KR950006783Y1 - Building floor structure - Google Patents

Building floor structure Download PDF

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Publication number
KR950006783Y1
KR950006783Y1 KR92015361U KR920015361U KR950006783Y1 KR 950006783 Y1 KR950006783 Y1 KR 950006783Y1 KR 92015361 U KR92015361 U KR 92015361U KR 920015361 U KR920015361 U KR 920015361U KR 950006783 Y1 KR950006783 Y1 KR 950006783Y1
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KR
South Korea
Prior art keywords
frame
steel frame
plate
type steel
building
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KR92015361U
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Korean (ko)
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KR940005743U (en
Inventor
박종섭
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박종섭
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Priority to KR92015361U priority Critical patent/KR950006783Y1/en
Publication of KR940005743U publication Critical patent/KR940005743U/en
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Publication of KR950006783Y1 publication Critical patent/KR950006783Y1/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

내용 없음.No content.

Description

건축물 바닥용골조Architecture floor frame

제1도는 본 고안의 일부절개결합상태 사시도.Figure 1 is a perspective view of a partially cut and coupled state of the present invention.

제2도는 본 고안의 연결부품 사시도.2 is a perspective view of a connecting part of the present invention.

제3도는 본 고안의 시공상태를 나타내는 일부절개 단면도이다.3 is a partial cross-sectional view showing a construction state of the present invention.

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

1 : "I"형 철재골조 2 : 요부1: "I" type steel frame 2: main part

3, 3' : 통공 4 : 편철판3, 3 ': through hole 4: iron plate

5 : 지지공 6 : 연결부재5: support hole 6: connecting member

7 : 받침편7: base plate

본 고안은 건축물 바닥용골조에 관한 것이다.The present invention relates to a building floor frame.

일반적으로 알려진 건축용골조는 원형상의 철재로 구성되어 있다.Generally known construction frames consist of circular steel.

이 철재들을 이용하여 건축물의 바닥을 시공할때에는 이들을 가로와 세로로 상호교차시킨 후 그 교차부분을 용접하거나 철사로 묶은다음 콘크리트로 매몰시켜 양생하여 왔다.When the floors of buildings are constructed using these steels, they have been cross-cutted vertically and horizontally, and then the intersections are welded or bundled with wire and then buried in concrete to cure.

그리고, 이러한 원형상의 철재골조가 상호교차되는 부분은 하중 및 장력을 고려하여 반드시 교차부분을 용접하거나 철사로 묶어주어야 하는데, 이 교차되는 부분이 너무 많아서 이를 용접하거나 묶는데에도 상당한 시간적소모와 인력낭비가 많아 비경제적이었다.In addition, the parts where the steel frame is intersected with each other must be welded or bundled with the wires in consideration of the load and the tension. Since there are too many parts to be intersected, considerable time consumption and manpower wasted. Many were uneconomical.

또한, 원형철재골조를 수평상태로 매몰하여 사용함에 있어 건축물바닥의 수직강도는 철재골조의 지름에 비례하므로, 건축물의 하중 및 장력인 강도를 높이기 위해서는 원형철재골조의 지름이커야 하는데 그렇게 되면 원형철재 자체 무게가 높아지게되며, 이에 따라서 다른 건축자재도 상기 원형철재골조의 지름에 적합한 자재를 써야하기 때문에 건축비 상승요인이 되어 비경제적이 된다.In addition, since the vertical strength of the floor of the building is proportional to the diameter of the steel frame when the circular steel frame is buried in a horizontal state, the diameter of the circular steel frame must be large to increase the strength of the load and tension of the building. Since its own weight is increased, other building materials must be made of materials suitable for the diameter of the circular steel frame, thereby increasing the construction cost and becoming uneconomical.

본 고안은 이상과 같은 종래의 문제점 및 폐단등을 해결하기 위하여 기존의 "I"형 철재골조를 건축물바닥용으로 사용하되, "I"형 철재골조의 상부를 일정 간격으로 요설한 다음, 통공이 천공된 편철판이 끼워지게하여 상호연결 지지되게 한 것으로서, 첨부된 도면에 의거하여 상세히 설명하면 다음과 같다.The present invention is to use the existing "I" -type steel frame for the building floor in order to solve the above-mentioned conventional problems and the end, such as to the top of the "I" -type steel frame at regular intervals, and then through the hole As the perforated braided plate is fitted so as to be interconnected and supported, it will be described in detail with reference to the accompanying drawings.

"I"형 철재골조(1)는 상부에서 직하방으로 일정간격의 요부(2)가 요설되어 있고, 이 요부(2)의 사이사이에는 통공(3)이 천공되어 있으며, "I"형 철재골조(1)의 요부(2)에는 통공(3')이 천공된 편철판(4)을 끼워서 상호연결 지지되도록 되어 있고, "I"형 철재골조(1)의 골조(1)는 "I"형상의 지지공(5)이 형성된 연결부재(6)에 양측에서 끼워서 연결되도록 한 구조로 되어있다.In the "I" type steel frame 1, the recessed part 2 of a predetermined space | interval is provided in the upper and lower part directly from the upper part, The through hole 3 is perforated between the recessed parts 2, and the "I" type steel material The recessed part 2 of the frame 1 is to be supported by the insertion of the braided plate 4 perforated through the hole (3 '), the frame (1) of the "I" type steel frame (1) is "I" It is a structure that is inserted into the connecting member 6 formed in the support hole 5 of the shape from both sides to be connected.

미 설명부호 7은 "I"형 철재골조의 받침편이다.Reference numeral 7 is a support piece of "I" type steel frame.

이와같이 구성된 본 고안의 작용효과를 설명하면 다음과 같다.Referring to the effect of the present invention configured as described above are as follows.

건축물을 시공함에 있어서, 판상의 건축물을 시공할때에는 먼저 거프집을 짠다음 양측에 일정간격으로 받침편(4)을 놓고 그 위에 "I"형 철재골조(1)를 배열한 후 편철판(4)을 "I"형 철재골조(1)이 상부에 요설된 요부(2)에 끼운다.In constructing a building, when constructing a plate-like structure, first squeeze the girdle, then place the supporting pieces (4) on both sides at regular intervals, and then arrange the "I" type steel frame (1) thereon, and then the plate "I" type steel frame 1 is inserted into the recessed portion (2) concave on the top.

이와같은 상태에서 콘크리트로 일정의 두께로 매몰시키면 콘크리트가 "I"형 철재골조(1)의 상, 하부 및 통공(3), 그리고 편철판(4)의 통공(3')을 통하여 일체로 연결된 체 양생된다.In such a state, when the concrete is buried to a certain thickness, the concrete is integrally connected through the upper, lower and through holes 3 of the “I” -shaped steel frame 1 and the through holes 3 'of the flat plate 4. It is cured.

이와같이 양생된 판상의 건축물은 "I"형 철재골조(1)의 높이와 골조(1)와 골조(1)의 요부에 끼워진 편철판(4)의 높이에 의하여 상호보완적으로 강도가 유지되며, 이 골조들은 콘크리트로 매몰시킬때 통공(3)(3')을 통과하여 굳어진 콘크리트에 의하여 고착된다.The cured plate-like building is maintained in complementary strength by the height of the "I" -shaped steel frame (1) and the height of the braided plate (4) inserted into the recesses of the frame (1) and the frame (1), These frames are secured by hardened concrete through holes 3 and 3 'when buried in concrete.

따라서, 본 고안은 종래의 철재를 사용하였을때 교차부분마다 용점 및 묶어주어야하는 등의 번거로움과 시간낭비 및 인건비등의 상승요인을 해결하였을 뿐만아니라, 그 강도면에서도 "I"형 철재골조(1)의 높이와 편철판(4)의 높이에 의하여 더욱 보장되므로 종래 제품의 강도를 훨씬 능가하게 되었다.Therefore, the present invention not only solved the hassle of having to use and bundle each intersection when using the conventional steel, but also solved the rising factors such as time wastage and labor cost, and also in terms of strength, "I" type steel frame ( The height of 1) and the height of the braided plate 4 are further ensured, thus far exceeding the strength of conventional products.

그리고 종래에는 철재를 연결함에 있어서도 용접 또는 묶어서 연결하였기 때문에 번거로웠으나, 본 고안은 연결부재(6)의 지지공(5)의 양측에서 "I"형 철재골조(1)를 끼워넣기만하면 연결되도록 되어 있으므로 그 연결방법에 있어서도 아주 간편하고 용이한 고안이다.And conventionally, it was cumbersome because it was welded or bundled to connect the steel in the prior art, but the present invention is to be connected by simply inserting the "I" type steel frame (1) on both sides of the support hole (5) of the connecting member (6) It is a very simple and easy design even in the connection method.

Claims (2)

도면에 나타난 바와같이 골조(1)간은 요부(2)에 편철판(4)이 끼워져서 상호연결 지지되도록 되어있고, 골조(1)와 골조(1)의 연결을 연결부재(6)의 지지공(5)에 끼워서 연결지지되도록 하는 것을 특징으로 하는 건축물 바닥용 골조.As shown in the figure, between the frame (1) is to be connected to each other by the fitting plate (4) is inserted into the recess (2), the connection of the frame (1) and the frame 1 to the support of the connecting member (6) Frame for building floors, characterized in that the ball (5) to be connected and supported. 제1항에 있어서, 골조(1) 및 편철판(4)은 중앙부를 따라 일정간격으로 통공(3)(3')이 각각 천공되어 있는것을 특징으로 하는 건축물 바닥용골조.The frame floor according to claim 1, wherein the frame (1) and the braided plate (4) are each perforated (3) (3 ') at a predetermined interval along the center portion.
KR92015361U 1992-08-14 1992-08-14 Building floor structure KR950006783Y1 (en)

Priority Applications (1)

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KR92015361U KR950006783Y1 (en) 1992-08-14 1992-08-14 Building floor structure

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Application Number Priority Date Filing Date Title
KR92015361U KR950006783Y1 (en) 1992-08-14 1992-08-14 Building floor structure

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KR940005743U KR940005743U (en) 1994-03-18
KR950006783Y1 true KR950006783Y1 (en) 1995-08-21

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100935305B1 (en) * 2009-01-15 2010-01-06 엄기형 Reinforcement and method for joining plates
KR100936396B1 (en) * 2009-07-30 2010-01-12 극동건설주식회사 Reinforcement

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100935305B1 (en) * 2009-01-15 2010-01-06 엄기형 Reinforcement and method for joining plates
KR100936396B1 (en) * 2009-07-30 2010-01-12 극동건설주식회사 Reinforcement

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Publication number Publication date
KR940005743U (en) 1994-03-18

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