KR200143184Y1 - Support for wall forms - Google Patents
Support for wall forms Download PDFInfo
- Publication number
- KR200143184Y1 KR200143184Y1 KR2019970001623U KR19970001623U KR200143184Y1 KR 200143184 Y1 KR200143184 Y1 KR 200143184Y1 KR 2019970001623 U KR2019970001623 U KR 2019970001623U KR 19970001623 U KR19970001623 U KR 19970001623U KR 200143184 Y1 KR200143184 Y1 KR 200143184Y1
- Authority
- KR
- South Korea
- Prior art keywords
- support
- formwork
- support member
- members
- bolts
- 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 형성된 지지부재(10)와, 상기 지지부재(10)에 일측단이 회동가능하게 축설되고 하부에는 고정판(20a)(21a)(22a)(23a)이 일체로 형성된 다수의 버팀부재(20)(21)(22)(23)와, 상기 지지부재(10)의 하부에서 다수의 버팀부재(20)(21)(22)(23)에 클램프(30)로 연결설치되는 수평부재(40)와, 상기 버팀부재(20)(21)의 중간에 클램프(50)로 연결설치되는 보강부재(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 member 10 is formed integrally with the support plate 11 at the bottom, and one side end is rotatably arranged on the support member 10 and the fixed plate 20a (at the bottom) A plurality of support members 20, 21, 22, 23 formed integrally with 21a, 22a, and 23a, and a plurality of support members 20, 21, under the support member 10. 22) For formwork consisting of a horizontal member 40 connected to the clamp 30 to the 23 and the reinforcing member 60 connected to the clamp 50 in the middle of the support member 20, 21. By providing a supporting device, there is no 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 work of the basement layer is effective as well as supporting the formwork 70. Simply support by the device, even if the bottom is inclined or stepped position the holding member 20 Adjustable formwork 70 is to be firmly supported.
Description
본 고안은 거푸집용 지지장치에 관한 것으로 특히 거푸집을 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, it can support the formwork vertically and accurately, and it is not necessary 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 한 후 철재 비임(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 diagonally from the formwork (c) to the bottom (f) so that the formwork (c) is instructed and then the steel beam (b) and Since concrete is placed between the formwork (c), not only does it take a long time to install and dismantle the formwork (c), but 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 지시할 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 the new type of formwork, which can direct the formwork in the vertical state and does not need to fix the formwork to the beam with bolts, so that 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 형성된 지지부재와, 상기 지지부재에 일측단이 회동가능하게 축설되고 하부에는 고정판이 일체로 형성된 다수의 버팀부재와, 상기 지지부재의 하부에서 다수의 버팀부재에 클램프로 연결설치되는 수평부재와, 상기 버팀부재의 중간에 클램프로 연결설치되는 보강부재로 구성된 거푸집 지지장치에 의하여 달성되어진다.Technical problem of the present invention described above, a support member formed integrally with a support plate at the bottom, a plurality of support members formed in one side end is rotatably rotatable and the fixing plate is integrally formed in the lower portion, and the lower portion of the support member It is achieved by a formwork supporting device consisting of a horizontal member that is connected to the clamps to a plurality of support members, and a reinforcing member connected to the clamps in the middle of the support member.
제1도는 종래의 거푸집용 지지장치를 보인 단면도.1 is a cross-sectional view showing a conventional support for formwork.
제2도는 본 고안의 거푸집용 지지장치를 보인 사시도.2 is a perspective view showing a formwork support device of the present invention.
제3도는 본 고안의 거푸집용 지지장치를 보인 설치상태도.Figure 3 is an installation state showing the formwork support device of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
10 : 지지부재 11 : 받침판10 support member 11: support plate
20, 21, 22, 23 : 버팀부재 20a, 21a, 22a, 23a : 고정판20, 21, 22, 23: holding member 20a, 21a, 22a, 23a: fixed plate
30, 50 : 클램프 40 : 수평부재30, 50: clamp 40: horizontal member
60 : 보강부재 70 : 거푸집60: reinforcing member 70: formwork
80 : 체결구 90, 91 : 앙카80: fastener 90, 91: anchor
본 고안은 제2도 및 제3도에 도시된 바와 거푸집(70)이 수직상태로 세워지도록 지지하는 것에 있어서, 하부에 받침판(11)이 일체로 형성된 지지부재(10)와, 상기 지지부재(10)에 일측단이 회동가능하게 축설되고 하부에는 고정판(20a)(21a)(22a)(23a)이 일체로 형성된 다수의 버팀부재(20)(21)(22)(23)와, 상기 지지부재(10)의 하부에서 다수의 버팀부재(20)(21)(22)(23)에 클램프(30)로 연결설치되는 수평부재(40)와, 상기 버팀부재(20)(21)의 중간에 클램프(50)로 연결설치되는 보강부재(60)로 구성된 것이다.According to the present invention, in supporting the formwork 70 as shown in FIG. 2 and FIG. 3 so that the formwork 70 is erected in a vertical state, the support member 10 having the support plate 11 integrally formed thereon and the support member ( 10 and a plurality of support members 20, 21, 22, 23 formed integrally with a rotatable end and fixed plates 20a, 21a, 22a, 23a at the bottom thereof, and the support A horizontal member 40 is installed at the lower portion of the member 10 to be connected to the plurality of support members 20, 21, 22, 23 by the clamp 30, and the middle of the support member 20, 21. It is composed of a reinforcing member 60 is installed to the clamp 50 to the.
이와같이 된 본 고안은 지지부재(10)를 받침판(11)이 바닥에 안착되게 세우고 받침판(11)을 바닥에 앙카(90)로 고정시킨후 체결구(80)로 거푸집(70)과 지지부재(10)를 결합한다. 이때 지지부재(10)는 받침판(11)이 평편한 바닥에 안착되어 있기 때문에 바닥에 대하여 수직상태를 유지하게 되며, 이에 따라 거푸집(70)도 바닥에 대하여 수직으로 세워지게 설치된다.The present invention has been made so that the support member 10 to the support plate (11) to be seated on the floor and the support plate (11) fixed to the floor with an anchor (90) and then fasteners 80 and the formwork 70 and the support member ( Combine 10). At this time, the support 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 지지부재(10)가 바닥에 대하여 수직으로 세워지면 지지부재(10)에 일측단이 회동가능하게 축설된 버팀부재(20)(21)(22)(23)를 바닥의 평편한 부위에 고정판(20a)(21a)(22a)(23a)이 놓이도록 한후 앙카(91)를 바닥에 박아 고정시키고 일측이 지지부재(10)에 축설된 수평부재(40)를 버팀부재(20)(21)(22)(23)에 클램프(30)로 결합함으로써 거푸집(70)이 지지부재(10) 및 버팀부재(20)(21)(22)(23)와 수평부재(40)가 이루는 트러스트 구조에 의해 견고히 지지되도록 한다.When the support member 10 is erected vertically with respect to the floor, the support members 20, 21, 22, and 23 on which the one end is rotatably arranged on the support member 10 are fixed to the flat portion of the floor. (20a) (21a) (22a) (23a) and then anchor the anchor 91 to the bottom and the horizontal member 40, one side is built on the support member 10, the holding member (20, 21) By the clamp 30 to the 22, 23, the formwork 70 is formed in the trust structure formed by the support member 10, the support members 20, 21, 22, 23 and the horizontal member 40. To be firmly supported.
상기 버팀부재(20)(21)(22)(23)은 지지부재(10)에 일측단이 회동가능하게 축설되어 고정판(20a)(21a)(22a)(23a)이 놓이는 바닥의 위치를 조절할 수 있기 때문에 바닥이 기울어져 있거나 단이져 있는 경우에도 작업의 편리성을 확보할 수 있게 된다.The support members 20, 21, 22 and 23 are arranged to be rotatable on one side of the support member 10 to adjust the position of the bottom on which the fixing plates 20a, 21a, 22a and 23a are placed. Therefore, even if the floor is inclined or stepped, it is possible to ensure the convenience of work.
또한 지지부재(10)와 버팀부재(20)(21)(22)(23)를 연결하는 수평부재(40)는 지지장치가 전체적으로 트러스트 구조물이 되도록 한다.In addition, the horizontal member 40 connecting the support member 10 and the support members 20, 21, 22, and 23 allows the support device to be a thrust structure as a whole.
수평부재(40)를 설치하여 트러스트 구조를 갖게 되면 지지부재(10)의 상단에서 바닥에 이르는 외측의 버팀부재(20)(21)에 클램프(50)를 사용하여 보강부재(60)를 설치함으로써 상대적으로 길이가 긴 버팀부재(20)(21)가 휘지 않도록 해주게 되면 제3도에 도시된 바와 같이 거푸집(70)의 시공작업이 완료된다.When the horizontal member 40 is installed and has a trust structure, the reinforcing member 60 is installed by using the clamp 50 on the outer support members 20 and 21 extending from the top to the bottom of the support member 10. When the relatively long support members 20, 21 are not bent, the construction work of the formwork 70 is completed as shown in FIG.
이렇게 설치된 지지부재(10)와 버팀부재(20)(21)(22)(23) 및 수평부재(40)는 거푸집(70)에 콘크리트를 부어 양생시 거푸집(70)을 지지해주는 역할을 하는 것으로 양생후 거푸집(70)과 함께 제거한다.The supporting member 10 and the supporting members 20, 21, 22, 23 and the horizontal member 40 installed in this way serve to support the formwork 70 during curing by pouring concrete into the formwork 70. After curing remove with formwork (70).
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)(21)(22)(23)의 위치를 조절하는 것으로 지지부재(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. Simply support it, and even if the bottom is inclined or stepped, by adjusting the position of the support members 20, 21, 22, 23, the support member 10 to be in a vertical state 70) can be installed so that it is firmly supported.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019970001623U KR200143184Y1 (en) | 1997-02-04 | 1997-02-04 | Support for wall forms |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019970001623U KR200143184Y1 (en) | 1997-02-04 | 1997-02-04 | Support for wall forms |
Publications (2)
Publication Number | Publication Date |
---|---|
KR19980057412U KR19980057412U (en) | 1998-10-15 |
KR200143184Y1 true KR200143184Y1 (en) | 1999-06-01 |
Family
ID=19495193
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR2019970001623U KR200143184Y1 (en) | 1997-02-04 | 1997-02-04 | Support for wall forms |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR200143184Y1 (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 |
-
1997
- 1997-02-04 KR KR2019970001623U patent/KR200143184Y1/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 |
---|---|
KR19980057412U (en) | 1998-10-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3733757A (en) | Concrete building frame construction | |
US5802652A (en) | Bridge deck panel installation system and method | |
KR200143184Y1 (en) | Support for wall forms | |
JP2000120081A (en) | Slope footing structure | |
KR200143185Y1 (en) | Support for wall forms | |
JP2690834B2 (en) | How to install the water stop plate | |
JPH04128424A (en) | Method for constructing anchor supporting beam | |
KR20180018636A (en) | Constructing Method of Support Part for Pipe | |
JP3612356B2 (en) | Installation structure of concrete formwork | |
KR200241039Y1 (en) | Steel form for slab concrete applicable to PSC beam or steel box method | |
JP3038759U (en) | Gantry entry slope | |
JPH1046706A (en) | Panel anchoring structure and anchoring method therefor regarding building structure made of concrete wall panel | |
KR100430836B1 (en) | Steel form for slab concrete applicable to PSC beam or steel box method | |
RU99118847A (en) | METHOD FOR ESTABLISHING MONOLITHIC FRAMES | |
KR101859538B1 (en) | Constructing Method of Support Part of Pipe | |
KR20020082966A (en) | The construction method and device for slab panel which can instal psc bridge beam | |
JPH10140641A (en) | Variable side ditch and laying method thereof | |
JP2825150B2 (en) | Fixing method of column base in steel frame building | |
KR100321911B1 (en) | Installation system for steel studs for shear walls | |
KR20010095915A (en) | Guide frame for anchoring bar | |
JP2550354Y2 (en) | Water stop plate fixing bracket | |
JPH0343569A (en) | Block for both leveling and flow stopping concrete | |
JP3792008B2 (en) | Fixed structure using basic hardware | |
JPS6367354A (en) | Execution of rising concrete wall for waterproof construction | |
JPH06129102A (en) | Pillar form |
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 |