KR20090112253A - Pillar structure of building - Google Patents

Pillar structure of building Download PDF

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Publication number
KR20090112253A
KR20090112253A KR1020080038037A KR20080038037A KR20090112253A KR 20090112253 A KR20090112253 A KR 20090112253A KR 1020080038037 A KR1020080038037 A KR 1020080038037A KR 20080038037 A KR20080038037 A KR 20080038037A KR 20090112253 A KR20090112253 A KR 20090112253A
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South Korea
Prior art keywords
cylinder
building
triangular body
square
reinforcing
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KR1020080038037A
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Korean (ko)
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KR100979181B1 (en
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윤범진
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주식회사 무이 이엔지 건축사 사무소
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Priority to KR1020080038037A priority Critical patent/KR100979181B1/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders

Abstract

PURPOSE: A building post structure is provided to reinforce a post of a building and make a building with strong posts. CONSTITUTION: A building post structure(70) comprises the followings. A post is vertically constructed by pouring concrete after installing members inside a formwork. A cylinder(20) connect the bottom story to the top story through welding and is vertically built-in. A reinforcement beam(30) is formed on the same length as the cylinder. A concrete binding hole(32) is punched on a triangle body(31) of the reinforcement beam. In the reinforcement beam, a square projection(33) is protruded. A U-groove(34) is formed on the square projection in the reinforcement beam. Two square stone projections(35) are projected from the reinforcement beam. An I-beam(40) is inserted into the square stone projection and the contact surface between the I-beam and the square stone projection is welded.

Description

건축물 기둥 구조{PILLAR STRUCTURE OF BUILDING}Architectural pillar structure {PILLAR STRUCTURE OF BUILDING}

본 발명은 건축물의 기둥에 관한 것으로, 특히 건축물의 기둥을 보강하여 견고한 구조를 가지도록 하는 것을 목적으로 하는 건축물 기둥 구조에 관한 것이다.The present invention relates to a pillar of a building, and more particularly, to a pillar structure of a building for the purpose of reinforcing a pillar of a building to have a solid structure.

일반적으로 건축물의 기둥은 철근을 배근한 외측에 거푸집을 설치하고 거푸집 내부에 콘크리트를 타설한 철근콘크리트 구조로 구성되는 경우가 많다.In general, the pillar of the building is often composed of a reinforced concrete structure in which the formwork is installed outside the reinforcing bar and the concrete is poured into the formwork.

대부분 건축물의 기둥은 역학적 관계를 고려하여 시공되지만 요사이 고층으로 시공되는 경우가 많아 기둥에 대한 고려가 필요하다 할 것이다.Most of the pillars of the building are constructed in consideration of the mechanical relationship, but it is necessary to consider the pillars because they are often constructed on the high floor of Yosai.

본 발명은 상술한 내용을 감안하여 안출된 것으로, 본 발명은, 내부에 다수개의 철근이 철선으로 연결고정되어 내부에 삽입되는 원기둥, 원기둥 외주면에 밀착되어 용접되는 4개 1조의 보강빔, 보강빔의 사각 돌턱에 삽입밀착되어 용접되는 아이빔, 보강빔의 U형홈에 삽입설치되어 입설되는 보호구와 같은 부재들이 거푸집 내부에 설치되어 콘크리트가 타설되어 시공되는 구조를 가지므로 견고한 기둥을 제공할 수 있고, 외부 충격에 강한 구조를 가지는 건축물 기둥 구조;를 제공함을 그 목적으로 한다.The present invention has been made in view of the above-described contents, the present invention, a plurality of reinforcing beams connected to the inner circumferential surface of the cylinder, a plurality of reinforcing bars are fixed to the inside of the steel wire is inserted into the inside of the reinforcement beam, reinforcement beam It is possible to provide a sturdy column because members such as i-beams welded and welded in close contact with square stone jaws, and protective equipments inserted and installed in U-shaped grooves of reinforcement beams are installed inside the formwork and are constructed by pouring concrete. It is an object to provide a building pillar structure having a structure resistant to external impact.

본 발명은 상술한 목적 달성을 위해, 본 발명은, 다수개의 철근이 배근되어 내부에 삽입되고 금속재질로 원형 단면형태로 형성되는 원기둥;The present invention to achieve the above object, the present invention, a plurality of reinforcing rod is inserted into the cylinder is formed in a circular cross-sectional shape of a metal material;

원기둥의 외주면에 밀착되는 4개 부재가 1조로 이루어지고 원기둥과 밀착면이 용접되는 보강빔;A reinforcing beam having four members in close contact with the outer circumferential surface of the cylinder and a welded surface with the cylinder;

보강빔의 삼각 몸체 사각 돌턱에 삽입되어 밀착면이 용접처리되어 입설되는 아이빔;An i-beam inserted into a triangular body jaw of the reinforcing beam and welded to the contact surface;

보강빔의 삼각 몸체 U형홈에 수평판부가 삽입되어 입설되는 보호구;를 포함하여 구성되되,Consists of a horizontal plate portion inserted into the triangular body U-shaped groove of the reinforcing beam and installed;

기둥은 도면상 미도시된 거푸집 내부에 상기의 부재들이 설치된 뒤 콘크리트(12)가 타설되어 수직으로 연설되어 시공됨을 특징으로 하는 건축물 기둥 구조; 를 제공하고자 한다.The pillar is a building pillar structure characterized in that the concrete 12 is installed after the members are installed in the formwork not shown in the drawing is installed vertically speaking; To provide.

본 발명의 건축물 기둥 구조에서 발생되는 효과를 알아본다.Look at the effect generated in the building pillar structure of the present invention.

즉, 내부에 다수개의 철근이 철선으로 연결고정되어 내부에 삽입되는 원기둥, 원기둥 외주면에 밀착되어 용접되는 4개 1조의 보강빔, 보강빔의 사각 돌턱에 삽입밀착되어 용접되는 아이빔, 보강빔의 U형홈에 삽입설치되어 입설되는 보호구와 같은 부재들이 거푸집 내부에 설치되어 콘크리트가 타설되어 시공되는 구조를 가지므로 견고한 기둥을 제공하는 효과를 갖는다.That is, a plurality of reinforcing bars connected inside and fixed with a steel wire, a cylinder inserted therein, four sets of reinforcing beams welded in close contact with the outer circumferential surface of the cylinder, an i-beam welded in close contact with the square stone projection of the reinforcement beams, and U of the reinforcement beams. Members such as protection equipment inserted and installed in the mold groove are installed inside the formwork, and have a structure in which concrete is poured and constructed, thereby providing a rigid pillar.

이하, 첨부 도면을 참조하여 발명의 실시를 위한 구체적인 내용을 기술한다.Hereinafter, with reference to the accompanying drawings will be described specific details for the practice of the invention.

도 1은 본 발명 건축물 기둥 구조를 나타내는 사시도, 도 2는 본 발명 건축물 기둥 구조를 나타내는 분해 사시도, 도 3은 본 발명 건축물 기둥의 폭을 절단하여 나타내는 단면도, 도 4는 본 발명 건축물 기둥을 길이로 절단하여 나타내는 단면도이다.1 is a perspective view showing a building pillar structure of the present invention, Figure 2 is an exploded perspective view showing a building pillar structure of the present invention, Figure 3 is a cross-sectional view showing the width of the building pillar of the present invention, Figure 4 is a building pillar of the present invention in length It is sectional drawing shown.

참고로 본 발명을 설명함에 있어 관련된 공지 기능 또는 구성에 대한 구체적인 설명이 본 발명의 요지를 불필요하게 흐릴 수 있다고 판단될 경우에는 그 상세한 설명을 생략하였다.For reference, in describing the present invention, when it is determined that a detailed description of a related known function or configuration may unnecessarily obscure the gist of the present invention, the detailed description thereof is omitted.

또한, 후술되는 용어들은 본 발명에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운영자의 의도 또는 관례 등에 따라 달라질 수 있다.In addition, terms to be described below are terms defined in consideration of functions in the present invention, which may vary according to the intention or convention of a user or an operator.

그러므로, 그 정의는 본 명세서 전반에 걸친 내용을 토대로 내려져야 할 것 임은 물론이다.Therefore, the definition should be made based on the contents throughout the specification.

건축물의 기둥(70)은, 다수개의 철근(10)이 배근되어 내부에 삽입되고 수직하게 입설되는 원기둥(20), 원기둥(20)의 외주면에 밀착되는 4개 부재가 1조로 이루어지고 원기둥(20)과 밀착면이 용접되는 보강빔(30), 보강빔(30)의 삼각 몸체(31) 사각 돌턱(35)에 삽입되어 입설되는 아이빔(40), 보강빔(30)의 삼각 몸체(31) U형홈(34)에 삽입되어 입설되는 보호구(50)를 포함하여 견고한 보강 구조가 구성된다.The pillar 70 of the building is composed of a cylinder 20 in which a plurality of reinforcing bars 10 are inserted into the interior and vertically inserted, and four members in close contact with the outer circumferential surface of the cylinder 20. ) And the reinforcing beam 30 welded to the contact surface, the triangular body 31 of the reinforcing beam 30 is inserted into the square stone projection 35, the i-beam 40, the triangular body 31 of the reinforcing beam 30 Robust reinforcement structure is configured, including the protective device 50 is inserted into the U-shaped groove (34).

즉, 기둥(70)은 종래와 마찬가지로 도면상 미도시된 거푸집 내부에 상기의 부재들이 설치된 뒤 콘크리트가 타설되어 시공된다.That is, the pillar 70 is constructed by placing concrete after the members are installed in the formwork not shown in the drawing as in the prior art.

상기 원기둥(20)은 금속재질로 원형 단면형태로 형성되며, 최하층에서 최상층까지 용접으로 연결된다.The cylinder 20 is formed in a circular cross-sectional shape of a metal material, and is connected by welding from the lowermost layer to the uppermost layer.

상기 원기둥(20)에는 외주면에 다수개의 보강빔(30)이 용접되어 밀착되되, 원기둥(20)과 보강빔(30)은 동일길이로 형성되고, 보강빔(30)은 삼각 몸체(31)에 다수개의 콘크리트 결속홀(32)이 관통되고 삼각 몸체(31)의 경사지게 형성된 위치에 사각 돌부(33)가 돌출되며, 양측 사각 돌부(33)에 U형홈(34)이 형성되고, 삼각 몸체(31)의 직각으로 형성된 위치에 2개의 사각 돌턱(35)이 돌출형성된다.A plurality of reinforcing beams 30 are welded to the outer circumferential surface of the cylinder 20 to be in close contact with each other, and the cylinder 20 and the reinforcing beam 30 are formed to have the same length, and the reinforcing beam 30 is formed on the triangular body 31. A plurality of concrete binding holes 32 are penetrated and the rectangular protrusions 33 protrude from the obliquely formed positions of the triangular body 31, U-shaped grooves 34 are formed in both rectangular protrusions 33, and the triangular body 31 is formed. Two square projections 35 are formed at positions perpendicular to each other.

상기 보강빔(30)의 사각 돌턱(35)에는 아이빔(40)이 삽입밀착되어 입설되며, 필요에 따라 밀착면을 용접처리할 수 있다.The eye beam 40 is inserted into the square stone projection 35 of the reinforcement beam 30 and is inserted in close contact, and the adhesion surface may be welded as necessary.

한편, 상기 보강빔(30)은 원기둥(20)의 외주면을 감싸는 사각형 형태로 설치되고 각각의 보강빔(30) 사각 돌부(33)의 U형홈(34)에 보호구(50)의 수평판부(53) 의 양측이 삽입되어 결합된다.On the other hand, the reinforcing beam 30 is installed in a rectangular shape surrounding the outer circumferential surface of the cylinder 20 and the horizontal plate portion 53 of the protective device 50 in the U-shaped groove 34 of the square protrusion 33 of each of the reinforcing beams 30. Both sides of) are inserted and joined.

상기 보호구(50)는 폭을 절단한 절단면이 'T'자 형태의 단면을 가지도록 형성되되, 판체부(51)에 수직부(52)가 직각으로 형성되고 수직부(52)의 하면에 수평판부(53)가 일체형성된다.The protective device 50 is formed so that the cutting surface cut width has a 'T' shaped cross section, the vertical portion 52 is formed at right angles to the plate body portion 51 and is horizontal to the lower surface of the vertical portion 52 The plate part 53 is integrally formed.

상기 보호구(50)의 판체부(51)는 수직부(52)와 일체형성된 측은 평판형태로 형성되고 평판 형태의 대향측은 사선으로 라운딩되어 형성된다.The plate part 51 of the protective device 50 is formed in a flat plate shape on the side integrally formed with the vertical portion 52 and the opposite side of the flat plate shape is rounded in a diagonal line.

상술한 기둥(70)의 시공순서를 설명한다.The construction procedure of the above-mentioned pillar 70 is demonstrated.

첫째로, 철근(10)을 철선로 연결고정한 뒤 원기둥(20)의 내부에 설치한다.First, after fixing the reinforcing bar (10) with a steel wire is installed inside the cylinder (20).

이때, 원기둥(20)과 다른 원기둥은 용접으로 상호 고정되고 철근(20)은 원기둥(20)의 내부에 입설된 상태에서 유동을 방지하기 위해 철선을 이용하여 견고하게 고정한다.At this time, the cylinder 20 and the other cylinder is fixed to each other by welding and the reinforcing bar 20 is firmly fixed using an iron wire to prevent flow in the state placed in the interior of the cylinder 20.

둘째로, 원기둥(20)의 외주면에 4개 1조로 형성되는 보강빔(30)을 용접한다.Second, weld the reinforcement beam 30 formed in one set of four to the outer peripheral surface of the cylinder (20).

즉, 원기둥(20)과 보강빔(30)은 동일 길이로 제작함이 바람직하고 원기둥(20)의 외주면에 밀착된 보강빔(30)은 밀착면을 용접처리하여 고정하게 된다.That is, the cylinder 20 and the reinforcement beam 30 are preferably manufactured in the same length, and the reinforcement beam 30 in close contact with the outer circumferential surface of the cylinder 20 is fixed by welding the adhesion surface.

셋째로, 보강빔(30)의 사각 돌턱(35)에 아이빔(40)을 밀착하고 용접한다.Third, the eye beam 40 is in close contact with the square projection 35 of the reinforcing beam 30 and welded.

넷째로, 마주보는 보강빔(30)의 U형홈(34)에 보호구(50)의 수평판부(53)를 삽입설치한다.Fourth, the horizontal plate portion 53 of the protective device 50 is inserted into the U-shaped groove 34 of the reinforcing beam 30 facing each other.

다섯째로, 원기둥(20), 보강빔(30), 아이빔(40) 및 보호구(50)가 입설된 상태에서 도면상 미도시된 거푸집을 설치한 후 콘크리트를 타설하여 기둥(70)을 시공한다.Fifth, in the state in which the cylinder 20, the reinforcing beam 30, the eye beam 40, and the protective equipment 50 is installed, install the formwork not shown in the drawings, and then install the pillar 70 by constructing concrete.

도 1은 본 발명 건축물 기둥 구조를 나타내는 사시도,1 is a perspective view showing a building pillar structure of the present invention,

도 2는 본 발명 건축물 기둥 구조를 나타내는 분해 사시도,2 is an exploded perspective view showing the present invention building pillar structure,

도 3은 본 발명 건축물 기둥의 폭을 절단하여 나타내는 단면도,3 is a cross-sectional view showing the width of the building pillar of the present invention,

도 4는 본 발명 건축물 기둥을 길이로 절단하여 나타내는 단면도이다.4 is a cross-sectional view showing the building pillar of the present invention cut to length.

<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>

10; 철근 20; 원기둥10; Rebar 20; Cylinder

30; 보강빔 31; 삼각 몸체30; Reinforcing beam 31; Triangular body

32; 콘크리트 결속홀 33; 사각 돌부32; Concrete binding hole 33; Square stone

34; U형홈 35; 사각 돌턱34; U-shaped groove 35; Square stone jaw

40; 아이빔 50; 보호구40; I-beam 50; Protection

51; 판체부 52; 수직부51; Plate body 52; Vertical section

53; 수평판부 70; 기둥53; Horizontal plate portion 70; Pillar

Claims (1)

다수개의 철근(10)이 배근되어 내부에 삽입되고 금속재질로 원형 단면형태로 형성되며, 최하층에서 최상층까지 용접으로 연결되어 수직하게 입설되는 원기둥(20);A plurality of reinforcing bars 10 are inserted into the inside and are formed in a circular cross-sectional shape as a metal material, and are connected by welding from the lowest layer to the uppermost layer and vertically inserted into a cylinder 20; 원기둥(20)의 외주면에 밀착되는 4개 부재가 1조로 이루어지고 원기둥(20)과 밀착면이 용접되되, 원기둥(20)과 동일길이로 형성되고, 삼각 몸체(31)에 다수개의 콘크리트 결속홀(32)이 관통되며, 삼각 몸체(31)의 경사지게 형성된 위치에 사각 돌부(33)가 돌출되고, 양측 사각 돌부(33)에 U형홈(34)이 형성되며, 삼각 몸체(31)의 직각으로 형성된 위치에 2개의 사각 돌턱(35)이 돌출형성된 보강빔(30);Four members in close contact with the outer circumferential surface of the cylinder 20 is made of one set and the cylinder 20 and the contact surface is welded, formed in the same length as the cylinder 20, a plurality of concrete binding holes in the triangular body 31 (32) penetrates, and the rectangular protrusions 33 protrude from the obliquely formed positions of the triangular body 31, and U-shaped grooves 34 are formed in both rectangular protrusions 33, and at right angles to the triangular body 31. A reinforcing beam 30 in which two square protrusions 35 protrude from the formed position; 보강빔(30)의 삼각 몸체(31) 사각 돌턱(35)에 삽입되어 밀착면이 용접처리되어 입설되는 아이빔(40);An eye beam 40 inserted into the triangular body 31 of the reinforcement beam 30 and a square stone projection 35 to be welded and placed in a contact surface; 보강빔(30)의 삼각 몸체(31) U형홈(34)에 수평판부(53)가 삽입되어 입설되되, 폭을 절단한 절단면이 'T'자 형태의 단면을 가지도록 형성되고, 판체부(51)에 수직부(52)가 직각으로 형성되며, 수직부(52)의 하면에 수평판부(53)가 일체형성되는 보호구(50);를 포함하여 구성되되,The horizontal plate portion 53 is inserted into the triangular body 31 U-shaped groove 34 of the reinforcing beam 30, and is inserted therein, and the cut surface cut off the width is formed to have a 'T' shape cross section, and the plate body portion ( 51, the vertical portion 52 is formed at a right angle, the protective device 50 is formed on the lower surface of the vertical portion 52, the horizontal plate portion 53 is integrally formed; 기둥(70)은 도면상 미도시된 거푸집 내부에 상기의 부재들이 설치된 뒤 콘크리트(12)가 타설되어 수직으로 연설되어 시공됨을 특징으로 하는 건축물 기둥 구조.Pillar 70 is a building pillar structure characterized in that the concrete 12 is installed after the members are installed in the formwork not shown in the figure is installed vertically speaking.
KR1020080038037A 2008-04-24 2008-04-24 Pillar structure of building KR100979181B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200452699Y1 (en) * 2010-04-29 2011-03-16 이경희 Pergola Pillar
WO2014058231A1 (en) * 2012-10-09 2014-04-17 조선대학교산학협력단 Internal force reinforcement device for pillar structure
KR101391181B1 (en) * 2012-10-09 2014-05-27 조선대학교산학협력단 Apparatus for reinforcing column

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Publication number Priority date Publication date Assignee Title
KR102055090B1 (en) 2019-05-07 2019-12-11 정세학 Pillar module for construction

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3818072B2 (en) 2001-02-26 2006-09-06 株式会社大林組 Multi-column composite pier structure and its construction method
KR100619525B1 (en) 2004-03-02 2006-09-12 중앙대학교 산학협력단 Hollow type pier structure using corrugated steel pipe and construction method thereof
KR100634698B1 (en) 2004-10-15 2006-10-16 주식회사 바우 컨설탄트 Construction method of hollow pire using reclaimed form
KR100706641B1 (en) * 2006-12-12 2007-04-13 (주)휴먼아키피아종합건축사사무소 Reinforce structure of iron frame pier for building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200452699Y1 (en) * 2010-04-29 2011-03-16 이경희 Pergola Pillar
WO2014058231A1 (en) * 2012-10-09 2014-04-17 조선대학교산학협력단 Internal force reinforcement device for pillar structure
KR101391181B1 (en) * 2012-10-09 2014-05-27 조선대학교산학협력단 Apparatus for reinforcing column

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