KR20040087301A - Beam for building - Google Patents
Beam for building Download PDFInfo
- Publication number
- KR20040087301A KR20040087301A KR1020040070903A KR20040070903A KR20040087301A KR 20040087301 A KR20040087301 A KR 20040087301A KR 1020040070903 A KR1020040070903 A KR 1020040070903A KR 20040070903 A KR20040070903 A KR 20040070903A KR 20040087301 A KR20040087301 A KR 20040087301A
- Authority
- KR
- South Korea
- Prior art keywords
- long
- building
- span
- long span
- construction
- Prior art date
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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
- 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
Abstract
Description
본 발명은 건축물 가시설용 장경간 빔에 관한 것으로서, 건축물 내부의 기둥 축소로 인해 경간의 길이가 길어짐으로서 더욱 튼튼하고 장경간으로 사용될 수 있도록 하여 시공성의 효율을 향상시킬 수 있도록 하는 건축물 가시설용 장경간 빔에 관한 것이다.The present invention relates to a long span beam for building temporary construction, and to increase the efficiency of constructability by making the construction longer and longer as the length of the span increases due to the reduction of the pillars inside the building. Relates to the beam.
일반적으로 건축물의 장경간에 사용되는 빔은 도 1과 같이 H형 형태를 구성한 H-빔(10)을 사용하고 있다.In general, the beam used in the long span of the building uses an H-beam 10 configured in the H-shape as shown in FIG.
그러나, 기존의 H-빔(10)은, 기둥의 경간의 거리에 사용되는 길이가 한정되어 있어 작업이 번거롭고, 또한 상부에 과다하중이 작용할 경우에는 H-빔(10)이 뒤틀리는 현상도 발생되는 문제점이 나타나고 있는 실정이다.However, the existing H-beam 10 has a limited length used for the distance between the pillars, which is cumbersome, and in the case where an excessive load is applied to the upper portion, the H-beam 10 is also distorted. There is a problem.
본 발명은 상술한 문제점을 감안하여, 본 발명은, 건축물의 장경간에 사용할 수 있도록 중간에 수직부를 2개를 구성시켜 장경간의 사용길이를 더욱 넓힐 수 있도록 하고, 상부하중에 의한 뒤틀림이 발생되지 않도록 하여 안전을 확보할 수 있도록 하는 것을 그 목적으로 한다.In view of the above-described problems, the present invention provides two vertical portions in the middle so as to be able to be used for long spans of buildings so as to widen the use length between long spans, and to prevent distortion caused by upper loads. Its purpose is to ensure safety.
도 1은 기존의 건축물에 사용되는 빔을 나타내는 개념도.1 is a conceptual diagram showing a beam used in an existing building.
도 2는 본 발명의 건축물 가시설용 장경간 빔을 나타내는 개념도.2 is a conceptual diagram showing a long span beam for building temporary construction of the present invention.
< 도면의 주요부분에 대한 부호의 설명 ><Description of Symbols for Major Parts of Drawings>
100: 장경간 빔 110: 플레이트100: long span beam 110: plate
120: 수직부 130: 원형홀120: vertical portion 130: circular hole
본 발명은 상술한 목적달성을 위해, 본 발명은, 건축물 가시설 공사의 장경간에 사용되는 장경간 빔에 있어서, 상기 장경간 빔은, 상,하부의 플레이트의 중간사이에 2개의 수직부가 용접고정되고, 상기 수직부에는 원형홀이 형성되어 통풍이 원활하고 무게를 경감할 수 있도록 구성하는 것을 특징으로 하는 건축물 가시설용 장경간 빔를 제공한다.The present invention is to achieve the above object, the present invention, in the long span beam used in the long span of the building temporary construction, the long span beam is welded and fixed between two vertical parts between the middle of the upper plate, the lower plate In the vertical part, a circular hole is formed to provide a long span beam for building temporary construction, characterized in that it is configured to smoothly ventilate and reduce weight.
이하, 첨부 도면을 참조하여 본 발명의 구성을 설명한다.EMBODIMENT OF THE INVENTION Hereinafter, the structure of this invention is demonstrated with reference to an accompanying drawing.
도 2는 본 발명의 건축물 가시설용 장경간 빔을 나타내는 개념도로서, 상기 건축물 가시설용 장경간 빔(100)은, 상,하부의 플레이트(110)의 중간사이에 2개의 수직부(120)가 용접고정되고, 상기 수직부(120)에는 원형홀(130)이 형성되어 통풍이 원활하고 무게를 경감할 수 있도록 구성한다.FIG. 2 is a conceptual view illustrating a long span beam for building temporary construction of the present invention, wherein the vertical beams 120 for welding the long span beam 100 for temporary building are welded between a middle of upper and lower plates 110. It is fixed, the vertical portion 120 is formed with a circular hole 130 is configured to smooth the ventilation and reduce the weight.
상술한 설명에서 알 수 있는 바와 같이, 상기 건축물 가시설용 장경간 빔은, 기존의 H-빔의 길이와 폭에 따른 한정된 경간의 폭을 구조를 보강시켜 장경간으로 사용될 수 있도록 장경간 빔을 형성하여 현대 감각에 부흥하는 기둥을 최소화하는건축물을 형성화하도록 구성한다.As can be seen from the above description, the long span beam for building temporary construction reinforces the structure of the limited span according to the length and width of the existing H-beam to form the long span beam so that it can be used as the long span. It is configured to form a building that minimizes the columns reviving the modern sense.
상술한 본 발명의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.
본 발명의 건축물 가시설용 장경간 빔은, 건축물의 장경간으로 사용될 수 있도록 빔을 보강시켜 건축물 시공시 안정성을 확보하고 시공성의 효율을 상승시킬 수 있도록 하는 효과를 갖도록 한다.The long span beam for building temporary construction of the present invention has the effect of reinforcing the beam to be used as the long span of the building to secure stability in building construction and increase the efficiency of the construction.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020040070903A KR20040087301A (en) | 2004-09-06 | 2004-09-06 | Beam for building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020040070903A KR20040087301A (en) | 2004-09-06 | 2004-09-06 | Beam for building |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR20-2004-0025536U Division KR200370109Y1 (en) | 2004-09-06 | 2004-09-06 | Beam for building |
Publications (1)
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KR20040087301A true KR20040087301A (en) | 2004-10-13 |
Family
ID=37369485
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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KR1020040070903A KR20040087301A (en) | 2004-09-06 | 2004-09-06 | Beam for building |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100890403B1 (en) * | 2007-10-05 | 2009-03-26 | 주식회사 한미파슨스건축사사무소 | Portable steel lintel |
WO2009137489A2 (en) * | 2008-05-05 | 2009-11-12 | Stainless Structurals, Llc | Steel beams and related methods |
KR100941726B1 (en) * | 2008-04-16 | 2010-02-12 | 서울시립대학교 산학협력단 | Asymmetric composite beam with corrugated web |
KR101136614B1 (en) * | 2009-11-17 | 2012-04-18 | 한국건설기술연구원 | Manufacturing method of beam having large opening in the web and beam with large opening |
-
2004
- 2004-09-06 KR KR1020040070903A patent/KR20040087301A/en not_active Application Discontinuation
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100890403B1 (en) * | 2007-10-05 | 2009-03-26 | 주식회사 한미파슨스건축사사무소 | Portable steel lintel |
KR100941726B1 (en) * | 2008-04-16 | 2010-02-12 | 서울시립대학교 산학협력단 | Asymmetric composite beam with corrugated web |
WO2009137489A2 (en) * | 2008-05-05 | 2009-11-12 | Stainless Structurals, Llc | Steel beams and related methods |
WO2009137489A3 (en) * | 2008-05-05 | 2010-03-04 | Stainless Structurals, Llc | Steel beams and related methods |
KR101136614B1 (en) * | 2009-11-17 | 2012-04-18 | 한국건설기술연구원 | Manufacturing method of beam having large opening in the web and beam with large opening |
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