KR100462410B1 - Method of manufactuning siab mold - Google Patents
Method of manufactuning siab mold Download PDFInfo
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- KR100462410B1 KR100462410B1 KR10-2002-0068721A KR20020068721A KR100462410B1 KR 100462410 B1 KR100462410 B1 KR 100462410B1 KR 20020068721 A KR20020068721 A KR 20020068721A KR 100462410 B1 KR100462410 B1 KR 100462410B1
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- yoke
- concrete
- panel
- joist
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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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G11/52—Girders, beams, or the like as supporting members for forms of several units arranged one after another
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- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
본 발명은 슬래브 거푸집 시공 방법에 관한 것으로, 더욱 상세하게는 콘크리트 구조물을 시공하는 건설공사 중에서 아파트, 주상 복합건물이나 고층 상업용 건물, 일반 주택등 모든 구조물 공사에서 사용하는 슬래브 거푸집 시공 방법에 관한 것이다.The present invention relates to a slab formwork construction method, and more particularly to a slab formwork construction method used in all structures construction, such as apartments, multi-composite complex, high-rise commercial buildings, general houses among the construction work for the concrete structure.
이를 위하여 본 발명은 동바리의 상단에 형성된 드롭해드의 하단부에 형성되어 멍에지지대의 양끝단에 형성된 걸림홈에 멍에의 양끝단에 형성된 걸림돌기를 결착하여 멍에를 설치하고, 이 멍에의 상단에 형성된 돌기부에 장선을 끼워 설치하여 고정하며, 장선위에 패널과 보조패널을 시공하여 거푸집을 완성한 후 콘크리트를 타설하여 1∼2일정도 존치시키고 드롭해드의 핀부분을 타격하여 멍에, 장선 및 패널을 콘크리트에서 이격시킨 후 제거하고 동바리와 보조패널을 콘크리트 표준시방서에 준하는 기간동안 존치시킨 후 제거하는 것에 특징이 있다.To this end, the present invention is formed on the lower end of the drop head formed on the top of the copper bar to install the yoke by engaging the engaging projection formed on both ends of the yoke to the engaging groove formed at both ends of the yoke support, and the projection formed on the top of the yoke The joist is installed and fixed, and the panels and auxiliary panels are installed on the joists to complete the formwork, and then the concrete is placed for 1 to 2 days. The yoke, joists and panels are separated from the concrete by hitting the pins of the drop head. It is characterized by removing and then removing the grouping and auxiliary panels for a period consistent with the concrete standard specification.
Description
본 발명은 슬래브 거푸집 시공 방법에 관한 것으로, 더욱 상세하게는 동바리의 상단부에 드롭해드를 형성하고 멍에, 장선 및 패널을 시스템화 하여 거푸집의 조기제거를 가능하게 하여 제거한 자재들을 상부층에 전용할 수 있어 자재의 효율적인 이용과 함께 작업환경을 개선시키고 자재 전용 횟수 증가로 인한 산업 폐기물발생을 줄여 환경을 보호 할 수 있고, 부재를 경량화하고 작업을 단순화하여 작업 인원을 줄일 수 있어 경비 절감을 할 수 있는 슬래브 거푸집 시공 방법에 관한 것이다.The present invention relates to a slab formwork construction method, and more specifically, to form a drop head on the upper end of the copper bar and yoke, joist and panel system to enable early removal of the formwork can be removed to the upper layer material Slab formwork that can reduce costs by improving the working environment and reducing the industrial waste caused by the increase in the number of materials dedicated, and reducing the number of workers by lightening the parts and simplifying the work. It is about a construction method.
일반적으로 도 1에 도시한 바와 같이 종래 콘크리트구조물에서 슬래브 콘크리트 타설시에는 슬래브 타설면의 하단부에 우선 동바리(1)를 설치하고 멍에(2)와 장선재(3)로 각재, 강관 및 각관을 사용하였고 그 장선재(3) 상단부에 일반 패널(4)을 깔고 못 등으로 고정하고 그 위에 콘크리트(5)를 타설하는 방법으로 시공하였고, 근래에는 규격화 된 유로패널을 사용하여 동바리위에 유로패널을 설치하여 콘크리트를 타설하여 콘크리트 표준 시방서에 준하는 존치 기간동안 동바리, 멍에, 장선재 와 패널을 사용하는 방법이 일반적으로 사용하고 있다.In general, when placing slab concrete in the conventional concrete structure, as shown in Figure 1, first installed a copper bar (1) at the lower end of the slab casting surface, and used the yoke (2) and the Jangjae (3) using the shell, steel pipe and pipe. General panel (4) is installed on the upper part of the wire rod (3), fixed with nails, etc., and concrete is placed on it. In recent years, a standardized Euro panel is used to install the Euro panel on the copper bar. It is common practice to use copper bars, yokes, wire rods and panels for the duration of the concrete in accordance with the concrete standard specifications.
그러나 이와같은 시공방법은 콘크리트의 강도가 발생하는 최소 콘크리트 표준시방서에 준하는 기간동안 존치시켜야 하고, 또한 거푸집의 제거가 3∼4일 후에이루어져야 하는 까닭에 골조공기가 연장되고, 거푸집을 조기탈형 할 수 없어 새로운 거푸집 자재를 이중적으로 사용하게 되는 것에 의해 자재의 효율적인 이용이 저하되며, 거푸집이 제거되기 전까지는 작업공간을 효율적으로 이용할 수 없게 되는 한편 상기 유로패널은 중량이 무거워 작업이 어렵고 특히 천정면의 공사시에는 추락의 위험등의 문제점이 발생하게 되는 것이다.However, this construction method should be kept for a period of time that conforms to the minimum concrete standard specification where the strength of concrete occurs, and since the removal of the formwork should be carried out after 3 to 4 days, it is possible to extend the framework air and preform the form early. Since the new formwork material is doubled, the efficient use of the material is reduced, and the work space is not efficiently used until the formwork is removed, while the europanel is heavy and difficult to work with, especially on the ceiling surface. Problems such as the danger of falling occur at the time of construction.
본 발명은 상기와 같은 사정을 고려하여 이루어진 것으로, 그 목적은 동바리의 상단부에 드롭해드를 형성하고 멍에, 장선 및 패널을 시스템화 하여 거푸집의 조기제거를 가능하게 하여 제거한 자재들을 상부층에 전용할 수 있어 자재의 효율적인 이용과 함께 작업환경을 개선시키고 자재 전용 횟수 증가로 인한 산업 폐기물발생을 줄여 환경을 보호 할 수 있고, 부재를 경량화하고 작업을 단순화하여 작업 인원을 줄일 수 있어 경비 절감을 할 수 있는 슬래브 거푸집 시공 방법을 제공하는데 있는 것이다.The present invention has been made in consideration of the above circumstances, the object of which is to form a drop head on the upper end of the group and yoke, joists and panels systemized to enable early removal of the formwork can be removed to the upper layer Improve the working environment with efficient use of materials and reduce the amount of industrial waste caused by the increase in the number of materials dedicated to protect the environment. It is to provide a formwork construction method.
본 발명은 상기와 같은 목적을 달성하기 위해 동바리의 상단에 형성된 드롭해드의 하단부에 형성되어 멍에지지대의 양끝단에 형성된 걸림홈에 멍에의 양끝단에 형성된 걸림돌기를 결착하여 멍에를 설치하고, 이 멍에의 상단에 형성된 돌기부에 장선을 끼워 설치하여 고정하며, 장선위에 패널과 보조패널을 시공하여 거푸집을 완성한 후 콘크리트를 타설하여 1∼2일정도 존치시키고 드롭해드의 핀부분을 타격하여 멍에, 장선 및 패널과 보조동바리를 콘크리트에서 이격시킨 후 제거하고 동바리와 보조패널을 콘크리트 표준시방서에 준하는 기간동안 존치시킨 후 제거하는 것을 특징으로 한다.In order to achieve the above object, the yoke is formed at the lower end of the drop head formed at the top of the club, and the yoke is formed at both ends of the yoke by the locking grooves formed at both ends of the yoke support. Install and fix the joist on the protrusion formed on the upper part of the top, and finish the form by constructing the panel and the auxiliary panel on the joist, and then cast concrete and let it stand for 1-2 days and hit the pin part of the drop head to yoke, joist and The panel and the auxiliary clubs are separated from the concrete and then removed, and the panel and the auxiliary panel are removed after remaining for a period corresponding to the concrete standard specification.
도 1은 종래의 시공방법을 나타낸 정면도.1 is a front view showing a conventional construction method.
도 2는 본 발명에 따른 시공 공정도.2 is a construction process diagram according to the present invention.
도 3은 본 발명에 따른 시공방법을 나타낸 평면도.3 is a plan view showing a construction method according to the invention.
도 4는 본 발명에 따른 멍에와 장선과 패널이 콘크리트에 부착된 상태의 정면도.Figure 4 is a front view of the yoke and joists and the panel attached to the concrete according to the invention.
도 5는 본 발명에 따른 멍에와 장선과 패널이 콘크리트에 분리된 상태의 정면도.5 is a front view of the yoke and the joist and the panel according to the present invention separated from the concrete.
도 6은 본 발명에 따른 멍에와 장선과 패널이 제거된 상태의 정면도.Figure 6 is a front view of the yoke and joists and the panel is removed in accordance with the present invention.
*도면의주요부분에대한부호의설명** Explanation of symbols on the main parts of the drawings *
10 ... 동바리 11 ... 드롭해드10 ... Clubs 11 ... Drophead
11' ... 핀 11" ... 멍에 지지대11 '... pin 11 "... yoke support
12 ... 걸림홈 20 ... 멍에12 ... hanging groove 20 ... yoke
21 ... 돌기부 22 ... 걸림돌기21 ... protrusion 22 ... protrusion
30 ... 장선 40 ... 패널30 ... joist 40 ... panel
50 ... 콘크리트 60 ... 벽면50 ... concrete 60 ... wall
10' ... 보조동바리 41 ... 보조패널10 '... auxiliary subassembly 41 ... subpanel
다음 본 발명의 실시 예를 도면에 의거하여 구체적으로 설명하겠다.Next, embodiments of the present invention will be described in detail with reference to the drawings.
도 2는 본 발명에 따른 시공 공정도이고, 도 3은 본 발명에 따른 시공방법을 나타낸 평면도이며, 도 4는 본 발명에 따른 멍에와 장선과 패널이 콘크리트에 부착된 상태의 정면도이고, 도 5는 본 발명에 따른 멍에와 장선과 패널이 콘크리트에 분리된 상태의 정면도이며, 도 6은 본 발명에 따른 멍에와 장선과 패널이 제거된 상태의 정면도이다.Figure 2 is a construction process diagram according to the invention, Figure 3 is a plan view showing a construction method according to the invention, Figure 4 is a front view of the yoke and joists and the panel is attached to the concrete according to the invention, Figure 5 The yoke and joists and the panel according to the invention is a front view of the state separated from the concrete, Figure 6 is the front view of the yoke and joists and the panel according to the present invention is removed.
본 발명은 동바리(10) 상단에 형성된 드롭해드(11)의 하단부에 형성되는 멍에지지대(11")의 양끝단에 형성된 걸림홈(12)에 멍에(20)의 양끝단에 형성되는 걸림돌기(22)를 결합하여 상기 멍에(20)가 설치(S1)되고 또한, 상기와 같이 설치된 멍에(20)의 상단으로 형성된 돌기부(21)가 장선(30)의 내부로 삽입되면서 상기 장선(30)은 설치(S2)되어 고정된다.The present invention is a locking projection formed at both ends of the yoke 20 in the engaging grooves 12 formed at both ends of the yoke support 11 "formed on the lower end of the drop head 11 formed on the top of the copper bar 10 ( 22 is coupled to the yoke 20 is installed (S1), and the joist (30) formed as the upper end of the yoke (20) installed as described above is inserted into the interior of the joist (30) Installed (S2) is fixed.
상기와 같이 설치된 장선(30)의 상단면으로는 패널(40)과 보조패널(41)을 설치하여 거푸집을 완성(S3)시킨다. 이렇게 설치된 거푸집의 패널(40)과 보조패널(41)상에 콘크리트(50)를 타설(S4)하고 1∼2일간 존치시킨 후 드롭해드(11)에 형성되어 있는 핀(11')을 망치(미도시)등으로 타격하여 멍에(20), 장선(30), 패널(40)을 콘크리트(50)에서 약 6㎝정도 하단으로 이격(S5)시킨후 우선패널(40)의 크기를 고려하여 장선(30)을 제거한 다음 패널(40)을 제거하고 마지막으로 멍에(20)를 제거(S6)한다. 상기와 같은 방법으로 제거를 완료하게 되면 도 6에 도시한 바와 같이 드롭해드(11)가 형성된 동바리(10)와 상단에 보조패널(41)과 콘크리트(50)만이 존재하게되고 나머지 제거된 멍에(20), 장선(30), 패널(40)은 위층의 전용할 부분으로 이동(S7)시키고 동바리(10)와 보조패널(41)은 콘크리트 표준시방서에 준하는 기간동안 존치시킨후 제거(S8)하며 상기 방법과 동일한 방법으로 상부층을 시공한다.As the upper surface of the joist 30 installed as described above to install the panel 40 and the auxiliary panel 41 to complete the form (S3). After placing the concrete 50 on the panel 40 and the auxiliary panel 41 of the mold installed in this way (S4) and standing for 1 to 2 days, the pin 11 'formed on the drop head 11 is hammered ( The yoke 20, the joist 30, and the panel 40 from the concrete 50 by about 6 cm from the bottom (S5), and then the joist (20) in consideration of the size of the panel 40. Remove the 30 and then remove the panel 40 and finally remove the yoke 20 (S6). When the removal is completed in the above manner, as shown in FIG. 6, only the auxiliary panel 41 and the concrete 50 are present on the upper part 10 and the top of which the drop head 11 is formed, and the remaining yoke ( 20), the joist 30, the panel 40 is moved to the dedicated portion of the upper floor (S7) and the copper bar (10) and the auxiliary panel 41 is removed after remaining for a period corresponding to the concrete standard specifications (S8) The upper layer is constructed in the same manner as above.
또한, 4개의 동바리(10)와 2개의 멍에(20) 사이에 보조동바리(10')를 설치하여 콘크리트(50) 타설로 생기는 하중을 안전하게 해결한다. 상기 보조동바리(10')는 멍에(20), 장선(30), 패널(40)이 제거될 때 같이 제거하여 상부층으로 이동된다.In addition, by installing the auxiliary club (10 ') between the four clubs (10) and two yoke (20) to safely solve the load caused by the concrete 50 placing. The auxiliary club 10 'is removed when the yoke 20, the joist 30, and the panel 40 are removed and moved to the upper layer.
또한, 멍에(20)와 장선(30)은 알루미늄등의 가벼운 소재를 사용하여 재작함으로서 사용시에 작업자가 원활하고 안전한 작업을 수행할 수 있도록 한다.In addition, the yoke 20 and the joist 30 is reworked using a light material such as aluminum so that the operator can perform a smooth and safe operation during use.
본 발명은 상기와 같은 사정을 고려하여 이루어진 것으로, 신속하고, 안전하며 공기를 단축시키고, 기존의 패널을 일반적으로 사용하고 멍에 장선재의 재사용 횟수를 늘이고, 콘크리트 존치기간 이전에 대부분의 자재를 제거하여 멍에 장선재 자재 수를 줄여 자재 전용 횟수 증가로 인한 산업 폐기물발생을 줄여 환경 보호를 할수 있고, 부재를 경량화하고 단순화하여 작업 인원을 줄일수 있어 경비 절감을 할 수있으며 공기를 단축할 수 있는 거푸집 설치 제거를 쉽게하고, 패널을 전용 횟수 및 구조물의 특성에 따라 자유롭게 선택할 수 있도록 하는 슬래브 거푸집 시공 방법을 제공하는데 있는 것이다.The present invention has been made in consideration of the above circumstances, it is quick, safe and shorten the air, use the existing panels in general, increase the number of reuse of yoke joists, remove most of the material before the concrete period Yoke Jang Wire Reduces the number of materials and reduces the amount of industrial waste caused by the increase in the number of materials dedicated to the environment, and reduces the number of workers by reducing the weight and simplification of the members. It is to provide a slab formwork construction method to facilitate the selection, and to freely select the panel according to the number of times and the characteristics of the structure.
본 발명은 기재된 구체적인 예에 대해서만 상세히 설명되었지만 본 발명의 사상과 범위내에서 변형이나 변경 할 수 있음은 본 발명이 속하는 분야의 당업자에게는 명백한 것이며, 그러한 변형이나 변경은 첨부한 특허청구범위에 속한다 할 것이다.Although the invention has been described in detail only with respect to the specific examples described, it will be apparent to those skilled in the art that modifications and variations can be made within the spirit and scope of the invention, and such variations or modifications are within the scope of the appended claims. will be.
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KR20160093282A (en) | 2015-01-29 | 2016-08-08 | (주) 토모우드 | Non-slip wood deck board using domestically produced needleleaf tree and broadleaf tree and method for manufacturing the same |
KR20160093283A (en) | 2015-01-29 | 2016-08-08 | (주) 토모우드 | Hybrid wood deck board using domestically produced needleleaf tree and broadleaf tree and method for manufacturing the same |
KR20210008771A (en) | 2019-07-15 | 2021-01-25 | 문중묵 | Method for manufacturing deck board using domestically produced oak tree and deck board manufactured thereby |
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KR20210008771A (en) | 2019-07-15 | 2021-01-25 | 문중묵 | Method for manufacturing deck board using domestically produced oak tree and deck board manufactured thereby |
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