KR0128130Y1 - Method for connecting and fixing pipes and supports - Google Patents
Method for connecting and fixing pipes and supportsInfo
- Publication number
- KR0128130Y1 KR0128130Y1 KR2019950000176U KR19950000176U KR0128130Y1 KR 0128130 Y1 KR0128130 Y1 KR 0128130Y1 KR 2019950000176 U KR2019950000176 U KR 2019950000176U KR 19950000176 U KR19950000176 U KR 19950000176U KR 0128130 Y1 KR0128130 Y1 KR 0128130Y1
- Authority
- KR
- South Korea
- Prior art keywords
- support
- transverse pipe
- assembly
- supports
- present
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/18—Balustrades; Handrails
- E04F11/181—Balustrades
- E04F11/1817—Connections therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/18—Balustrades; Handrails
- E04F11/181—Balustrades
- E04F11/1817—Connections therefor
- E04F2011/1819—Connections therefor between balustrade posts and horizontal or sloping balustrade members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
본 고안은 건축 및 토목분야의 울타리나 난간용중에서 횡주관과 지지대에 대한 연결 및 고정방법에 관한 것으로 횡주관과 지지대의 조립을 가장 견고하면서도 쉽게 할수있는 방법을 강구하였으며 이를 위하여 횡주관을 외부틀과 내부틀로 분리하여 제작한후 조립하였으며 지지대를 고정할수 있는 홈과 턱을 만들어 수평으로 조립후 수직으로 힘을 받게하여 견고한 조립이 가능하게 하였다. 조립후 발생되는 치수공차에 대한 약간의 유동은 횡주관과 지지대 조립후에 내부에 폴리우레탄 발포를 하여 고정시키거나 나사로 횡주관과 지지대를 완전히 고정하였다.The present invention relates to the method of connecting and fixing horizontal main pipes and supports in fences and railings in the field of construction and civil engineering. The method to assemble the horizontal main pipes and supports is the most robust and easy method. After assembling it separately, it was assembled and made a groove and a jaw that can fix the support, and then assembled horizontally to receive a force vertically to enable a strong assembly. A slight flow of dimensional tolerances generated after assembly was fixed by internal polyurethane foam after assembly of the transverse pipe and support, or the transverse pipe and support were completely fixed with screws.
따라서 본 고안은 아파트나 공장의 울타리나 난간으로 사용하기에 효과적으로 고안되었다.Therefore, the present invention is effectively designed to be used as a fence or railing of an apartment or a factory.
Description
제1도는 본 고안을 결합한 사시도.1 is a perspective view of the present invention combined.
제2도는 본 고안을 이용하여 울타리에 적용한 예를 보여주는 정면도.Figure 2 is a front view showing an example applied to the fence using the present invention.
제3도는 제2도의 단면도 a-a'.3 is a cross-sectional view a-a 'in FIG.
제4도는 제3도의 변형단면도.4 is a cross-sectional view of the third modification.
제5도는 횡주관 내부틀의 평면도.5 is a plan view of the inner frame of the transverse pipe.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 횡주관의 외부틀 2 : 횡주관의 내부틀1: Outer frame of transverse pipe 2: Inner frame of horizontal pipe
3 : 지지대 4 : 폴리우레탄 발포3: support 4: polyurethane foam
5 : 횡주관과 지지대의 결합용 턱 6 : 지지대 폭5: jaw for coupling the transverse pipe and the support 6: width of the support
7 : 횡주관과 지지대의 결합용 홈 8 : 횡주관과 지지대의 고정용볼트7: groove for coupling the transverse pipe and the support 8: bolt for fixing the transverse pipe and the support
9 : 지지대 움직임 방지용 턱 10a, 10b, 10c : 지지대용 구멍9: Jaw 10a, 10b, 10c for support movement prevention hole
11 : 세로방향의 힘11: longitudinal force
본 고안은 울타리나 난간용으로 사용되는 횡주관과 지지대에 대한 연결 및 고정방법에 관한 것이다.The present invention relates to a method of connection and fixing for the transverse pipe and support used for the fence or railing.
일반적으로 횡주관과 지지대의 연결은 용접이나 볼트 등을 사용하여 결합하는 방법과 철근을 배근하여 그위에 콘크리트를 일체화시켜 ( precast consrete ) 사용하고 있으나 이와같은 방식에서 용접식은 용접부위가 시간이 지남에 따라 부식이되거나 용접후 페인트등으로 도색을 하여 외부색과 맞추어야 하므로 불필요한 재료의 손실과 인력의 낭비를 초래하며, 볼트 등의 체결식은 횡주관과 지지대에 볼트의 체결용 구멍을 필요로할뿐만 아니라 볼트체결부위가 노출되어 미관이 좋지않고 볼트체결력의 차이로 이완이 되는 경우가 종종 발생하였다. 또한 콘크리트를 일체화 시킨것에서는 내부의 철근배근후 그위에 콘크리트를 양생시키는 것으로 외부충격에 의하여 콘크리트가 깨져서 내부의 철근이 쉽게 노출되는 경우가 있고 필요에 따라 길이를 절단하여 사용하고져 할 경우 절단하기가 어려웠다.In general, the connection between the transverse pipe and the support is used by welding or bolting, or by reinforcing the reinforcing bars to integrate concrete (precast consrete). It must be corroded or painted with paint after welding to match with the external color, which leads to unnecessary material loss and waste of manpower.The fastening type of bolts not only requires bolting holes in the transverse pipes and supports, but also bolts Occasionally, the site was exposed, resulting in poor appearance and relaxation due to differences in bolting forces. In addition, when concrete is integrated, the concrete is cured after the reinforcement of the internal reinforcement. If the concrete is broken by the external impact, the internal reinforcement may be easily exposed. It was difficult.
따라서 본 고안에서는 골격을 유지하는 횡주관과 지지대를 단단히 결합할수 있는 구조로 조립한후 조립에 따른 치수공차에 의한 횡주관과 지지대의 이완을 조립된 횡주관과 지지대의 빈 내부공간에 폴리우레탄 발포로 내부 충진을 하여 단단한 결합은 물론 외부의 충격에도 충분히 견딜수 있도록 일체화된 횡주관과 지지대가 제작되도록 고안되었으며 횡주관의 내부에서 지지대를 움직이지 못하도록 지지대 움직임 방지용 턱고가 홈을 만들어 결합하므로서 조립상태가 더욱 견고하도록 한것을 특징으로 한다.Therefore, in the present design, after assembling the structure of the transverse pipe and the support holding the skeleton firmly, the loosening of the transverse pipe and the support by the dimensional tolerance according to the assembly is filled with polyurethane foam in the empty inner space of the assembled transverse pipe and the support. It is designed to be integrated to the rigidity as well as to withstand external shocks, and to be integrated into the transverse pipe and the support is designed to prevent the movement of the support from the inside of the transverse pipe, the jaw for preventing the movement of the support to create a groove to combine to make the assembly state more robust It features.
이하 본 고안을 첨부된 도면에 의거하여 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
제1도는 본 고안에 의하여 결합한 사시도로서 횡주관의 외부틀(1)이 횡주관의 내부틀(2)과 함께 지지대(3)로 연결된후 그 조립 내부의 빈공간에 폴리우레탄 발포(4)로 구성된 상태를 보여준다. 제2도는 본 고안을 이용하여 울타리에 적용한예를 보여주는 정면도로써 연속적으로 연결되는 기둥과 기둥사이의 한구간만을 도시하였다.1 is a perspective view coupled by the present invention is a state in which the outer frame 1 of the transverse pipe is connected to the support frame 3 together with the inner frame 2 of the transverse pipe and then made of polyurethane foam 4 in the empty space inside the assembly. Shows. Figure 2 is a front view showing an example applied to the fence using the present invention showing only one section between the columns and the pillars connected in series.
제3도는 제2도의 단면도 a-a'로 횡주관과 지지대의 체결을 완벽하게 하고져 횡주관의 외부틀(1)에 횡주관과 지지대의 결합용 턱(5)을 주어 지지대(3)의 횡주관과 지지대의 결합용 홈(7)에 삽입되어 조립이 되도록 하였으며 조립후 횡주관 내부에서의 이격거리를 줄이고져 지지대폭(6)에 맞추어 지지대 움직임 방지용 턱(9)을 형성시켰다. 아울러 제5도에서 보는바와 같이 지지대와 지지대간의 간격조정은 횡주관의 내부틀(2)의 지지대용 구멍( 10a,10b,10c )의 간격조정으로 가능하도록 고안되였다.3 is a cross-sectional view a-a 'of FIG. 2, which completes the fastening of the transverse pipe and the support, giving the outer frame 1 of the transverse pipe to the jaw (5) for the coupling of the transverse pipe and the support. Inserted into the coupling groove (7) to be assembled, and after assembly to reduce the separation distance in the transverse main pipe to form a support movement prevention jaw (9) in accordance with the support width (6). In addition, as shown in Figure 5, the spacing between the support and the support is designed to be possible by adjusting the spacing of the support holes (10a, 10b, 10c) of the inner frame (2) of the transverse pipe.
이와 같은 본 고안의 효과로는 횡주관과 지지대의 조립후 그내부의 빈공간에 폴리우레탄 발포를 하여 일체화 시킴으로써 조립을 위한 치수공차에 의한 흔들림을 없애고 견고한 제작이 되도록 하였으며, 또한 조립은 횡주관과 같은 방향인 가로방향으로 지지대가 삽입되도록 하여 체결하므로서 제2도와 같이 본 고안의 현장설치후 세로방향의 힘(11)에서 많은 힘을 받아도 체결부위가 이탈되지 않도록 하였다.As an effect of the present invention, after assembling the transverse pipe and the support, the polyurethane foam is integrated into the empty space therein so as to eliminate the shaking caused by the dimensional tolerance for the assembly and to make a solid fabrication. Since the support is inserted in the transverse direction to be fastened so that the fastening part is not separated even after receiving a lot of force in the longitudinal force (11) after the field installation of the present invention as shown in FIG.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019950000176U KR0128130Y1 (en) | 1995-01-09 | 1995-01-09 | Method for connecting and fixing pipes and supports |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019950000176U KR0128130Y1 (en) | 1995-01-09 | 1995-01-09 | Method for connecting and fixing pipes and supports |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR960027279U KR960027279U (en) | 1996-08-17 |
| KR0128130Y1 true KR0128130Y1 (en) | 1998-11-02 |
Family
ID=19406455
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019950000176U KR0128130Y1 (en) | 1995-01-09 | 1995-01-09 | Method for connecting and fixing pipes and supports |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR0128130Y1 (en) |
-
1995
- 1995-01-09 KR KR2019950000176U patent/KR0128130Y1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| KR960027279U (en) | 1996-08-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101791819B1 (en) | To improve the seismic performance of buildings, steel plate frame concrete seismic strengthening method | |
| KR100412160B1 (en) | Structure of steel aggregate for concrete building | |
| KR101587387B1 (en) | Seismic retrofitting method | |
| JP3690437B2 (en) | Seismic reinforcement structure for existing buildings | |
| KR0128130Y1 (en) | Method for connecting and fixing pipes and supports | |
| JP2001146756A (en) | Earth-retaining wall and rc synthetic structure | |
| KR101660760B1 (en) | Seismic retrofitting technique of framed building by external steel brace frame | |
| WO2006001222A1 (en) | Three-dimensional structure | |
| JPH10238132A (en) | Vibration-resistant reinforcing mehtod | |
| KR20000013562U (en) | Prefab fence | |
| JP2889840B2 (en) | Construction method of underground outer peripheral wall | |
| CN111980173B (en) | Module assembly type building beam column node connection structure | |
| KR20050112913A (en) | A construction system of the wall/dome and the the method thereof it | |
| JPH0551961A (en) | Panel for construction | |
| KR100412537B1 (en) | Sectional wall using plastic | |
| JP3608086B2 (en) | Column / beam joint structure | |
| JP3114141B2 (en) | Basement | |
| KR19980069039U (en) | Fence connection bracket | |
| JP3543241B2 (en) | Outdoor deck handrail structure | |
| KR200274915Y1 (en) | Support for reinforcing members of constructuring forms | |
| JPH0617482A (en) | Permanent form made of steel plate for construction | |
| JP2860432B2 (en) | How to build underground structures | |
| KR100447037B1 (en) | Safety support for veranda parapet | |
| JPH0421771B2 (en) | ||
| JPH04169625A (en) | Joint structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A201 | Request for examination | ||
| E701 | Decision to grant or registration of patent right | ||
| REGI | Registration of establishment | ||
| LAPS | Lapse due to unpaid annual fee |