이러한 문제를 해결하고자 최근에는 사각 모서리에 ㄱ형강이 배치되고 그 사이마다 강판이 접합되어 완성되는 콘크리트 충전용 박스형 조립기둥, 즉 무거푸집 기둥(form-less column)이 사용되는 추세이다.In order to solve this problem, a box-shaped column for filling concrete, that is, a form-less column, is used in which a-shaped steel is disposed at square corners and steel sheets are bonded to each other.

따라서 본 발명은 CFT 기둥의 대안으로 사용되는 무거푸집 기둥과 데크빔의 연결구조를 제공하는데 목적이 있으며, 특히 연결 부위의 일체성을 강화하여 구조적인 성능을 향상시킨 무거푸집 기둥과 데크빔의 접합부 연결구조 및 그 시공방법을 제공하는데 그 목적이 있다.Accordingly, an object of the present invention is to provide a connection structure between a formwork column and a deck beam, which is used as an alternative to a CFT column, and in particular, a junction part of a formwork column and a deck beam, which improves structural performance by enhancing the integrity of the connection site. The purpose is to provide a connection structure and its construction method.

상술한 목적을 달성하기 위한 본 발명에 의한 무거푸집 기둥과 데크빔의 접합부 연결구조는 사각 모서리에 ㄱ형강이 배치되고 그 사이마다 y형 강판이 접합되는 무거푸집 기둥과, 상부가 개방된 U자형상의 하부철판 및 하부철판에 설치되는 다수의 봉 부재로 구성되는 데크빔으로 포함하되, 상기 데크빔의 하부철판 중앙에는 관통공이 형성되고 상기 무거푸집 기둥에 결합됨을 특징으로 한다.Connection structure of the joint column and the deck beam according to the present invention for achieving the above object is a formwork pillar is arranged in a square corner and the y-shaped steel sheet is bonded between each of the pillar and the U-shaped open top It includes a deck beam consisting of a plurality of rod members installed on the lower iron plate and the lower iron plate, characterized in that the through-hole is formed in the center of the lower iron plate of the deck beam is coupled to the formwork pillar.

또한, 본 발명에 의한 무거푸집 기둥과 데크빔의 접합부 시공방법은 무거푸집 기둥을 시공하는 단계, 무거푸집 기둥이 관통되도록 데크빔을 설치하는 단계, 무거푸집 기둥의 주위에 수직 및 수평동바리를 설치하는 단계, 수직동바리의 상단에 멍에를 설치하여 데크빔을 지지하는 단계, 무거푸집 기둥의 내부 및 데크빔의 상면에 콘크리트를 타설하는 단계 및 무거푸집 기둥과 데크빔의 하부에 내화피복재를 도포하는 단계로 이루어진다.In addition, the method of constructing the joint portion of the formwork pillar and the deck beam according to the present invention comprises the steps of constructing the formwork pillar, the step of installing the deck beam to penetrate the formwork pillar, installing vertical and horizontal copper bar around the formwork pillar Steps to support the deck beam by installing a yoke on the top of the vertical circle, pouring concrete on the inside of the formwork column and the top of the deck beam and applying a fireproof coating to the bottom of the formwork column and the deck beam Consists of steps.

본 발명에 의한 무거푸집 기둥과 데크빔의 접합부 연결구조 및 그 시공방법은 무거푸집 기둥이 데크빔을 관통하게 연결함으로써 연결 부위의 일체성을 강화하며 구조적인 성능을 향상시킬 수 있다. 또한, 무거푸집 기둥과 데크빔의 접합이 용이하고 공장에서 대량으로 생산하여 현장작업을 감소시킴으로써 공사기간을 획기적으로 단축하고 공사비용도 절감할 수 있는 장점이 있다.The connection structure and the construction method of the formwork pillar and the deck beam according to the present invention by connecting the formwork pillar through the deck beam can enhance the integrity of the connection site and improve the structural performance. In addition, it is easy to join the formwork pillar and the deck beam, and the production in large quantities in the factory to reduce the field work has the advantage that can significantly shorten the construction period and reduce the construction cost.

도 1은 본 발명에 의한 무거푸집 기둥과 데크빔의 접합부 연결구조를 도시하는 사시도.1 is a perspective view showing the connection structure of the junction column and the deck beam according to the present invention.

도 2는 본 발명에 의한 무거푸집 기둥과 데크빔의 접합부 연결구조를 도시하는 분해사시도.Figure 2 is an exploded perspective view showing a joint connection structure of the formwork pillar and the deck beam according to the present invention.

도 3 내지 도 6은 본 발명의 데크빔의 시공과정을 도시하는 도면3 to 6 is a view showing the construction process of the deck beam of the present invention

도 7은 종래기술에 의한 데크빔을 도시하는 도면.7 shows a deck beam according to the prior art.

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

100: 무거푸집 기둥 110: ㄱ형강100: formwork pillar 110: a-beam

120: y형 강판 200: 데크빔120: y-type steel sheet 200: deck beam

210: 하부철판 220: 수평부재210: lower steel plate 220: horizontal member

230: 관통공 310: 수직동바리230: through hole 310: vertical circle

320: 수평동바리 330: 멍에320: Horizontal club 330: Yoke

첨부된 도면을 참조하여 본 발명에 따른 실시예를 상세히 설명한다.With reference to the accompanying drawings will be described embodiments of the present invention;

도 1 및 도 2는 본 발명에 의한 무거푸집 기둥과 데크빔의 접합부 연결구조를 도시하는 사시도 및 분해사시도이다.1 and 2 are a perspective view and an exploded perspective view showing a connection structure of the junction column and the deck beam according to the present invention.

도 1에 도시된 바와 같이, 본 발명에 의한 무거푸집 기둥과 데크빔의 접합부 연결구조는 무거푸집 기둥(100)과, 상기 무거푸집 기둥(100)에 결합되는 데크빔(200)을 포함한다.As shown in FIG. 1, the junction structure of the formwork pillar and the deck beam according to the present invention includes a formwork pillar 100 and a deck beam 200 coupled to the formwork pillar 100.

상기 무거푸집 기둥(100)은 ㄱ형강(110)이 각 모서리마다 위치되는 사각형의 평면으로 이루어지고, ㄱ형강(110) 사이에는 소정의 두께를 갖는 y형 강판(120)이 용접된다.The formwork pillar 100 is made of a rectangular plane in which the a-beams 110 are positioned at each corner, and the y-shaped steel sheet 120 having a predetermined thickness is welded between the a-beams 110.

상기 ㄱ형강(110)은 일반적인 형강으로 그 중단에는 무거푸집 기둥(100)과 데크빔(200)의 결합력을 증대시키기 위한 복스의 스터드 볼트(112)가 마련된다. 즉, 상기 데크빔(200)이 연결되는 ㄱ형강(110)의 중단에 스터드 볼트(112)가 마련되고, 데크빔(200)에 타설되는 콘크리트의 내부에 위치되어 양생되므로 결합력을 증대시킨다.The a-beam (110) is a general section of the steel is provided with a stud bolt 112 of the box to increase the coupling force of the formwork pillar (100) and the deck beam (200). That is, the stud bolt 112 is provided at the interruption of the a-beam (110) to which the deck beam 200 is connected, and is located in the concrete to be cast on the deck beam (200) to increase the bonding force.

상기 y형 강판(120)은 냉연강판으로, 그 일면에는 L자 형상의 돌기(122)가 형성된다. 이와 같이 돌기(122)가 형성된 상기 y형 강판(120)은 동일한 두께를 갖는 일반 강판에 비하여 단면계수와 단면2차모멘트가 높다. 이때, 상기 돌기(122)는 콘크리트 충전시 그 하부에 공극이 발생되지 않도록 완만한 곡면의 L자 형상으로 형성되는 것이 바람직하다.The y-type steel sheet 120 is a cold rolled steel sheet, the L-shaped projection 122 is formed on one surface. As described above, the y-type steel sheet 120 having the protrusion 122 has a higher cross-sectional coefficient and a second cross-sectional moment than the general steel sheet having the same thickness. At this time, the protrusion 122 is preferably formed in an L-shape of a gentle curved surface so that no void is generated in the lower portion when the concrete is filled.

한편, 도 2를 참조하여 데크빔(200)에 대해 살펴보면, 크게 상부가 개방된 U자형상의 하부철판(210)과, 상기 하부철판(210)에 설치되는 다수의 수평부재(220)를 포함하여 구성된다. 그리고 상기 수평부재(220)는 수직방향으로 소정 간격 이격되고 상기 하부철판(210)의 길이방향으로 길게 연장되며 하부철판(210)의 폭방향으로 등간격 배치되는 복수의 상현재(221) 및 하현재(222)를 포함한다. 또한, 상기 상현재(221) 및 하현재(222)의 양측에 위치되고 상기 하부철판(210)의 길이방향으로 길게 연장되며 서로 엇갈리도록 접합되는 삼각형상의 경사재(223)를 포함한다. 또한, 하부철판(210)의 길이방향 및 폭방향 강도를 증대시키기 위한 복수의 중앙보강재(224) 및 간격재(225)를 더 포함한다.On the other hand, referring to the deck beam 200 with reference to Figure 2, including a large U-shaped lower iron plate 210 of the upper open, and a plurality of horizontal members 220 are installed on the lower iron plate 210 It is composed. The horizontal members 220 are spaced apart at predetermined intervals in the vertical direction, extend in the longitudinal direction of the lower iron plate 210, and are arranged at equal intervals in the width direction of the lower iron plate 210. It includes a current 222. In addition, it includes a triangular inclined member 223 positioned on both sides of the upper chord 221 and the lower chord 222 and extended in the longitudinal direction of the lower steel plate 210 and joined to be staggered with each other. In addition, a plurality of central reinforcing material 224 and the spacer 225 for increasing the longitudinal and widthwise strength of the lower plate 210 is further included.

이때, 상기 데크빔(200)의 중앙에는 상기 무거푸집 기둥(100)이 관통 결합될 수 있도록 소정 크기의 관통공(230)이 형성되고, 상기 관통공의 상부에는 되는 부위에는 어떠한 수평부재(220)도 설치되지 아니한다.At this time, a through-hole 230 having a predetermined size is formed in the center of the deck beam 200 so that the formwork pillar 100 can be coupled therethrough, and any horizontal member 220 is formed at an upper portion of the through-hole. ) Is not installed.

이와 같이 구성된 상기 데크빔(200)은 관통공(230)을 통해 상기 무거푸집 기둥(100)에 결합되어지되, 개구부(140)의 하부에 마련된 지지용 강판(150)에 안착되어 지지된다.The deck beam 200 configured as described above is coupled to the formwork pillar 100 through the through hole 230, but is supported by being seated on the supporting steel plate 150 provided under the opening 140.

도 3 내지 도 6은 본 발명의 데크빔의 시공과정을 도시하는 도면으로, 도면을 참조하여 데크빔의 시공과정을 살펴보도록 한다.3 to 6 is a view showing the construction process of the deck beam of the present invention, look at the construction process of the deck beam with reference to the drawings.

무거푸집 기둥(100)은 공사기간을 단축시키기 위하여 공장에서 대량으로 제작한 뒤 현장으로 옮겨 시공되고, 상기 무거푸집 기둥(100)의 시공이 완료되면 데크빔(200)의 관통공(230)을 통해 무거푸집 기둥(100)이 관통되도록 데크빔(200)을 설치한다. 그와 동시에 상기 무거푸집 기둥(100)의 주위에 수직동바리(310)와 수평동바리(320)를 설치하고 수직동바리(310)의 상단에 멍에(330)를 설치하여 상기 데크빔(200)을 지지한다.In order to shorten the construction period, the formwork pillar 100 is manufactured in a large amount in a factory and then moved to the site, and when the construction of the formwork pillar 100 is completed, the through-hole 230 of the deck beam 200 is completed. The deck beam 200 is installed to penetrate the formwork pillar 100 through. At the same time, a vertical club 310 and a horizontal club 320 are installed around the formwork pillar 100 and a yoke 330 is installed on the top of the vertical club 310 to support the deck beam 200. do.

상술한 과정을 거쳐 상기 무거푸집 기둥(100)과 데크빔(200)이 연결되면 무거푸집 기둥(100)의 내부와 데크빔(200)의 하부철판(210) 상부에 콘크리트를 타설하고, 타설된 콘크리트가 양생되면 수직동바리(310), 수평동바리(320) 및 멍에(330)를 제거한 후 무거푸집 기둥(100)과 데크빔(200)의 외부에 내화피복재를 도포함으로써 시공을 완료한다.Through the above-described process, when the formwork pillar 100 and the deck beam 200 are connected, the concrete is poured into the interior of the formwork pillar 100 and the lower iron plate 210 of the deck beam 200, and poured. When the concrete is cured, the vertical clubs 310, the horizontal clubs 320 and the yoke 330 is removed and the construction is completed by applying a fireproof coating to the outside of the formwork pillar 100 and the deck beam 200.

상술한 바와 같은 본 발명에 의한 무거푸집 기둥과 데크빔의 접합부 연결구조 및 그 시공방법은 무거푸집 기둥이 데크빔을 관통하게 연결함으로써 연결 부위의 일체성을 강화하며 구조적인 성능을 향상시킬 수 있다. 또한, 상술한 바와 같이 구조적인 성능이 대폭 개선됨에 따라 공사시간을 획기적으로 단축하고 공사비용도 절감할 수 있는 장점이 있다.The connection structure and the construction method of the formwork pillar and the deck beam according to the present invention as described above can be strengthened the structural integrity and improve the structural performance by connecting the formwork pillar through the deck beam. . In addition, as the structural performance is greatly improved as described above, there is an advantage that can significantly shorten the construction time and reduce the construction cost.

본 발명의 바람직한 실시예에 따른 무거푸집 기둥과 데크빔의 접합부 연결구조 및 그 시공방법을 상기한 설명 및 도면에 따라 도시하였지만, 이는 예를 들어 설명한 것에 불과하며 본 발명의 기술적 사상을 벗어나지 않는 범위 내에서 다양한 변화 및 변경이 가능하다는 것을 이 분야의 통상적인 기술자들은 잘 이해할 수 있을 것이다.Although the connection structure of the formwork pillar and the deck beam according to a preferred embodiment of the present invention and the construction method thereof are shown in accordance with the above description and drawings, this is only an example, and the scope does not depart from the spirit of the present invention. It will be apparent to those skilled in the art that various changes and modifications can be made therein.

Claims (5)

사각 모서리에 ㄱ형강이 배치되고 그 사이마다 y형 강판이 접합되는 무거푸집 기둥과, 상부가 개방된 U자형상의 하부철판 및 하부철판에 설치되는 다수의 봉 부재로 구성되는 데크빔으로 포함하되, 상기 데크빔의 하부철판 중앙에는 관통공이 형성되고 상기 무거푸집 기둥에 결합되는 것을 특징으로 하는 무거푸집 기둥과 데크빔의 접합부 연결구조.It includes a deck beam consisting of a pillar and a plurality of rod members installed on the lower plate and the U-shaped lower iron plate and the upper side is opened a-shaped steel is disposed in the square corner and the y-type steel sheet between each, Through-holes are formed in the center of the lower iron plate of the deck beam and the connection structure of the connection column and the deck beam, characterized in that coupled to the formwork pillar. 제 1 항에 있어서,The method of claim 1, 양단이 지면 및 상기 하부철판에 접촉되어 데크빔을 지지하는 복수의 수직동바리와, 상기 수직동바리를 연결하는 복수의 수평동바리를 더 포함하여 구성되는 것을 특징으로 하는 무거푸집 기둥과 데크빔의 접합부 연결구조.Joining the junction between the formwork column and the deck beam further comprises a plurality of vertical clubs that both ends are in contact with the ground and the lower steel plate to support the deck beam, and a plurality of horizontal clubs connecting the vertical clubs rescue. 제 2 항에 있어서,The method of claim 2, 상기 데크빔에 거치되는 데크플레이트를 지지하기 위한 멍에가 상기 수직 동바리 상단에 마련되는 것을 특징으로 하는 무거푸집 기둥과 데크빔의 접합부 연결구조.Yoke for supporting the deck plate mounted on the deck beam is a connection structure of the formwork pillar and the deck beam, characterized in that provided on the top of the vertical circle. 제 3 항에 있어서,The method of claim 3, wherein 상기 데크빔이 연결되는 무거푸집 기둥의 중단에는 그 둘레를 따라 복수의 스터드볼트가 마련되는 것을 특징으로 하는 무거푸집 기둥과 데크빔의 접합부 연결구조.Connection structure of the junction column and the deck beam, characterized in that a plurality of stud bolts are provided along the circumference of the suspended formwork pillar to which the deck beam is connected. 제 4 항에 따른 무거푸집 기둥과 데크빔의 접합부 시공방법에 있어서,In the joint construction method of the formwork pillar and the deck beam according to claim 4, 무거푸집 기둥을 시공하는 단계;Constructing a formwork column; 무거푸집 기둥이 관통되도록 데크빔을 설치하는 단계;Installing a deck beam to penetrate the formwork pillar; 무거푸집 기둥의 주위에 수직 및 수평동바리를 설치하는 단계;Installing vertical and horizontal clubs around the formwork column; 수직동바리의 상단에 멍에를 설치하여 데크빔을 지지하는 단계;Installing a yoke at the top of the vertical club to support the deck beam; 무거푸집 기둥의 내부 및 데크빔의 상면에 콘크리트를 타설하는 단계; 및Placing concrete on the inside of the formwork column and on the upper surface of the deck beam; And 무거푸집 기둥과 데크빔의 하부에 내화피복재를 도포하는 단계로 이루어지는 것을 특징으로 하는 무거푸집 기둥과 데크빔의 접합부 시공방법.A method of constructing a joint portion of a formwork column and a deck beam, characterized in that the step of applying a fireproof coating to the lower portion of the formwork column and the deck beam.
KR1020080019176A 2008-02-29 2008-02-29 Connecting structure for form-less column and deck beams, and constructing method thereof KR100977275B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016171374A1 (en) * 2015-04-21 2016-10-27 (주)센벡스 Beam-penetration column joint part and method for concurrently constructing upper and lower parts of building by using same
WO2018174375A1 (en) * 2017-03-20 2018-09-27 (주)센벡스 Web connected type steel composite concrete column-beam joint structure
CN110861201A (en) * 2018-08-27 2020-03-06 润弘精密工程事业股份有限公司 Positioning mold for manufacturing precast beam column structure and method for manufacturing precast beam column structure using same

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3374257B2 (en) * 1993-12-31 2003-02-04 株式会社ウッドワン How to join columns and beams
KR100631363B1 (en) 2005-01-28 2006-10-11 이창남 Panel zone system of y shape tied column reinforced with high tension bolts

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016171374A1 (en) * 2015-04-21 2016-10-27 (주)센벡스 Beam-penetration column joint part and method for concurrently constructing upper and lower parts of building by using same
WO2018174375A1 (en) * 2017-03-20 2018-09-27 (주)센벡스 Web connected type steel composite concrete column-beam joint structure
KR20180106292A (en) * 2017-03-20 2018-10-01 (주)센벡스 Steel composite concrete beam-column joint structure
CN110861201A (en) * 2018-08-27 2020-03-06 润弘精密工程事业股份有限公司 Positioning mold for manufacturing precast beam column structure and method for manufacturing precast beam column structure using same
CN110861201B (en) * 2018-08-27 2021-07-16 润弘精密工程事业股份有限公司 Positioning mold for manufacturing precast beam column structure and method for manufacturing precast beam column structure using same

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