JPS59109636A - Building structure - Google Patents

Building structure

Info

Publication number
JPS59109636A
JPS59109636A JP21974882A JP21974882A JPS59109636A JP S59109636 A JPS59109636 A JP S59109636A JP 21974882 A JP21974882 A JP 21974882A JP 21974882 A JP21974882 A JP 21974882A JP S59109636 A JPS59109636 A JP S59109636A
Authority
JP
Japan
Prior art keywords
steel
greasy
beams
column
shaped steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP21974882A
Other languages
Japanese (ja)
Other versions
JPS6351223B2 (en
Inventor
邦昭 佐藤
豊田　佳徳
雅裕 小山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP21974882A priority Critical patent/JPS59109636A/en
Priority to GB08333419A priority patent/GB2131849B/en
Publication of JPS59109636A publication Critical patent/JPS59109636A/en
Publication of JPS6351223B2 publication Critical patent/JPS6351223B2/ja
Priority to SG16589A priority patent/SG16589G/en
Granted legal-status Critical Current

Links

Classifications

    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2445—Load-supporting elements with reinforcement at the connection point other than the connector
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs

Landscapes

  • 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

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は高層集合住宅等の建築に適した建築構造に関
するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an architectural structure suitable for building high-rise housing complexes and the like.

従来Ｈ形鋼からなる鉄骨柱、梁を使用する建築構造は相
当に多〈実施されている。ところでその柱と梁を高力ボ
ルト引張接合すると柱と梁９曲げ耐力は引張ボルトの本
数に支配される。Conventionally, many architectural structures have been implemented using steel columns and beams made of H-shaped steel. By the way, when the column and beam are tension-bonded with high-strength bolts, the bending strength of the column and beam 9 is controlled by the number of tension bolts.

そこで柱、梁を脂性と粗朶とにすれば引張ボルトの数を
増すことができ曲げ耐力を大きくすることができる。ま
た脂性はＨ形鋼の別軸方向の耐力を大きくできる。さら
に粗朶は横座屈を生じない。Therefore, by making the columns and beams greasy and coarse, the number of tension bolts can be increased and the bending strength can be increased. In addition, oiliness can increase the yield strength of the H-section steel in other axial directions. In addition, the coarse shaft does not cause lateral buckling.

この発明は前記脂性、粗朶の特性を有効に利用して従来
の単なるＨ形鋼使用の柱、梁のフレームより、耐力を向
上させ、柱間隔を大きくなし、平面計画の自由度を増し
、特に境界壁を有する集合住宅等に適した建築構造を開
発したもので、以下その詳細を図示した実施例によって
説明する。This invention makes effective use of the properties of oiliness and roughness to improve the strength, increase the spacing between columns, and increase the degree of freedom in plan planning compared to the conventional column and beam frames using simple H-beam steel. An architectural structure has been developed that is suitable for housing complexes having boundary walls, and the details thereof will be explained below with reference to illustrated embodiments.

この建築構造において使用される脂性１と粗朶２とはそ
れぞれ、２本の１！形鋼６，６を、そのウェブを平行に
、フランジ間に所要の間隙を設け、適宜結束材４を配し
て組立てたものである。The greasy 1 and coarse sludge 2 used in this architectural structure each have two 1! Shaped steel 6, 6 are assembled with their webs parallel to each other, with a required gap between flanges, and with appropriate binding material 4 disposed.

施工に際してはスラブコンクリート上に脂性１を所要の
位置に設置する。その際各組柱１のＨ形鋼のウェブが同
一方向になるように配置する。During construction, install Greasy 1 on the concrete slab at the required location. At this time, the webs of the H-shaped steel of each column assembly 1 are arranged in the same direction.

また各粗性１のフランジには・ｒ型金物５を高力ボルト
を取付け、このＴ形金物５を介して粗性１のＨ形暉３の
強軸方向に粗朶２を溶接あるいは高力ボルトによって結
合する。In addition, a high-strength bolt is attached to each flange of roughness 1 with an R-type metal fitting 5, and a rough-shaped metal fitting 5 is welded or a high-strength bolt is attached to the roughness 2 in the strong axis direction of the H-shape 3 of roughness 1. Combine by.

外壁部分はＰＣ壁板６を建込む。戸境壁等になるＨ形鋼
３の別軸方向には大型形枠等を使用して現場打ち鉄筋コ
ンクリートの壁７を設ける。A PC wall board 6 will be installed on the outer wall. A cast-in-place reinforced concrete wall 7 is provided in another axial direction of the H-shaped steel 3, which will become a door boundary wall, etc., using a large formwork or the like.

その際壁７内には粗性１，１を別軸方向に連結する小断
面の鉄骨等からなる繋材を埋設する。粗性゛、粗朶の周
囲に柱鉄筋８、梁鉄筋９を配筋しコンクリートを打設し
て柱は鉄骨、鉄筋コンクリート造、梁は合成梁とする。At this time, a connecting material made of a steel frame or the like with a small cross section is buried in the wall 7 to connect the roughnesses 1 and 1 in different axial directions. Column reinforcing bars 8 and beam reinforcing bars 9 are arranged around the rough edges, and concrete is poured, so that the columns are made of steel frames and reinforced concrete, and the beams are made of composite beams.

床１０は小梁なしの現場打ち鉄筋コンクリートの大型ス
ラブとし、アンボンドＰＣ鋼線１１を配置して床の撓み
を制御する。なお粗朶２の側部、下部には耐火被覆１２
を施す。The floor 10 is a large slab of cast-in-place reinforced concrete without small beams, and unbonded PC steel wires 11 are arranged to control the deflection of the floor. In addition, fireproof coating 12 is provided on the sides and bottom of the outer shell 2.
administer.

この発明は以上の構成からなり、柱を鉄骨、鉄筋コンク
リート造とし、梁を合成梁として耐力的に合理的な構造
とするとともにその柱、梁の鉄骨が、粗性、粗朶で断面
性能が従来のＨ形鋼単体のものより著しく向上し、柱間
隔を大きくでき、平面計画がきわめて容易になった。This invention consists of the above-mentioned structure, and the columns are made of steel frames and reinforced concrete, and the beams are made of composite beams, which have a rational structure in terms of load resistance. This is a significant improvement over the single H-beam, allowing for larger column spacing and making floor planning extremely easy.

【図面の簡単な説明】[Brief explanation of the drawing]

図面はこの発明の概要を示したもので、第１図は柱、梁
斜視図、第２図は平面図、第３図は梁、床断面図、第４
図、第５図は柱、梁の縦断面図と横断面図である。 １・・粗性、２・・粗朶、３・・Ｈ形鋼、４・・結束材
、５・パｒ型金物、６・・ＰＣ壁板、７・・壁、８・・
柱鉄筋、９・・梁鉄筋、１゜・・床、１１・・アンボン
ドＰＣ鋼線、１２・・耐火被覆。 〕−１１ν１　　　・ 第２図 第３図The drawings show an overview of the invention. Figure 1 is a perspective view of columns and beams, Figure 2 is a plan view, Figure 3 is a cross-sectional view of beams and floors, and Figure 4 is a perspective view of columns and beams.
Figure 5 is a vertical cross-sectional view and a cross-sectional view of a column and a beam. 1. Roughness, 2. Roughness, 3. H-shaped steel, 4. Binding material, 5. Par-type hardware, 6. PC wall board, 7. Wall, 8.
Column reinforcing bars, 9... Beam reinforcing bars, 1°... Floor, 11... Unbonded PC steel wire, 12... Fireproof coating. ]-11ν1 ・Figure 2Figure 3

Claims (1)

【特許請求の範囲】[Claims] ２本のＨ形鋼をそのウェブを平行に、フランジ間に間隙
を設けてなる脂性および粗朶を使用し、前記脂性を、各
柱のウェブが同一方向になるように所定の位置に設置し
１組柱のＨ形鋼の強軸方向に粗朶を脂性と・ｒ型金物を
介して結合し、脂性のＨ形鋼の別軸方向には壁を設け、
脂性の周囲には鉄筋を配筋し、コンクＩＪ　−トを打設
して鉄骨鉄筋コンクリ−ト造とし、床、梁上部にコンク
リートを打設して合成梁としであることを特徴とする建
築構造。Using two H-beams with their webs parallel and a gap between the flanges, the greasy steel is installed at a predetermined position so that the webs of each column are in the same direction. The rough shaft is connected in the strong axis direction of the H-shaped steel of the assembled column via greasy and R-shaped metal fittings, and a wall is provided in the other axial direction of the greasy H-shaped steel.
A building characterized by arranging reinforcing bars around the greasy structure and pouring concrete IJ to create a steel-framed reinforced concrete structure, and by pouring concrete on the floor and the top of the beam to form a composite beam. structure.
JP21974882A 1982-12-15 1982-12-15 Building structure Granted JPS59109636A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP21974882A JPS59109636A (en) 1982-12-15 1982-12-15 Building structure
GB08333419A GB2131849B (en) 1982-12-15 1983-12-15 Structural framework
SG16589A SG16589G (en) 1982-12-15 1989-03-28 Structural framework

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21974882A JPS59109636A (en) 1982-12-15 1982-12-15 Building structure

Publications (2)

Publication Number Publication Date
JPS59109636A true JPS59109636A (en) 1984-06-25
JPS6351223B2 JPS6351223B2 (en) 1988-10-13

Family

ID=16740370

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21974882A Granted JPS59109636A (en) 1982-12-15 1982-12-15 Building structure

Country Status (3)

Country Link
JP (1) JPS59109636A (en)
GB (1) GB2131849B (en)
SG (1) SG16589G (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20170139873A (en) * 2016-06-10 2017-12-20 주식회사 하이브릭스이앤씨 Coupling structure of double type for girder and column capable of reducing girder height

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2198760B (en) * 1986-12-17 1991-01-02 Metsec Plc Metal framed building
GB8726135D0 (en) * 1987-11-07 1987-12-09 Sewell R M Structural frames
GB2217745A (en) * 1988-04-20 1989-11-01 David Adie A partitioning system with support pillar
ES2137073B1 (en) * 1996-05-23 2000-07-01 Sabina Rodriguez Gonzalo CONSTRUCTION SYSTEM OF METALLIC STRUCTURES.
US6012256A (en) * 1996-09-11 2000-01-11 Programmatic Structures Inc. Moment-resistant structure, sustainer and method of resisting episodic loads
DE19636802A1 (en) * 1996-09-11 1998-03-12 Ernst Koller Metal building skeleton
DE10055400A1 (en) * 2000-11-09 2002-05-29 Ernst Koller Skeleton-profiled rail has outside profiled height of 120mm, outside flange width of 44mm, flange thickness of 6mm, and web thickness of 4mm, with all eight outer edges of flanges rounded with 2mm radius
CN102995758B (en) * 2012-12-14 2014-09-24 金天德 Rigid-connection node of combined steel-pipe concrete column and steel beam
CN114892803B (en) * 2022-05-09 2023-05-09 长安大学 High-performance steel frame structure

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB234035A (en) * 1924-05-13 1925-05-21 Aristide Daniel Improvements in constructions of combined metal and concrete
GB318164A (en) * 1928-05-29 1929-08-29 Emmor Hamilton Millard Improvement in steel frame house construction
GB490297A (en) * 1936-10-19 1938-08-12 Arthur Raymond Wylie Improvements relating to steel floor frame construction
GB1006324A (en) * 1961-09-29 1965-09-29 Trusteel Corp Universal Ltd Frame structures
GB1080742A (en) * 1964-06-05 1967-08-23 Rigid Frame Construction Ltd Improvements relating to elongated structural units and building structures assembled therefrom

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20170139873A (en) * 2016-06-10 2017-12-20 주식회사 하이브릭스이앤씨 Coupling structure of double type for girder and column capable of reducing girder height
KR101878762B1 (en) * 2016-06-10 2018-07-16 주식회사 하이브릭스이앤씨 Coupling structure of double type for girder and column capable of reducing girder height

Also Published As

Publication number Publication date
JPS6351223B2 (en) 1988-10-13
SG16589G (en) 1989-09-01
GB2131849B (en) 1986-04-03
GB8333419D0 (en) 1984-01-25
GB2131849A (en) 1984-06-27

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