KR20020063779A - Prefabricated Enclosed Steel Concrete Structures - Google Patents

Prefabricated Enclosed Steel Concrete Structures Download PDF

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KR20020063779A
KR20020063779A KR1020010004409A KR20010004409A KR20020063779A KR 20020063779 A KR20020063779 A KR 20020063779A KR 1020010004409 A KR1020010004409 A KR 1020010004409A KR 20010004409 A KR20010004409 A KR 20010004409A KR 20020063779 A KR20020063779 A KR 20020063779A
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steel
section
column
shaped
cross
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KR1020010004409A
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KR100430317B1 (en
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이창남
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이창남
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • 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
    • E04C3/34—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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

PURPOSE: An assembly type closed cross section steel concrete structure is provided to reduce a period of construction, to freely select a desired material according to stress applied to a corresponding region, and to allow to simply attach a beam to a post with a bolt. CONSTITUTION: In the assembly type closed cross section post(10), a post steel pipe(11), a post open square-shaped steel(12), a post C-shaped steel, and so on are used to form a permanent mold form in a ladder shaped cross section or square shaped cross section, and concrete is charged into the mold form, thereby such outer steel members are able to be used as a steel frame of a steel concrete structure.

Description

조립폐쇄단면강콘크리트구조{Prefabricated Enclosed Steel Concrete Structures}Prefabricated Enclosed Steel Concrete Structures

철근콘크리트나 철골철근콘크리트 또는 철골조와는 달리 최근 개발된 강콘크리트구조는 철근 대신 콘크리트 단면 외곽에다 ㄱ형강이나 ㄷ형강 등을 배열하고 그 내부에 콘크리트를 부어넣기 위하여 탈형하지 않고 영구 방치하는 내화성 거푸집을 사용하는 것인데, 아직 적합한 내화 거푸집 재료가 생산되지 않으므로 압연강판과 압연ㄷ형강 뿐만 아니라 경량 ㄷ형강, C형강 또는 Z형강을 적절히 조합하여 구조재 겸 거푸집 재료로 활용할 수 있도록 콘크리트 주변을 폐쇄형으로 감싸는 것이 조립폐쇄단면강콘크리트 구조이다.Unlike reinforced concrete, steel reinforced concrete, or steel frames, recently developed steel concrete structures have a fire-resistant formwork that is permanently left without demoulding to arrange a-beams or c-beams on the outside of concrete sections instead of rebars and to pour concrete therein. Since no suitable fireproof formwork material is produced yet, it is recommended to wrap around the concrete in a closed form so that it can be used as a structural material and formwork by properly combining not only the rolled steel plate and the rolled steel, but also the lightweight steel, C or Z steel. Prefabricated closed section steel concrete structure.

재래식 CFT 기둥은 원형 강관이나 ㅁ형 강관을 구조재 겸 거푸집으로 삼아 콘크리트를 부어넣는 공법으로 개발되었으나, 강관 내부의 좁은 공간으로 작업자의 손이 들어가지 않으므로 볼트를 활용하는 보의 접합이 불가능하고 강관 내부를 보강하는 일이 어려운 단점이 있다.Conventional CFT columns were developed as a method of pouring concrete using circular steel pipes or ㅁ steel pipes as structural materials and formwork.However, the workers cannot enter the narrow space inside the steel pipes, so it is impossible to join beams using bolts. It is difficult to reinforce.

또한 강관은 벽 두께가 전 둘레와 길이를 통하여 일정하고, 생산되는 규격이 다양하지 못하므로 경제적인 설계를 하는데 한계가 있다. 이를 극복하기 위하여 강판과 ㄷ형강, 경량 ㄷ형강 등 다양한 구조 재료들을 조합하여 ㅍ형 또는 ㅁ형 기둥과, U형 또는 ㅛ형 보를 만들어서 내부 빈 공간에 콘크리트를 부어 넣어 조립폐쇄 단면강콘크리트 구조를 조성하는 것이 본 발명의 특징이다.In addition, the steel pipe has a wall thickness is constant throughout the circumference and length, there is a limit in the economical design because the specifications produced are not diverse. In order to overcome this problem, it is necessary to make p-shaped or ㅁ -shaped columns and U-shaped or 보 -shaped beams by combining various structural materials such as steel plate, 형 section, and lightweight section steel, and to pour concrete into the internal empty space to form a closed and closed section steel concrete structure. It is a feature of the invention.

조립폐쇄단면기둥(10)은 부위에 따라 적당한 크기와 두께의 철골 부재들을 선택하여 제작할 수 있으며, 단면을 폐쇄형으로 최종 조립하기 전에 조립폐쇄단면보(20) 부착에 필요한 선반ㄱ형강(23)이나 측면ㄱ형강(25) 등 보조철물을 고력볼트(14), 관통볼트(13) 등으로 조립할 수 있어서 경제적인 설계가 가능하다. 관통볼트(13)는 기둥강판(11)이나 기둥ㄷ형강(12)의 판 두께가 얇아서 좌굴이 일어날 가능성이 있을 경우 고력볼트(14) 대신에 사용한다.The assembled closed cross-section column 10 can be manufactured by selecting steel members of appropriate size and thickness according to the site, and the shelf-shaped steel (23) required for attaching the assembled closed cross-section beam 20 before final assembly of the cross section. In addition, it is possible to assemble the auxiliary hardware such as the side a-beam (25) with a high-strength bolt (14), through bolts (13), etc., it is possible to design economically. The through bolt 13 is used in place of the high-strength bolt 14 when there is a possibility that buckling may occur because the plate thickness of the column steel plate 11 or the column t-shaped steel 12 is thin.

조립폐쇄단면보(20)도 부재 응력에 적합한 크기와 두께의 철골 부재들을 적절히 선별 사용하여 다양한 단면을 마련할 수 있다. 한편 조립폐쇄단면보(20)의 기본 단면은 상부 바닥 슬래브(27) 콘크리트를 보의 일부로 활용하는 합성보이지만 바람이나 지진 등 횡하중이 작용할 경우에는 보 단부에 부모멘트가 발생할 수 있으므로 인장 응력이 유발되는 보 단부 상단위치의 기둥단면에는 콘크리트를 부어넣기 전 미리 구멍을 뚫어 철근이나 관통볼트(13)를 관통 배열한다. 기둥강판(11)이나 기둥ㄷ형강(12)의 두께가 너무 얇을 경우에 사용하는 관통볼트(13)는 기둥을 폐쇄형으로 조립하기 전에 가조립했다가 보 접합용으로 활용하는데 기둥 제작시 용접 전의 모양 유지에도 도움이 된다.Assembled closed cross-section beam 20 can also provide a variety of cross-section using the appropriate selection of steel members of the size and thickness suitable for member stress. On the other hand, the basic cross-section of the assembled closed cross-section beam 20 is a composite beam using the upper bottom slab 27 concrete as a part of the beam, but when a lateral load such as wind or earthquake acts, a parent moment may occur at the end of the beam, thereby causing tensile stress. Column section of the upper end of the beam end is drilled in advance before pouring concrete to arrange the rebar or through bolt 13 through. The through-bolt 13 used when the thickness of the column steel plate 11 or the column-shaped steel 12 is too thin is pre-assembled before assembling the column into a closed type and used for beam joining. It also helps to maintain.

조립폐쇄단면기둥(10)과 조립폐쇄단면보(20)는 점용접, 단속용접, 볼트, 셀프드릴링나사 또는 화약의 힘으로 박는 못 등으로 조립한다. 이 같은 조립폐쇄단면강콘크리트 구조는 CFT기둥과 마찬가지로 내화 성능이 우수할 것이나, 내화시험으로 검증 받기 전에는 별도 내화피복으로 보호한다.Assembly closed cross-section column 10 and the assembled closed cross-section beam 20 is assembled by spot welding, intermittent welding, bolts, self-drilling screws or nails driven by the force of the gunpowder. This assembled closed section steel concrete structure will have excellent fire resistance like CFT pillars, but should be protected with a separate fireproof coating before being verified by the fire test.

조립폐쇄단면강콘크리트 구조는 철근콘크리트 구조의 단점인 번거로운 공사절차와 균열 발생을 사전 차단하고, 철골구조의 진동으로 인한 사용상 불편을 해소하며, 철골철근콘크리트 구조의 비경제성을 탈피하고, CFT기둥의 시공 제한성과 강콘크리트구조의 다양한 기성품 구조부재 부족으로부터 해방되는 것을 목적으로 한다.Prefabricated closed section steel concrete structure prevents troublesome construction procedures and cracks, which are disadvantages of reinforced concrete structure, eliminates inconveniences caused by vibration of steel structure, avoids the economic feasibility of steel reinforced concrete structure, and It aims to be free from construction limitations and lack of various ready-made structural members of steel concrete structure.

..

도 1은 조립폐쇄단면기둥(10)과 보의 접합 평면도이다.1 is a plan view of the bonded closed cross-section column 10 and the beam.

도 2는 조립폐쇄단면기둥(10)과 보의 접합 입면도이다.2 is an elevation view of the bonded closed cross-section column 10 and the beam.

도 3은 보 관통볼트(13) 또는 보상단철근(24) 배근 평면도이다.3 is a plan view of the beam through bolt 13 or the compensation short reinforcing bar 24.

＜도면의 부호에 대한 간단한 설명＞<Brief description of the symbols in the drawings>

10 : 조립폐쇄단면기둥10: Assembly closed section pillar

11 : 기둥강판11: column steel sheet

12 : 기둥ㄷ형강12: column type steel

13 : 관통볼트13: Through Bolt

14 : 고력볼트14: High strength bolt

15 : 용접접합15: welding

16 : 기둥콘크리트16: pillar concrete

20 : 조립폐쇄단면보20: assembly closed section beam

21 : 보밑강판21: bottom steel sheet

22 : 보ㄷ형강22: beam section steel

23 : 선반ㄱ형강23: Lathe a-beam

24 : 보상단철근24: compensated rebar

25 : 측면ㄱ형강25: side a section steel

26 : 보콘크리트26: Boconcrete

27 : 슬래브콘크리트27: slab concrete

도 1은 각각 2개의 기둥ㄷ형강(12)과 기둥강판(11)으로 이루는 조립폐쇄단면기둥(10)의 남측과 동측에 조립폐쇄단면보(20)가 접합된 것을 나타내는 평면도이다.1 is a plan view showing that the assembled closed cross-section beams 20 are joined to the south side and the east side of the assembled closed cross-section column 10 formed of two column-shaped steels 12 and column steel plates 11, respectively.

먼저 각각 2개의 기둥강판(11)과 기둥ㄷ형강(12)에 필요한 구멍을 뚫은 다음 고력볼트(14)와 관통볼트(13)를 사용하여 선반ㄱ형강(23)과 측면ㄱ형강(25)들을 필요에 따라 가조립 또는 완전 조립한다. 다음에 필요한 부위에는 용접, 고정하고 기둥강판(11)과 기둥ㄷ형강(12)을 폐쇄형으로 조립하여 조립폐쇄단면기둥(10)의 외형을 완성한다. 조립 수단으로는 점용접, 단속용접등의 용접접합(15), 고력볼트(14), 셀프드릴링나사, 또는 화약의 힘으로 박는 못 접합 등으로 한다. 도 1은 용접접합(15) 경우를 예로 든 것이다.First, drill holes required for the two column steel plates 11 and the column-shaped steel 12, and then use the high-strength bolts 14 and the through bolts 13 to form the shelf a-beams 23 and the side-beams 25. Provisionally assemble or fully assemble as necessary. Next, the required parts are welded and fixed, and the pillar steel plate 11 and the pillar-shaped steel 12 are assembled in a closed type to complete the appearance of the assembled closed cross-section column 10. The means for assembly may be a weld joint 15 such as spot welding, intermittent welding, a high-strength bolt 14, a self-drilling screw, or a nail joint nailed with the force of gunpowder. 1 illustrates the case of welding 15.

도 2에서 1개의 보밑강판(21)과 2개의 보ㄷ형강(22)에 필요한 구멍을 뚫고 조립폐쇄단면기둥(10)과 같은 요령으로 조립한 조립폐쇄단면보(20)들을 고력볼트(14)로 기둥에 부착하고, 기둥에 보상단철근(24) 또는 관통볼트(13)를 끼운 후 슬래브(27)를 위한 데크플레이트를 깔고 보콘크리트와 슬래브콘크리트(26, 27)를 부어넣는 것으로 기둥 보 및 바닥판의 제작이 완료된다. 다만 보의 중간 필요한 위치에는 콘크리트가 양생될 때까지 가설 동바리를 세워둔다.In Fig. 2, the high-strength bolt 14 drills holes necessary for one bottom steel plate 21 and two bottom steel beams 22 and assembles the assembled closed cross-section beams 20 assembled in the same manner as the assembled closed cross-section column 10. After attaching to the furnace column, insert the compensating end reinforcing bar (24) or through bolts (13) on the column, lay the deck plate for the slab (27) and pour the bocon concrete and slab concrete (26, 27) into the column beam and Production of the bottom plate is completed. However, at the required position in the middle of the beam, the temporary copper bar is placed until the concrete is cured.

도 3은 보 단부 상단 기둥 단면에 구멍을 뚫어 관통볼트(13)를 배열한 것을 표시한다. 또한 보의 응력이 클 경우는 필요에 따라 쉬어코넥터나 철근 등을 추가하여 보강할 수 있다(도면 표시 생략).3 shows that the through bolts 13 are arranged by drilling holes in the cross section of the upper end of the beam. In addition, when the stress of the beam is large, it is possible to reinforce by adding a sheath connector or reinforcing bar if necessary (not shown in the drawing).

철근콘크리트 구조는 거푸집과 철근 조립을 위한 공사 기간과 비용이 부담스럽고, 철골조는 재료비가 많이 들고 진동 등 사용성에 문제가 있으며, 철골철근콘크리트조는 공사비가 가장 비싼 것이 단점이다. 본 조립폐쇄단면강콘크리트 구조는 이미 발표한 강콘크리트 구조에서 ㄱ형강, ㄷ형강들을 서로 묶어주는 래티스트러스와 거푸집의 역할을 겸용하는 강재를 사용함으로 인하여 공사 기간이 대폭 줄어드는 효과가 있으며, 강콘크리트 구조에서 필요로 하는 내화 거푸집 겸 마감재가 생산되기까지 잠정적으로 독점 활용할 수 있는 구조공법이다.Reinforced concrete structure is burdensome construction period and cost for formwork and reinforcing steel reinforcement, steel frame is expensive and material problems such as vibration, and steel reinforced concrete group is the most expensive construction cost. This assembled closed section steel concrete structure has the effect of drastically reducing the construction period by using the steel that combines the role of lattice and formwork to bind the a-beam and the c-beam in the previously announced steel concrete structure. It is a structural method that can be used exclusively until the production of fireproof formwork and finishing materials required by the company.

본 공법이 CFT와 다른 점은 단면이 조립식이므로 응력의 크기에 따라 부위별로 필요한 재료를 선정할 수 있어서 경제적이며, 볼트를 사용하여 간편하게 보를 기둥에 부착할 수 있으며, 강판이 얇을 경우 기둥이나 보 단면 내부에서관통볼트(13)로 보강이 가능하고, 부재 응력이 클 때는 쉬어코넥터, 철근 등을 추가하여 보강해도 되는 자유로운 구조 공법이어서 경제적이며, 공기가 대폭 절약하는 설계가 가능하다.The difference between CFT and CFT is that the cross section is prefabricated, so it is economical to select the required material for each part according to the magnitude of the stress. It is easy to attach the beam to the column using bolts. It is possible to reinforce with the through-bolt 13 from the inside, and when the member stress is large, it is economical, and the air can be saved significantly because it is a free construction method that may be reinforced by adding a sheath connector, rebar, and the like.

조립폐쇄단면기둥(10)과 보는 콘크리트 표면이 강재로 보호되므로 중성화가 되지 않아 내구성이 증진되며, 균열 위험에서 해방되고, 차수 효과도 큰 것이 장점이다.Assembly closed cross-section column (10) and the concrete surface is protected by steel, so it is not neutralized, durability is enhanced, free from cracking risk, and the effect is also a big advantage.

Claims (4)

기둥강판(11)과 기둥ㄷ형강(12), 기둥C형강 등을 ㅍ형 또는 ㅁ형 단면으로 영구 거푸집을 만들고 콘크리트를 부어 넣음으로 인하여 외부 강재가 철근콘크리트 기둥의 철근 역할, 또는 철골철근콘크리트조의 철골재 구실을 하게 하여 합성 효과를 얻는 조립폐쇄단면기둥(10)The column steel plate (11), column t-beam (12), column C-shaped steel, etc. made a permanent formwork with a p- or ㅁ -shaped cross-section, and the concrete is poured into the external steel to act as reinforcement of the reinforced concrete column, or steel-reinforced concrete Assembly closed cross-section column to give excuses to obtain a synthetic effect (10) 제 1항에 있어서, 조립폐쇄단면기둥(10) 외형을 폐쇄형으로 최종 조립하기 전에 보를 부착하기 위한 선반ㄱ형강(23), 측면ㄱ형강(25) 등과 얇은 강판의 좌굴 방지를 위한 관통볼트(13) 및 응력이 큰 기둥 보에서 강재와 콘크리트 부착을 돕는 쉬어 코넥터 등을 부착하고, 보 상단부 위치의 기둥 단면에 구멍을 뚫어 철근이나 관통볼트(13)를 끼우는 공법과 절차The method according to claim 1, wherein the through-hole bolt for preventing buckling of the thin steel sheet and the lathe a steel 23, the side a steel 25 for attaching the beam before final assembly of the assembly closed cross-section column 10 to the closed type ( 13) And the method and procedure of attaching the sheer connector for attaching steel and concrete in the column beam with high stress, and inserting reinforcing bar or through bolt (13) by making a hole in the column section at the top of the beam. 보밑강판(21)과 보ㄷ형강(22), 보C형강, 보Z형강 등을 U형 또는 ㅛ형 단면으로 영구 거푸집을 만들고 콘크리트를 부어 넣음으로 인하여 외부 강재가 철근콘크리트 보의 철근 역할, 또는 철골철근콘크리트조의 철골재 구실을 하게 하여 합성 효과를 얻는 조립폐쇄단면보(20)The outer steel serves as the reinforcement of reinforced concrete beams or steel frames by making permanent formwork with U-shaped or cross-shaped steel beams (21), beam steel (22), beam C steel, beam Z steel, etc. Assembly closed section beam (20), which makes the composite structure of reinforced concrete tank to obtain a synthetic effect 제 1항과 제 3항에 있어서, 조립폐쇄단면기둥(10)에 조립폐쇄단면보(20)를 선반ㄱ형강(23)과 측면ㄱ형강(25)을 하중 전달 매개체로 하여 고력볼트(14)로 일체화시키는 조립방법과 절차The high-strength bolt (14) according to claim 1 and 3, wherein the assembled closed cross-section beam (20) is placed on the assembled closed cross-section column (10) using the shelf-shaped steel (23) and the side-shaped steel (25) as a load transfer medium. Assembly methods and procedures
KR10-2001-0004409A 2001-01-30 2001-01-30 Prefabricated Enclosed Steel Concrete Structures KR100430317B1 (en)

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KR100704179B1 (en) * 2006-12-06 2007-04-09 (주)경진건축사사무소 Structure of steel frame column for building
KR100706721B1 (en) * 2005-08-18 2007-04-12 김맹기 concrete block mold with fixing anchor
KR100706641B1 (en) * 2006-12-12 2007-04-13 (주)휴먼아키피아종합건축사사무소 Reinforce structure of iron frame pier for building
WO2016056696A1 (en) * 2014-10-10 2016-04-14 (주)피에스테크 Framework connection structure and connection method using steel pipe without diaphragm
WO2016111458A1 (en) * 2015-01-06 2016-07-14 (주)센벡스 Steel beam attachment structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100706721B1 (en) * 2005-08-18 2007-04-12 김맹기 concrete block mold with fixing anchor
KR100704179B1 (en) * 2006-12-06 2007-04-09 (주)경진건축사사무소 Structure of steel frame column for building
KR100706641B1 (en) * 2006-12-12 2007-04-13 (주)휴먼아키피아종합건축사사무소 Reinforce structure of iron frame pier for building
WO2016056696A1 (en) * 2014-10-10 2016-04-14 (주)피에스테크 Framework connection structure and connection method using steel pipe without diaphragm
WO2016111458A1 (en) * 2015-01-06 2016-07-14 (주)센벡스 Steel beam attachment structure
KR20160084665A (en) * 2015-01-06 2016-07-14 주식회사 센코어테크 Joint structure of steel beam
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