KR200143185Y1 - Support for wall forms - Google Patents
Support for wall forms Download PDFInfo
- Publication number
- KR200143185Y1 KR200143185Y1 KR2019970001622U KR19970001622U KR200143185Y1 KR 200143185 Y1 KR200143185 Y1 KR 200143185Y1 KR 2019970001622 U KR2019970001622 U KR 2019970001622U KR 19970001622 U KR19970001622 U KR 19970001622U KR 200143185 Y1 KR200143185 Y1 KR 200143185Y1
- Authority
- KR
- South Korea
- Prior art keywords
- formwork
- support
- plate
- bolts
- shaped member
- Prior art date
Links
Classifications
-
- 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
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Landscapes
- 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 고안은 거푸집용 지지장치에 관한 것으로 특히 하부에 받침판(11)이 일체로 형성되고 중간에는 결합장공(12)이 형성된 H자형 부재(10)와, 상기 H자형 부재(10)의 상부에 회동가능하게 축설되고 하부에는 고정판(21)이 일체로 형성되며 중간에는 결합장공(22)이 형성된 버팀부재(20)와, 상기 결합장공(12)(22)에 볼트(30)(31)로 각각 결합되고 중앙에는 나사봉(41)(51)이 돌설된 판재(40)(50)와, 상기 나사봉(41)(51)에 나사결합된 조절구(60)로 구성된 거푸집용 지지장치를 제공함으로써 거푸집(70)으로부터 볼트를 쏘아 박을 필요가 없게 하여 시공된 벽에서 볼트를 타고 물이 흘러나올 염려가 없게 한 것으로서 지하층의 방수작업이 효과적일 뿐만 아니라 거푸집(70)을 지지장치로 단순히 받쳐놓기만 하면 되고, 바닥이 기울어져 있거나 단이져 있는 경우에도 버팀부재(20)의 위치를 조절할 수 있어 거푸집(70)이 견고히 지지될 수 있게 한 것이다.The present invention relates to a support device for formwork, in particular, the support plate 11 is formed integrally at the bottom and the H-shaped member 10 and the coupling hole 12 is formed in the middle, and rotated on the upper portion of the H-shaped member 10 It is possible to be built up and the fixing plate 21 is integrally formed in the lower portion and the support member 20 is formed in the middle of the coupling hole 22, and the coupling holes 12, 22 to the bolts 30 and 31, respectively Provides a formwork support device consisting of a plate (40) 50 coupled to the center of the screw rods (41) and (51), and a control member (60) screwed to the screw rods (41) and (51) at the center thereof. This eliminates the need to shoot bolts from the formwork 70 so that there is no fear of water flowing out of the bolts in the constructed wall, and the waterproofing of the basement layer is effective and simply supports the formwork 70 as a support device. Just put, even if the bottom is inclined or stepped bracing member (20) Can be adjusted to a position would be able to be supported mold 70 is firmly.
Description
본 고안은 거푸집용 지지장치에 관한 것으로 특히 거푸집올 수직상태로 정확히 지지할 수 있으며, 거푸집을 볼트로 비임에 고정시킬 필요가 없어 시공작업이 간편하며 볼트를 타고 물이 흘러나올 염려가 없는 거푸집 지지장치에 관한 것이다.The present invention relates to a support device for formwork, and in particular, the formwork can be supported accurately in a vertical state, and there is no need to fix the formwork to the beam with bolts, so the construction work is simple and there is no fear of water flowing out through the bolts. Relates to a device.
일반적으로 지하층의 측벽을 시공하기 위해서는 거푸집이 지면에 대하여 수직으로 세워지게 설치하여야만 한다.In general, in order to construct the side wall of the basement layer, the formwork should be installed so that it is vertical to the ground.
종래에는 제1도에 도시된 바와 같이 지면으로부터 일정한 깊이로 파내진 측벽(a)에 철재 비임(b)을 세우고, 이 철재 비임(b)으로부터 일정거리만큼 떨어진 위치에 거푸집(c)을 세워 볼트(d)로 철재 비임(b)에 결합하고, 버팀부재(e)를 거푸집(c)에서 바닥(f)까지 사선 모양이 되게 설치하여 거푸집(c)이 지시되게 이후 철재비임(b)과 거푸집(c) 사이에 콘크리트를 타설하였기 때문에 거푸집(c)의 설치 및 해체작업에 상당한 시간이 소요될 뿐만 아니라 콘크리트를 타설하게 되면 볼트(d)를 타고 물이 흘러나오게 되어 지하층의 방수가 이루어지지 않게 되는 문제점이 있었다.Conventionally, as shown in FIG. 1, the steel beams (b) are erected on the side wall (a) dug to a certain depth from the ground, and the form (c) is erected at a distance away from the steel beams (b). (d) is coupled to the steel beam (b), the support member (e) is installed in a diagonal shape from the formwork (c) to the bottom (f) so that the formwork (c) is directed to the subsequent steel beam (b) and formwork Since the concrete is placed between (c), it takes considerable time to install and dismantle the formwork (c), and when the concrete is placed, water flows out through the bolts (d) to prevent waterproofing of the basement layer. There was a problem.
본 고안이 이루고자 하는 기술적 과제는, 거푸집을 수직상태로 정확히 지지할 수 있으며, 거푸집을 볼트로 비임에 고정시킬 필요가 없어 시공작업이 간편하며 볼트를 타고 물이 흘러나올 염려가 없는 새로운 타입의 거푸집 지지장치를 제공하기 위한 것이다.The technical problem to be achieved by the present invention is to support the formwork in the vertical state accurately, and there is no need to fix the formwork to the beam with bolts, so the construction work is simple and there is no fear of water flowing out through the bolts. To provide a support device.
상술한 본 고안의 기술적 과제는, 하부에 받침판이 일체로 형성되고 중간에는 결합장공이 형성된 H자형 부재와, 상기 H자형 부재의 상부에 회동가능하게 축설되고 중간에는 결합장공이 형성된 버팀부재와, 상기 결합장공에 볼트로 각각 결합되고 중앙에는 나사봉이 돌설된 판재와, 상기 나사봉에 나사결합된 조절구로 구성된 거푸집 지지장치에 의하여 달성되어진다.Technical problem of the present invention described above, the support plate is formed integrally in the lower portion and the H-shaped member formed in the middle of the coupling hole, the support member is formed rotatably arranged in the upper portion of the H-shaped member and the coupling hole in the middle, It is achieved by a formwork supporting device consisting of a plate member each bolted to the coupling hole and a screw rod protruding from the center, and a control mechanism screwed to the screw rod.
제1도는 종래의 거푸집용 지지장치를 보인 단면도1 is a cross-sectional view showing a conventional formwork support device
제2도는 본 고안의 거푸집용 지지장치를 보인 사시도2 is a perspective view showing a support device for formwork of the present invention
제3도는 본 고안의 거푸집용 지지장치를 보인 설치상태도3 is an installation state showing the formwork support device of the present invention
제4도는 본 고안의 다른실시예를 보인 설치상태도Figure 4 is an installation state showing another embodiment of the present invention
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
10 : H자형 부재 11 : 받침판10 H-shaped member 11: support plate
12, 22 : 결합장공 20 : 버팀부재12, 22: combined long hole 20: bracing member
21 : 고정판 30, 31 : 볼트21: fixing plate 30, 31: bolt
40, 50 : 판재 41, 51 : 나사봉40, 50: plate 41, 51: screw rod
60 : 조절구 70 : 거푸집60: control sphere 70: formwork
80 : 체결구 90, 91 : 앙카80: fastener 90, 91: anchor
100 : 안착홈부 101 : 지지판100: mounting groove 101: support plate
본 고안은 제2도 및 제3도에 도시된 바와 거푸집(70)이 수식상태로 세워지도록 지지하는 것에 있어서, 하부에 받침판(11)이 일체로 형성되고 중간에는 결합장공(12)이 형성된 H자형 부재(10)와, 상기 H자형 부재(10)의 상부에 회동가능하게 축설되고 하부에는 고정판(21)이 일체로 형성되며 중간에는 결합장공(22)이 형식된 버팀부재(20)와, 상기 결합장공(12)(22)에 볼트(30)(31)로 각각 결합되고 중앙에는 나사봉(41)(51)이 돌설된 판재(40)(50)와, 상기 나사봉(41)(51)에 나사결합된 소식구(60)로 구성된 것이다.The present invention is to support the formwork as shown in Figures 2 and 3 to form the form 70 in a modified state, the support plate 11 is formed integrally at the bottom and the coupling hole 12 is formed in the middle H A bracing member 20 having a female member 10 and a rotatablely arranged on an upper portion of the H-shaped member 10 and a fixing plate 21 integrally formed at a lower portion thereof, and a coupling hole 22 formed in the middle thereof; Plates 40 and 50 which are respectively coupled to the coupling holes 12 and 22 by bolts 30 and 31 and protruding with screw rods 41 and 51 at the center thereof, and the screw rods 41 ( 51) is composed of a screw (60) screwed to.
이와같이 된 본 고안은 H자형 부재(10)를 받침판(11)이 바닥에 안착되게 세우고 받침판(11)을 바닥에 앙카(90)로 고정시킨후 체결구(80)로 거푸집(70)과 H자형 부제(10)를 결합한다. 이때 H자형 부재(10)는 받침판(11)이 평편한 바닥에 안착되어 있기 때문에 바닥에 대하여 수직상태를 유지하게 되며, 이에따라 거푸집(70)도 바닥에 대하여 수직으로 세워지게 설치된다.The present invention has been made so that the H-shaped member 10, the support plate 11 is placed on the floor, and the support plate 11 is fixed to the floor with an anchor 90, and then the formwork 70 and the H-shaped fastener 80. Combine the subtitle 10. At this time, the H-shaped member 10 maintains a vertical state with respect to the floor because the support plate 11 is seated on a flat bottom, and thus the formwork 70 is also installed vertically with respect to the floor.
이렇게 H자형 부재(10)가 바닥에 대하여 수직으로 세워진 상태에서 바닥판(11)에 앙카(90)를 박아 고정시키고 손잡이(61)를 잡아 조절구(60)를 돌려주게 되면 나사봉(41)(51)이 버팀부재(20)를 밀어주거나 당겨줌으로써 고정판(21)이 바닥에 안착되게 한다. 나사봉(41)(51)의 길이가 조절될 때 판재(40(50)는 결합장공(12)(22)에 결합된 볼트(30)(31)에 의해 지지된 상태에서 안내되며, H자형 부재(10)가 고정되어있기 때문에 버팀부재(20)만이 이동하게 한다.When the H-shaped member 10 is perpendicular to the floor, the anchor plate 90 is fixed to the bottom plate 11, and the handle 61 is turned to hold the handle 61 to turn the screw rod 41. The 51 pushes or pulls the brace member 20 so that the fixed plate 21 is seated on the floor. When the length of the screw rods 41 and 51 is adjusted, the plate 40 (50) is guided in a state supported by the bolts 30 and 31 coupled to the coupling holes 12 and 22, and H-shaped. Since the member 10 is fixed, only the support member 20 is moved.
본 고안에 있어서 버팀부재(20)를 이동할 수 있게 한 것은 배수 및 설계 상의 이유로 바닥이 경사져있거나 단이 져있는 경우에도 거푸집(70)의 시공작업을 용이하게 하기 위한 것이다.Allowing the support member 20 to move in the present invention is for facilitating the construction work of the formwork 70 even when the bottom is inclined or stepped for reasons of drainage and design.
버팀부재(20)의 고정판(21)이 바닥에 안착되면 이를 앙카(91)로 바닥에 고정시키고 볼트(30)(31)를 조여줌으로써 제3도에 도시된 바와 같이 거푸집(70)의 시공 작업이 완료된다.When the fixing plate 21 of the brace member 20 is seated on the floor, it is fixed to the floor with an anchor 91 and the bolts 30 and 31 are tightened so that the construction work of the formwork 70 is shown in FIG. Is complete.
이렇게 설치된 H자형 부재(10)와 버팀부재(20)는 거푸집(70)에 콘크리트를 부어 양생시 거푸집(70)을 지지해주는 역할을 하는 것으로 양생후 거푸집(70)과 함께 제거한다.The H-shaped member 10 and the support member 20 installed as described above serve to support the formwork 70 during curing by pouring concrete into the formwork 70 and then remove the formwork 70 with the formwork 70 after curing.
제4도는 본 고안의 다른 실시예를 보인 도면으로써, 이것은 도시된 바와 같이 바닥에 안착홈부(100)를 형성하고 상기 안착홈부(100)에 지지판(101)을 설치하여서 된 것으로 이 경우에는 H자형 부재(10)를 지지판(101)에 끼워지게 세워 설치하면 된다.4 is a view showing another embodiment of the present invention, which is formed by forming a seating groove 100 on the bottom and installing the support plate 101 on the seating groove 100 as shown in this case H-shaped What is necessary is just to install the member 10 so that the support plate 101 may be fitted.
본 고안은 지지장치는 거푸집(70)으로부터 볼트를 쏘아 박을 필요가 없기 때문에 시공된 벽에서 볼트를 타고 물이 흘러나올 염려가 없어 지하층의 방수작업이 효과적일 뿐만 아니라 거푸집(70)을 지지장치로 단순히 받쳐놓기만 하면 되고 바닥이 기울어져 있거나 단이져 있는 경우에도 버팀부재(20)의 위치를 조절하는 것으로 H자형 부재(10)를 수직상태가 되도록 하여 거푸집(70)이 견고히 지지되도록 시공할 수 있게 한 것이다.The present invention does not need to shoot bolts from the formwork 70, so there is no fear that water will flow out of the bolts from the constructed wall, so that the waterproofing work of the basement layer is effective as well as support the formwork 70. It is only necessary to support it, and even when the bottom is inclined or endless, by adjusting the position of the support member 20, the H-shaped member 10 is to be vertically constructed so that the formwork 70 is firmly supported. It was made possible.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019970001622U KR200143185Y1 (en) | 1997-02-04 | 1997-02-04 | Support for wall forms |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019970001622U KR200143185Y1 (en) | 1997-02-04 | 1997-02-04 | Support for wall forms |
Publications (2)
Publication Number | Publication Date |
---|---|
KR19980057411U KR19980057411U (en) | 1998-10-15 |
KR200143185Y1 true KR200143185Y1 (en) | 1999-06-01 |
Family
ID=19495192
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR2019970001622U KR200143185Y1 (en) | 1997-02-04 | 1997-02-04 | Support for wall forms |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR200143185Y1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100706783B1 (en) | 2007-01-25 | 2007-04-13 | 이재덕 | A supporting device for cast iron gabion panels |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100643528B1 (en) * | 2006-08-10 | 2006-11-10 | (주)삼주엔지니어링 건축사사무소 | Installation structure of temporary wall in assembly type for building |
-
1997
- 1997-02-04 KR KR2019970001622U patent/KR200143185Y1/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100706783B1 (en) | 2007-01-25 | 2007-04-13 | 이재덕 | A supporting device for cast iron gabion panels |
Also Published As
Publication number | Publication date |
---|---|
KR19980057411U (en) | 1998-10-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR100873266B1 (en) | Prefabricated pillar structure | |
KR200143185Y1 (en) | Support for wall forms | |
KR20080114297A (en) | Arch bridge and method of constructing the bridge in brook | |
KR20190010947A (en) | Base plate upside buried integral concrete foundation block | |
JP3251262B2 (en) | PC board mounting method and mounting structure | |
KR20090074133A (en) | Cable tube mounting apparatus and method for main tower of cable-stayed girder bridge | |
KR102433658B1 (en) | Hinge-type Point Connector and Construction method of Composite Frame Bridge | |
KR200143184Y1 (en) | Support for wall forms | |
KR101665626B1 (en) | the construction method of the hybrid steel joint construction | |
JP3827907B2 (en) | Solid foundation construction method | |
JP2007177559A (en) | Method for mounting handrail and its mounting structure | |
JP3544436B2 (en) | Fixing structure of panel in building structure with concrete wall panel and fixing method | |
KR100477623B1 (en) | Suppotrer wall sturcture of underground construction for building | |
KR200241039Y1 (en) | Steel form for slab concrete applicable to PSC beam or steel box method | |
KR20010095915A (en) | Guide frame for anchoring bar | |
RU99118847A (en) | METHOD FOR ESTABLISHING MONOLITHIC FRAMES | |
JP3612356B2 (en) | Installation structure of concrete formwork | |
JP2802612B2 (en) | Underwater formwork method | |
JPH11293919A (en) | Retaining structure of form and method thereof | |
JP4420763B2 (en) | Support method for unit building and column base | |
KR100321911B1 (en) | Installation system for steel studs for shear walls | |
JPH10140641A (en) | Variable side ditch and laying method thereof | |
KR200242485Y1 (en) | A sheeting structure of wall concrete for a concrete construction | |
JP2604837Y2 (en) | Equipment for forming concrete foundations | |
JP2023123184A (en) | Form support member and form set |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E701 | Decision to grant or registration of patent right | ||
REGI | Registration of establishment | ||
FPAY | Annual fee payment |
Payment date: 20070111 Year of fee payment: 9 |
|
LAPS | Lapse due to unpaid annual fee |