JP2006328676A - Connection structure of steel framework, and joint member for connecting square steel beam to square steel column - Google Patents

Connection structure of steel framework, and joint member for connecting square steel beam to square steel column Download PDF

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JP2006328676A
JP2006328676A JP2005150513A JP2005150513A JP2006328676A JP 2006328676 A JP2006328676 A JP 2006328676A JP 2005150513 A JP2005150513 A JP 2005150513A JP 2005150513 A JP2005150513 A JP 2005150513A JP 2006328676 A JP2006328676 A JP 2006328676A
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square steel
steel
hollow square
bolt
bolt hole
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JP3749250B1 (en
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Minoru Hiragaki
垣 實 平
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Minoru Hiragaki
平垣 實
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2418Details of bolting
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2421Socket type connectors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2451Connections between closed section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2457Beam to beam connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/043Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped

Abstract

<P>PROBLEM TO BE SOLVED: To provide a connection structure of a steel framework, which contributes to improved construction efficiency and improved strength of the steel framework. <P>SOLUTION: The connection structure of the steel framework 1 is provided for connecting a hollow square steel beam 4 to a hollow square steel column 2 via a joint member 3. The joint member 3 is formed of: a square cylinder 31 which is fitted onto a peripheral surface of the square steel column 4 and secured to the same; U-shaped bearing members 32 which each have a U-shaped bottom 32b overhanging from a side surface of the square cylinder 31 such that a U-shaped opening 32a faces upward, have a U-shaped end face secured to the side surface of the square cylinder 31, and connect the square steel beam 4 to the square steel column; and covers 33 which are each laid on an upper surface of the hollow square steel beam 4 arranged on the U-shaped bearing member 32, to cover an upper surface of the hollow square steel beam 4, and secured to the U-shaped bearing member 32. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、鉄骨軸組の仕口構造及び角型鋼柱に角型鋼梁を接合するための継ぎ手部材に係り、特に、作業性と強度向上を図ることができる鉄骨軸組の仕口構造及び角型鋼柱に角型鋼梁を接合するための継ぎ手部材に関する。     The present invention relates to a joint structure for a steel frame and a joint member for joining a square steel beam to a square steel column, and more particularly to a joint structure and a corner of a steel frame capable of improving workability and strength. The present invention relates to a joint member for joining a square steel beam to a shaped steel column.

従来、中空の角型鋼柱にH鋼の梁を接合する鉄骨軸組の仕口構造がある(例えば、非特許文献1参照)。
これは、中空の角型鋼柱の中途を切断し、ダイヤフラムと称される部材を介して中空の角型鋼柱にH鋼の梁を溶接して接合し、仕口の剛性を高めるようにしている。
しかしながら、この鉄骨軸組の仕口構造では、中空の角型鋼柱の中途を切断しなければならず、作業性が悪く、しかも、中空の角型鋼柱に接合される梁にH鋼を使用するため、該梁は横からの荷重(水平荷重)に弱いという問題点があった。
編集 社団法人日本鋼構造協会 「実例でわかる工作しやすい鉄骨設計(第2版)」第47頁
2. Description of the Related Art Conventionally, there is a steel framed joint structure in which a steel beam is joined to a hollow square steel column (see, for example, Non-Patent Document 1).
This cuts the middle of a hollow square steel column and welds and joins a H steel beam to the hollow square steel column via a member called a diaphragm to increase the rigidity of the joint. .
However, in this steel-framed joint structure, the middle of a hollow square steel column must be cut off, the workability is poor, and H steel is used for the beam joined to the hollow square steel column. Therefore, the beam has a problem that it is weak against a lateral load (horizontal load).
Japan Steel Structure Association "Easy-to-work steel design (2nd edition)", page 47

本発明は、上記の問題点を除去するようにした鉄骨軸組の仕口構造及び角型鋼柱に角型鋼梁を接合するための継ぎ手部材を提供することを目的とする。     An object of the present invention is to provide a joint structure for joining a square steel beam to a joint structure of a steel frame and a square steel column so as to eliminate the above-mentioned problems.

上記目的を達成するために、本発明の鉄骨軸組の仕口構造は、中空の角型鋼柱に継ぎ手部材を介して中空の角型鋼梁を接合する鉄骨軸組の仕口構造であって、この継ぎ手部材は、前記中空の角型鋼柱の外周に嵌め込まれると共に前記中空の角型鋼柱に固着された角筒と、この角筒の側面にU形状の底部が前記角筒の側面より張り出し、U形状の開口部が上方を向くように位置し、U形状の端面が前記角筒の側面に固着されると共に、前記中空の角型鋼梁を接合するU形状の受け部材と、このU形状の受け部材に位置する前記中空の角型鋼梁の上面を覆って前記U形状の受け部材に固着される蓋とを備えているものである 。     In order to achieve the above object, the steel frame joint structure of the present invention is a steel frame joint structure in which a hollow square steel beam is joined to a hollow square steel column via a joint member, The joint member is fitted into the outer periphery of the hollow square steel column and fixed to the hollow square steel column, and a U-shaped bottom portion protrudes from the side surface of the square tube on the side surface of the square tube. The U-shaped opening is positioned so that the U-shaped opening faces upward, the U-shaped end surface is fixed to the side surface of the rectangular tube, and the U-shaped receiving member that joins the hollow rectangular steel beam, A lid that covers an upper surface of the hollow square steel beam located on the receiving member and is fixed to the U-shaped receiving member.

また、請求項2記載の鉄骨軸組の仕口構造は、請求項1記載の鉄骨軸組の仕口構造において、角筒の側面にスリットが形成され、該スリットを介して前記角筒を中空の角型鋼柱に固着されるものである。     In addition, the steel frame joint structure according to claim 2 is the steel frame joint structure according to claim 1, wherein a slit is formed on a side surface of the square tube, and the square tube is hollowed through the slit. It is fixed to a square steel column.

また、請求項3記載の鉄骨軸組の仕口構造は、請求項1記載の鉄骨軸組の仕口構造において、U形状の受け部材の底部にはボルトを通す底部ボルト孔が、前記U形状の受け部材の底部より立ち上がった一方側である右立ち上がり部の面にボルトを通す右ボルト孔が、他方側である左立ち上がり部の面にボルトを通す左ボルト孔が、それぞれ設けられ、前記中空の角型鋼梁の底面に前記底部ボルト孔に対応する底面ボルト孔が、前記中空の角型鋼梁の左側面に前記左ボルト孔に対応する左側面ボルト孔が、前記中空の角型鋼梁の右側面に前記右ボルト孔に対応する右側面ボルト孔が、それぞれ設けられ、前記中空の角型鋼梁の上面に手を入れることができる大きさの手挿入用孔が設けられ、前記底部ボルト孔、前記底面ボルト孔を介して底側のボルトと底側のナットにより、前記左ボルト孔、前記左側面ボルト孔を介して左側のボルトと左側のナットにより、前記右ボルト孔、前記右側面ボルト孔を介して右側のボルトと右側のナットにより、前記U形状の受け部材と前記中空の角型鋼梁が連結されているものである。     Further, the steel frame joint structure according to claim 3 is the steel frame joint structure according to claim 1, wherein a bottom bolt hole through which a bolt is passed is formed in the bottom of the U-shaped receiving member. A right bolt hole through which the bolt passes through the surface of the right rising part, which is one side rising from the bottom of the receiving member, and a left bolt hole through which the bolt passes through the surface of the left rising part, which is the other side. A bottom bolt hole corresponding to the bottom bolt hole on the bottom surface of the square steel beam, and a left side bolt hole corresponding to the left bolt hole on the left side surface of the hollow square steel beam are on the right side of the hollow square steel beam. A right side bolt hole corresponding to the right bolt hole is provided on the surface, and a hand insertion hole having a size capable of placing a hand on the upper surface of the hollow square steel beam is provided, the bottom bolt hole, The bottom side through the bottom bolt hole The left bolt and the left nut through the left bolt hole and the left bolt hole, and the right bolt and the right nut through the right bolt hole and the right bolt hole. Thus, the U-shaped receiving member and the hollow square steel beam are connected.

また、請求項4記載の鉄骨軸組の仕口構造は、請求項1記載の鉄骨軸組の仕口構造において、U形状の受け部材の底部にはボルトを通す底部ボルト孔が、U形状の受け部材の底部より立ち上がった一方側である右立ち上がり部の面にボルトを通す右ボルト孔が、他方側である左立ち上がり部の面にボルトを通す左ボルト孔が、それぞれ設けられ、前記中空の角型鋼梁の底面に前記底部ボルト孔に対応する底面ボルト孔が、中空の角型鋼梁の左側面に前記左ボルト孔に対応する左側面ボルト孔が、前記中空の角型鋼梁の右側面に前記右ボルト孔に対応する右側面ボルト孔が、それぞれ設けられ、前記中空の角型鋼梁の側面に手を入れることができる大きさの手挿入用角形梁側側面孔が設けられ、前記右立ち上がり部の面に又は前記左立ち上がり部の面に前記手挿入用角形梁側側面孔に対応する手挿入用立ち上がり部側側面孔が設けられ、前記底部ボルト孔、前記底面ボルト孔を介して底側のボルトと底側のナットにより、前記左ボルト孔、前記左側面ボルト孔を介して左側のボルトと左側のナットにより、前記右ボルト孔、前記右側面ボルト孔を介して右側のボルトと右側のナットにより、前記U形状の受け部材と前記中空の角型鋼梁が連結されているものである。     Further, the steel shaft joint structure according to claim 4 is the steel shaft joint structure according to claim 1, wherein a bottom bolt hole through which the bolt is passed is formed at the bottom of the U-shaped receiving member. A right bolt hole through which the bolt passes through the surface of the right rising part on one side rising from the bottom of the receiving member, and a left bolt hole through which the bolt passes through the surface of the left rising part on the other side are provided, respectively. A bottom bolt hole corresponding to the bottom bolt hole is formed on the bottom surface of the square steel beam, and a left side bolt hole corresponding to the left bolt hole is formed on the right side surface of the hollow square steel beam. A right side bolt hole corresponding to the right bolt hole is provided, and a square beam side side hole for hand insertion having a size capable of putting a hand into a side surface of the hollow square steel beam is provided, and the right rising On the surface of the part Is provided with a hand insertion rising portion side surface hole corresponding to the hand insertion square beam side surface hole, and through the bottom bolt hole, the bottom bolt hole, and the bottom bolt and the bottom nut, The U-shaped receiving member by the left bolt and the left nut through the left bolt hole and the left bolt and the right bolt and the right nut through the right bolt hole and the right bolt hole And the hollow square steel beam.

また、請求項5記載の鉄骨軸組の仕口構造は、請求項1記載の鉄骨軸組の仕口構造において、蓋は平面視的に四角形で、中空の角型鋼柱に面する前記四角形の一辺は溶接により角筒に固着され、U形状の受け部材の底部より立ち上がった一方側である右立ち上がり部に面する前記四角形の一辺は溶接により前記右立ち上がり部に固着され、前記U形状の受け部材の底部より立ち上がった他方側である左立ち上がり部に面する前記四角形の一辺は溶接により前記左立ち上がり部に固着され、中空の角型鋼梁の上面に面する残りの前記四角形の一辺は前記中空の角型鋼梁の上面に固着され、前記蓋にスリットが形成され、該スリットを介して前記蓋は前記中空の角型鋼梁の上面に固着されるものである。     Further, the steel frame joint structure according to claim 5 is the steel frame joint structure according to claim 1, wherein the lid is square in plan view and faces the hollow square steel column. One side is fixed to the square tube by welding, and one side of the square facing the right rising portion that is one side rising from the bottom of the U-shaped receiving member is fixed to the right rising portion by welding, and the U-shaped receiving portion One side of the square facing the left rising part, which is the other side rising from the bottom of the member, is fixed to the left rising part by welding, and one side of the remaining square facing the upper surface of a hollow square steel beam is the hollow A slit is formed in the lid, and the lid is fixed to the upper surface of the hollow square steel beam through the slit.

また、請求項6記載の鉄骨軸組の仕口構造は、請求項1〜5記載の鉄骨軸組の仕口構造において、補強材が中空の角型鋼柱の長手方向を横断するように設けられているものである。     In addition, the steel frame joint structure according to claim 6 is the steel frame joint structure according to any one of claims 1 to 5, wherein the reinforcing material is provided so as to cross the longitudinal direction of the hollow rectangular steel column. It is what.

また、請求項7記載の鉄骨軸組の仕口構造は、請求項1〜5記載の鉄骨軸組の仕口構造において、補強材が中空の角型鋼柱の長手方向を横断するように複数設けられ、前記補強材と前記補強材との間にグラウト材が注入されているものである。     Further, in the steel frame joint structure according to any one of claims 1 to 5, a plurality of reinforcing structures are provided so that the reinforcing material crosses the longitudinal direction of the hollow rectangular steel column. A grout material is injected between the reinforcing material and the reinforcing material.

また、請求項8記載の鉄骨軸組の仕口構造は、請求項1〜5記載の鉄骨軸組の仕口構造において、補強材が中空の角型鋼梁の長手方向を横断するように設けられているものである。     Further, the steel frame joint structure according to claim 8 is the steel frame joint structure according to claims 1 to 5, wherein the reinforcing material is provided so as to cross a longitudinal direction of the hollow square steel beam. It is what.

また、請求項9記載の鉄骨軸組の仕口構造は、請求項1〜5記載の鉄骨軸組の仕口構造において、補強材が中空の角型鋼梁の長手方向を横断するように複数設けられ、前記補強材と前記補強材との間にグラウト材が注入されているものである。     Further, in the steel shaft joint structure according to claim 1, a plurality of reinforcing structures are provided so that the reinforcing material crosses the longitudinal direction of the hollow rectangular steel beam. A grout material is injected between the reinforcing material and the reinforcing material.

また、請求項10記載の角型鋼柱に角型鋼梁を接合するための継ぎ手部材は、中空の角型鋼柱の外周に嵌め込まれると共に中空の角型鋼柱に固着される角筒と、この角筒の側面にU形状の底部が前記角筒の側面より張り出し、U形状の開口部が上方に位置し、U形状の端面が前記角筒の側面に固着されると共に、中空の角型鋼梁を接合するU形状の受け部材と、このU形状の受け部材に位置する前記中空の角型鋼梁の上面を覆って前記U形状の受け部材に固着される蓋とを備えているものである。     A joint member for joining a square steel beam to the square steel column according to claim 10 is a square tube fitted into the outer periphery of a hollow square steel column and fixed to the hollow square steel column, and the square tube. The U-shaped bottom part protrudes from the side surface of the rectangular tube, the U-shaped opening is located above, the U-shaped end surface is fixed to the side surface of the rectangular tube, and a hollow rectangular steel beam is joined A U-shaped receiving member, and a lid that covers the upper surface of the hollow square steel beam positioned in the U-shaped receiving member and is fixed to the U-shaped receiving member.

請求項1記載の鉄骨軸組の仕口構造によれば、従来のように中空の角型鋼柱の中途を切断することなく、継ぎ手部材の角筒を中空の角型鋼柱の外周に嵌め込み、中空の角型鋼柱に固着するため、作業性が向上すると共に、梁は従来のような断面がH形状でなく中空の角型鋼梁であり、横荷重に対して強度を向上させる等の効果を有する。     According to the joint structure of the steel frame according to claim 1, the square tube of the joint member is fitted into the outer periphery of the hollow square steel column without cutting the middle of the hollow square steel column as in the prior art. Because it is fixed to the square steel column, the workability is improved, and the beam is a hollow square steel beam having a cross-section that is not H-shaped as in the prior art, and has the effect of improving the strength against a lateral load. .

また、請求項2記載の鉄骨軸組の仕口構造によれば、上述した請求項1記載の発明の効果に加え、角筒の側面にスリットが形成され、該スリットを介して前記角筒を中空の角型鋼柱に固着されるため、角筒を中空の角型鋼柱に強固に、しかも、簡易に固着することができる。
なお、強度調整は、スリットの長さ、幅等を変えることにより、また、該スリットの数を複数等設けることにより対応可能である。
Moreover, according to the joint structure of the steel frame assembly of claim 2, in addition to the effect of the invention of claim 1 described above, a slit is formed on a side surface of the square tube, and the square tube is formed through the slit. Since it is fixed to the hollow square steel column, the square tube can be firmly and easily fixed to the hollow square steel column.
The strength adjustment can be performed by changing the length, width, etc. of the slits, and by providing a plurality of slits.

また、請求項3記載の鉄骨軸組の仕口構造によれば、上述した請求項1記載の発明の効果に加え、中空の角型鋼梁の上面に手を入れることができる大きさの手挿入用孔が設けられているため、底部ボルト孔、底面ボルト孔を介して底側のボルトと底側のナットにより、左ボルト孔、左側面ボルト孔を介して左側のボルトと左側のナットにより、前記右ボルト孔、前記右側面ボルト孔を介して右側のボルトと右側のナットにより、U形状の受け部材と中空の角型鋼梁を簡易に連結することができ、作業性を向上させることができる。     Further, according to the joint structure of the steel frame as set forth in claim 3, in addition to the effect of the invention as set forth in claim 1, the manual insertion having a size capable of inserting a hand into the upper surface of the hollow rectangular steel beam. Because the holes are provided, the bottom bolt hole and the bottom bolt hole through the bottom bolt hole and the bottom nut, the left bolt hole and the left bolt through the left bolt hole and the left nut The U-shaped receiving member and the hollow square steel beam can be easily connected by the right bolt and the right nut through the right bolt hole and the right side bolt hole, and the workability can be improved. .

また、請求項4記載の鉄骨軸組の仕口構造によれば、上述した請求項1記載の発明の効果に加え、中空の角型鋼梁の側面の高さが高い場合、中空の角型鋼梁の左側面に手を入れることができる大きさの手挿入用角形梁側左側面孔が、前記中空の角型鋼梁の右側面に手を入れることができる大きさの手挿入用角形梁側右側面孔が、それぞれ設けられているため、左ボルト孔、左側面ボルト孔を介して左側のボルトと左側のナットにより、右ボルト孔、右側面ボルト孔を介して右側のボルトと右側のナットにより、U形状の受け部材と中空の角型鋼梁とを簡易に連結することができ、作業性を向上させることができる。     Moreover, according to the joint structure of the steel frame of claim 4, in addition to the effect of the invention of claim 1 described above, when the side surface of the hollow square steel beam is high, the hollow square steel beam The left side hole on the side of the square beam for hand insertion that is sized so that a hand can be put in the left side of the square hole on the side of the square beam for hand insertion that is sized so that a hand can be put on the right side of the hollow square steel beam. Are provided through left bolt holes and left side bolt holes, left bolts and left nuts, right bolt holes and right side bolt holes through right bolts and right nuts, U The shape receiving member and the hollow square steel beam can be easily connected, and workability can be improved.

また、請求項5記載の鉄骨軸組の仕口構造によれば、上述した請求項1記載の発明の効果に加え、蓋にスリットが形成され、該スリットを介して前記蓋を中空の角型鋼梁に固着されるため、蓋を中空の角型鋼梁に強固に、しかも、簡易に固着することができる。
なお、強度調整は、スリットの長さ、幅等を変えることにより、また、該スリットの数を複数等設けることにより対応可能である。
Moreover, according to the joint structure of the steel frame of claim 5, in addition to the effect of the invention of claim 1, the slit is formed in the lid, and the lid is formed into a hollow square steel through the slit. Since it is fixed to the beam, the lid can be firmly and easily fixed to the hollow square steel beam.
The strength adjustment can be performed by changing the length, width, etc. of the slits, and by providing a plurality of slits.

また、請求項10記載の角型鋼柱に角型鋼梁を接合するための継ぎ手部材によれば、従来のように中空の角型鋼柱の中途を切断することなく、継ぎ手部材の角筒を中空の角型鋼柱の外周に嵌め込み、中空の角型鋼柱に固着すれば良く、作業性が向上すると共に、梁は従来のような断面がH形状でなく中空の角型鋼梁を使用でき、横荷重に対して強度を向上させる等の効果を有する。     Further, according to the joint member for joining the square steel beam to the square steel column according to claim 10, the square tube of the joint member can be made hollow without cutting the middle of the hollow square steel column as in the prior art. Fit to the outer periphery of a square steel column and fix it to a hollow square steel column. This improves workability, and the beam can be a hollow square steel beam with a cross-section that is not H-shaped as in the past. On the other hand, it has the effect of improving the strength.

本発明の一実施例である鉄骨軸組の仕口構造及び角型鋼柱に角型鋼梁を接合するための継ぎ手部材を図面を参照して説明する。
図1に示す符号1は、中空の角型鋼柱2に継ぎ手部材3を介して中空の角型鋼梁4を接合した鉄骨構造である。
なお、中空の角型鋼柱2の柱の長手方向を横断する断面の外形形状及び中空の角型鋼梁4の梁の長手方向を横断する断面の外形形状は、四角形をなしている。
A joint structure for joining a square steel beam to a joint structure of a steel frame and a square steel column according to an embodiment of the present invention will be described with reference to the drawings.
Reference numeral 1 shown in FIG. 1 is a steel structure in which a hollow square steel beam 4 is joined to a hollow square steel column 2 via a joint member 3.
In addition, the external shape of the cross section that crosses the longitudinal direction of the column of the hollow square steel column 2 and the external shape of the cross section that crosses the longitudinal direction of the beam of the hollow square steel beam 4 are rectangular.

継ぎ手部材3は、中空の角型鋼柱2に中空の角型鋼梁4を接合するためのもので、図2乃至図8に示すように、角筒(略角形スリーブ)31と、この角筒(略角形スリーブ)31の側面に設けられたU形状の受け部材32と、このU形状の受け部材32の開口部32aを塞ぐと共に、U形状の受け部材32に位置する中空の角型鋼梁4の上面を覆ってU形状の受け部材32に固着される蓋33とから概略的に構成されている。     The joint member 3 is for joining the hollow square steel beam 4 to the hollow square steel column 2, and as shown in FIGS. 2 to 8, a square tube (substantially square sleeve) 31 and this square tube ( The U-shaped receiving member 32 provided on the side surface of the (substantially square sleeve) 31 and the opening 32 a of the U-shaped receiving member 32 are closed, and the hollow square steel beam 4 positioned in the U-shaped receiving member 32 is A lid 33 that covers the upper surface and is fixed to a U-shaped receiving member 32 is schematically formed.

角筒(略角形スリーブ)31は、四角形の筒状をなし、中空の角型鋼柱2の外周に嵌め込まれると共に中空の角型鋼柱2に溶接により固着される。溶接により固着される部位は、角筒(略角形スリーブ)31の上端縁部の全周に沿って、中空の角型鋼柱2の外周に溶接により固着する部位(図3に示す符号A)と、角筒(略角形スリーブ)31の下端縁部の全周に沿って、中空の角型鋼柱2の外周に溶接により固着する部位(図3に示す符号B)とを有する。     The rectangular tube (substantially rectangular sleeve) 31 has a quadrangular cylindrical shape, is fitted into the outer periphery of the hollow rectangular steel column 2 and is fixed to the hollow rectangular steel column 2 by welding. The part fixed by welding is a part (symbol A shown in FIG. 3) fixed to the outer periphery of the hollow rectangular steel column 2 along the entire circumference of the upper end edge of the rectangular tube (substantially rectangular sleeve) 31. And a portion (reference symbol B shown in FIG. 3) that is fixed to the outer periphery of the hollow square steel column 2 by welding along the entire circumference of the lower end edge portion of the rectangular tube (substantially square sleeve) 31.

角筒(略角形スリーブ)31の側面に設けられるU形状の受け部材32は、図1に示すように、一つの角筒31に4個、3個、2個と接合される中空の角型鋼梁4の数に対応して設けられている。
U形状の受け部材32は、図2に示すように、U形状の底部32bと、底部32bより立ち上がった一方側である右立ち上がり部32cと、底部32bより立ち上がった他方側である左立ち上がり部32dとから、概略的に構成されている。
また、U形状の底部32bにはボルトを通す底部ボルト孔H1が、右立ち上がり部32cにはボルトを通す右ボルト孔H2が、左立ち上がり部32dにはボルトを通す左ボルト孔H3が、それぞれ設けられている。
A U-shaped receiving member 32 provided on the side surface of a rectangular tube (substantially rectangular sleeve) 31 is a hollow rectangular steel joined to four, three, and two in one rectangular tube 31, as shown in FIG. It is provided corresponding to the number of beams 4.
As shown in FIG. 2, the U-shaped receiving member 32 includes a U-shaped bottom portion 32b, a right rising portion 32c that is one side rising from the bottom portion 32b, and a left rising portion 32d that is the other side rising from the bottom portion 32b. The above is schematically configured.
Further, the bottom bolt holes H 1 through the bolt to the bottom 32b of the U-shaped, right bolt holes H 2 through a bolt to the right upright portion 32c is, the left bolt hole H 3 through the bolt to the left upright portion 32d , Each provided.

そして、U形状の受け部材32は、図2に示すように、角筒31の側面にU形状の底部32bが角筒31の側面より張り出し、U形状の開口部32aが上方を向くように位置し、U形状の受け部材32のU形状の端面が角筒31の側面に固着されると共に、中空の角型鋼梁4と接合されるようになっている。図3に示す符号Cは、U形状の受け部材32のU形状の端面のU形状の外周に沿って、つまり、側面のみならず底面をも含んで、角筒31の側面に溶接され、U形状の受け部材32が角筒31に固着された部位であり、図3に示すU形状の受け部材32は、角筒31の4面にそれぞれ設けられているため、U形状の受け部材32のU形状の端面は角筒31の各側面毎に溶接により固着されている。    As shown in FIG. 2, the U-shaped receiving member 32 is positioned so that the U-shaped bottom portion 32 b projects from the side surface of the rectangular tube 31 and the U-shaped opening portion 32 a faces upward. The U-shaped end face of the U-shaped receiving member 32 is fixed to the side surface of the square tube 31 and is joined to the hollow square steel beam 4. 3 is welded to the side surface of the square tube 31 along the U-shaped outer periphery of the U-shaped end surface of the U-shaped receiving member 32, that is, including not only the side surface but also the bottom surface. The U-shaped receiving member 32 shown in FIG. 3 is provided on each of the four surfaces of the rectangular tube 31, so that the U-shaped receiving member 32 is fixed to the rectangular tube 31. The U-shaped end surface is fixed to each side surface of the square tube 31 by welding.

上述した溶接部位A、Bに加え、角筒31の側面には、図2に示すように、スリットSが形成されており、該スリットSを介して角筒31を中空の角型鋼柱2に、例えば、溶接により固着される。なお、スリットSの長さ、幅等は、強度を考慮し適宜設定される。
図2に示す継ぎ手部材3のスリットSは角筒31の側面の全て、つまり、4面に設けられ、図6に示すように、ある一面にはD、D、Dと3個、ある一面にはE、Eと2個、ある一面にはF、Fと2個、ある一面にはG、1個と設けられ、図6に示す符号D、E、F、Gは、スリットSを介して溶接され、角型鋼柱2と角筒31が固着された部位を示している。
In addition to the welded portions A and B described above, a slit S is formed on the side surface of the rectangular tube 31 as shown in FIG. 2, and the rectangular tube 31 is formed into a hollow rectangular steel column 2 through the slit S. For example, it is fixed by welding. Note that the length, width, and the like of the slit S are appropriately set in consideration of strength.
The slits S of the joint member 3 shown in FIG. 2 are provided on all of the side surfaces of the rectangular tube 31, that is, on four sides. As shown in FIG. 6, there are three D, D, and D on one side. 6 is provided with E, E, two on one side, F, F on two sides, G on one side, G, and one, D, E, F, G shown in FIG. A portion where the square steel column 2 and the square tube 31 are fixed is shown.

上述したように、角筒31の側面にU形状の受け部材32を固着した中空の角型鋼柱2に中空の角型鋼梁4を接合するための継ぎ手部材3は、図2及び図3に示すように、中空の角型鋼柱2の外周に嵌め込まれ、溶接により固着される。このように本実施例では、スリットSの溶接部位D、E、F、Gに加え、角筒31の上端縁の全周部に亘って中空の角型鋼柱2に固着された溶接部位A、角筒31の下端縁の全周部に亘って中空の角型鋼柱2に固着された溶接部位Bにより、継ぎ手部材3を角筒31に強固に固着している。     As described above, the joint member 3 for joining the hollow square steel beam 4 to the hollow square steel column 2 having the U-shaped receiving member 32 fixed to the side surface of the square tube 31 is shown in FIGS. Thus, it fits in the outer periphery of the hollow square steel column 2, and is fixed by welding. Thus, in this embodiment, in addition to the welded portions D, E, F, and G of the slit S, the welded portion A fixed to the hollow square steel column 2 over the entire periphery of the upper end edge of the square tube 31, The joint member 3 is firmly fixed to the rectangular tube 31 by the welded part B fixed to the hollow rectangular steel column 2 over the entire periphery of the lower end edge of the rectangular tube 31.

また、継ぎ手部材3を角筒31に固着した後、中空の角型鋼梁4を図3に示す矢印方向に移動[又は、中空の角型鋼梁4を上から下に向かって移動]させて、中空の角型鋼梁4をU形状の受け部材32の底部32bに当接させる(図4参照)。
なお、図3及び図4に示す41は、中空の角型鋼梁4の上面に設けられた手を入れることができる大きさの手挿入用孔である。また、中空の角型鋼梁4の底面には、底部ボルト孔H1に対応する底面ボルト孔42d(図7参照)が、中空の角型鋼梁4の右側面には、右ボルト孔H2に対応する右側面ボルト孔42f(図6及び図7参照)が、中空の角型鋼梁4の左側面には、左ボルト孔H3に対応する左側面ボルト孔42g(図6及び図7参照)が、それぞれ設けられている 。
従って、図7に示すように、底部ボルト孔H1、底面ボルト孔42dを介して底部のボルトTBと底部のナットTNにより、右ボルト孔H2、右側面ボルト孔42fを介して右側のボルトRBと右側のナットRNにより、左ボルト孔H3、左側面ボルト孔42gを介して左側のボルトLBと左側のナットLNにより、U形状の受け部材32と中空の角型鋼梁4が連結されるようになっている。
このように中空の角型鋼梁4の上面にボルト(又はナット)を持って手を入れることができる大きさの手挿入用孔41が設けられているため、底部ボルト孔H1、底面ボルト孔42dを介して底側のボルトTBと底側のナットTNにより、右ボルト孔H2、右側面ボルト孔42fを介して右側のボルトRBと右側のナットRNにより、左ボルト孔H3、左側面ボルト孔42gを介して左側のボルトLBと左側のナットLNにより、U形状の受け部材32と中空の角型鋼梁4を簡易に連結することができ、作業性を向上させることができる。
Further, after fixing the joint member 3 to the square tube 31, the hollow square steel beam 4 is moved in the direction of the arrow shown in FIG. 3 [or the hollow square steel beam 4 is moved from top to bottom] The hollow square steel beam 4 is brought into contact with the bottom 32b of the U-shaped receiving member 32 (see FIG. 4).
In addition, 41 shown in FIG.3 and FIG.4 is a hole for hand insertion of the magnitude | size which can put in the hand provided in the upper surface of the hollow square steel beam 4. FIG. Further, the bottom surface of the hollow square-section steel beam 4, the bottom bolt holes 42d which corresponds to the bottom bolt hole H 1 (see FIG. 7), on the right side surface of the hollow square-section steel beam 4, the right bolt holes H 2 corresponding right side bolt hole 42f (see FIGS. 6 and 7) is, on the left side surface of the hollow square-section steel beam 4, left side bolt hole 42g corresponding to the left bolt holes H 3 (see FIGS. 6 and 7) Are provided.
Accordingly, as shown in FIG. 7, the bottom bolt TB and the bottom nut TN through the bottom bolt hole H 1 and the bottom bolt hole 42d, and the right bolt through the right bolt hole H 2 and the right side bolt hole 42f. The U-shaped receiving member 32 and the hollow rectangular steel beam 4 are connected by the left bolt LB and the left nut LN via the left bolt hole H 3 and the left side bolt hole 42g by the RB and the right nut RN. It is like that.
Since the hand insertion hole 41 is provided on the upper surface of the hollow square steel beam 4 so that a hand can be inserted with a bolt (or nut), the bottom bolt hole H 1 , the bottom bolt hole, 42d through the bottom bolt TB and the bottom nut TN, the right bolt hole H 2 through the right side bolt hole 42f, the right bolt RB and the right nut RN through the left bolt hole H 3 , left side The U-shaped receiving member 32 and the hollow square steel beam 4 can be simply connected by the left bolt LB and the left nut LN through the bolt hole 42g, and workability can be improved.

また、中空の角型鋼梁4の上面を覆う蓋33には、図4及び図5に示すように、スリットSTが形成され、該スリットSTを介して蓋33を中空の角型鋼梁4に、例えば、溶接により固着している。なお、スリットSTの長さ、幅等は、強度を考慮し適宜設定される。この実施例では、4個、2個、4個、6個設けられている。また、蓋33が当接する中空の角型鋼柱2との部位、蓋33が当接する右立ち上がり部32cの上端面との部位、蓋33が当接する左立ち上がり部32dの上端面との部位も溶接により固着されている。
即ち、蓋33は平面視的に四角形で、角筒31に面する前記四角形の一辺は溶接により角筒31に固着され(溶接部位は、図5に示すX1である)、また、U形状の受け部材32の底部32bより立ち上がった一方側である右立ち上がり部32cに面する前記四角形の一辺は溶接により右立ち上がり部32cに固着され(溶接部位は、図5に示すX2である)、また、U形状の受け部材32の底部32bより立ち上がった他方側である左立ち上がり部32dに面する前記四角形の一辺は溶接により左立ち上がり部32dに固着され(溶接部位は、図5に示すX3である)、また、中空の角型鋼梁の上面に面する残りの前記四角形の一辺は中空の角型鋼梁4の上面に固着され(溶接部位は、図5に示すX4である)、更に、蓋33はスリットSTを介して中空の角型鋼梁2の上面に固着される
(溶接部位は、図5に示すX5である)。
Further, as shown in FIGS. 4 and 5, a slit ST is formed in the lid 33 covering the upper surface of the hollow square steel beam 4, and the lid 33 is formed into the hollow square steel beam 4 through the slit ST. For example, it is fixed by welding. Note that the length, width, and the like of the slit ST are appropriately set in consideration of strength. In this embodiment, four, two, four, and six are provided. Also, the part with the hollow square steel column 2 with which the lid 33 abuts, the part with the upper end surface of the right rising part 32c with which the lid 33 abuts, and the part with the upper end surface of the left rising part 32d with which the lid 33 abuts are also welded. It is fixed by.
That is, the lid 33 in a plan view to a square, one side of the rectangle facing the square tube 31 is fixed to the rectangular tube 31 by welding (welded part is X 1 shown in FIG. 5), also, U-shaped one side of the rectangle facing the risen from the bottom 32b of the receiving member 32 of a one-side right upright portion 32c is fixed to the right upright portion 32c by welding (welding site is X 2 shown in FIG. 5), Further, one side of the quadrilateral facing the left rising portion 32d, which is the other side rising from the bottom portion 32b of the U-shaped receiving member 32, is fixed to the left rising portion 32d by welding (the welding part is X 3 shown in FIG. 5). in a), also, the remaining one side of the rectangle facing the upper surface of the hollow square-section steel beam is secured to the upper surface of the hollow square-section steel beam 4 (welding site is a X 4 shown in FIG. 5), further , Lid 33 is slit ST Is fixed to the upper surface of the hollow square-section steel beam 2 through (welding site is X 5 shown in FIG. 5).

また、中空の角型鋼柱2(角型鋼柱2の長さは、例えば、25m)には、図3、図8乃至図12に示すように、耐力を高めるために、所定間隔(例えば、1m)毎に、挿入孔2aを介して補強材(節材)20が中空の角型鋼柱2の長手方向を横断するように挿入され、挿入孔2a、他の孔2b、2c、2dを介して溶接により中空の角型鋼柱2に固着されている。溶接により固着された部位をYで示す。
なお、図9乃至図12に示すように、溶接する際、裏当て金を使用しないで溶接できるようになっている。中空の角型鋼柱2内には、図示しないコンクリート等(グラウト材)を注入すると良い。補強材(節材)20と補強材(節材)20との間には、補強材(節材)20の中心に設けた孔20aを介して図示しないコンクリート等(グラウト材)が充填されるようになっている。
即ち、中空の角型鋼柱2内にコンクリート等(グラウト材)を注入することにより、補強材(節材)20の持つ拘束力により中空の角型鋼柱2内の面内座屈が起こりにくく、特に、地震等において、中空の角型鋼柱2に掛かる曲げモーメント、剪断力、軸力共にその耐力が極めて大きくなり、また、中空の角型鋼柱2に掛かる垂直荷重による座屈力に対するその耐力が大変高くなり、中空の角型鋼柱2内にコンクリート等(グラウト材)が内在することにより、コンクリート等(グラウト材)が空気に触れないことにより酸化を防いで、コンクリート等(グラウト材)本来のアルカリ性をより長期に亘って維持することができ、更に、角型鋼柱2、継ぎ手部材3及びコンクリート等(グラウト材)の合成剛性力によって仕口部の角型鋼梁4による応力伝達が極めて高くなる等の利点を有する。
なお、耐力が不足しない場合には、中空の角型鋼柱2内の補強材(節材)20、図示しないコンクリート等(グラウト材)を適宜省略することもできる。
逆に、中空の角型鋼梁4において、耐力が不足する場合には、中空の角型鋼柱2と同様、中空の角型鋼梁4内に、補強材(節材)20、図示しないコンクリート等(グラウト材)[図示しないコンクリート等(グラウト材)は、補強材(節材)20と補強材(節材)20との間、全てでなく部分的に設けても良い。]を適宜設けるようにしても良い[図9乃至図12に示す( )は、中空の角型鋼柱2を中空の角型鋼梁4に置き換えた場合を示している。]。
Further, as shown in FIGS. 3 and 8 to 12, the hollow square steel column 2 (the length of the square steel column 2 is, for example, 25 m), as shown in FIGS. ), The reinforcing member (node member) 20 is inserted through the insertion hole 2a so as to cross the longitudinal direction of the hollow square steel column 2, and is inserted through the insertion hole 2a and the other holes 2b, 2c, 2d. It is fixed to the hollow square steel column 2 by welding. A portion fixed by welding is indicated by Y.
In addition, as shown in FIG. 9 thru | or FIG. 12, when welding, it can weld without using a backing metal. It is preferable to inject concrete or the like (grouting material) (not shown) into the hollow square steel column 2. Between the reinforcing member (node member) 20 and the reinforcing member (node member) 20, concrete (not shown) (grouting material) is filled through a hole 20 a provided in the center of the reinforcing member (node member) 20. It is like that.
That is, by injecting concrete or the like (grouting material) into the hollow square steel column 2, the in-plane buckling in the hollow square steel column 2 is less likely to occur due to the restraining force of the reinforcing material (node member) 20, In particular, in the event of an earthquake, the bending moment, shearing force, and axial force applied to the hollow rectangular steel column 2 are extremely large, and the resistance to buckling force due to the vertical load applied to the hollow rectangular steel column 2 is high. It becomes very high, and concrete etc. (grouting material) is contained in the hollow square steel column 2, so that the concrete etc. (grouting material) does not come into contact with the air to prevent oxidation. The alkalinity can be maintained for a longer period of time, and further, the square steel beam 4 of the joint is formed by the combined rigidity of the square steel column 2, the joint member 3 and the concrete (grouting material). That stress transfer has advantages such as very high.
In addition, when the proof stress is not insufficient, the reinforcing material (node member) 20 in the hollow square steel column 2, concrete (not shown), etc. (grouting material) can be omitted as appropriate.
On the contrary, when the proof stress is insufficient in the hollow square steel beam 4, the reinforcing material (member material) 20, concrete (not shown), etc. (in the hollow square steel beam 4) as in the hollow square steel column 2 ( Grout material) [Concrete or the like (grouting material) (not shown) may be provided between the reinforcing material (node material) 20 and the reinforcing material (node material) 20 instead of all. ] () Shown in FIGS. 9 to 12 shows a case where the hollow square steel column 2 is replaced with a hollow square steel beam 4. ].

また、中空の角型鋼梁4が横に長い場合、横継ぎ手部材5を使用して接合するようにしている(図13及び図14参照)。
即ち、横継ぎ手部材5は角筒形状で、横継ぎ手部材5の上面には手を入れることができる大きさの手挿入用孔51、52、スリット53が、横継ぎ手部材5の正面には正面ボルト孔54が、横継ぎ手部材5の背面には背面ボルト孔55が、横継ぎ手部材5の底面には底面ボルト孔56が、それぞれ設けられている。
中空の角型鋼梁4の一方の上面には、手挿入用孔52に対応する梁側手挿入用孔44が、中空の角型鋼梁4の正面には梁側正面ボルト孔45が、中空の角型鋼梁4の背面には梁側ボルト孔46が、中空の角型鋼梁4の底面には梁側底面ボルト孔47が、それぞれ設けられている。
中空の角型鋼梁4の他方の上面には、手挿入用孔51に対応する梁側手挿入用孔42が、中空の角型鋼梁4の正面には梁側正面ボルト孔43が、中空の角型鋼梁4の背面には梁側ボルト孔(図示せず)が、中空の角型鋼梁4の底面には梁側底面ボルト孔(図示せず)が、それぞれ設けられている。
そして、手挿入用孔52に梁側手挿入用孔44が、正面ボルト孔54に梁側正面ボルト孔45が、背面ボルト孔55に梁側ボルト孔46が、底面ボルト孔56に梁側底面ボルト孔47が、
手挿入用孔51に梁側手挿入用孔42が、正面ボルト孔54に梁側正面ボルト孔43が、背面ボルト孔55に他方の中空の角型鋼梁4の背面に設けられた梁側ボルト孔(図示せず)が、底面ボルト孔56に他方の中空の角型鋼梁4の底面に設けられた梁側底面ボルト孔(図示せず)が、それぞれ対応するように、中空の角型鋼梁4の一方と中空の角型鋼梁4の他方を横継ぎ手部材5内に入れ、ボルト(図示せず)に、該ボルト(図示せず)に対応するナットN1 、N2 、N3を係合させて、横継ぎ手部材5を介して中空の角型鋼梁4の一方と中空の角型鋼梁4の他方とを連結するようにしている。その後、スリット53、プレートF1、プレートF2を介して溶接により横継ぎ手部材5を介して中空の角型鋼梁4の一方と中空の角型鋼梁4の他方との連結を強固のものとしている。
なお、プレートF1は手挿入用孔52内に入る大きさで、プレートF1と手挿入用孔52との間の間隙を溶接により充填接合するもので、Y1は溶接による接合部位である。プレートF2は手挿入用孔51内に入る大きさで、プレートF2と手挿入用孔51との間の間隙を溶接により充填接合するもので、Y2は溶接による接合部位である。Y3 はスリット53を介して横継ぎ手部材5を中空の角型鋼梁4に接合する溶接による接合部位である。
Moreover, when the hollow square steel beam 4 is long horizontally, it joins using the horizontal joint member 5 (refer FIG.13 and FIG.14).
That is, the horizontal joint member 5 is in the shape of a rectangular tube, and the upper surface of the horizontal joint member 5 has hand insertion holes 51 and 52 and a slit 53 that are large enough to allow a hand to be inserted. The bolt hole 54 is provided with a back surface bolt hole 55 on the back surface of the horizontal joint member 5, and a bottom surface bolt hole 56 on the bottom surface of the horizontal joint member 5.
On one upper surface of the hollow square steel beam 4, a beam side manual insertion hole 44 corresponding to the hand insertion hole 52 is formed, and on the front side of the hollow square steel beam 4, a beam side front bolt hole 45 is formed. A beam-side bolt hole 46 is provided on the back surface of the square steel beam 4, and a beam-side bottom bolt hole 47 is provided on the bottom surface of the hollow square steel beam 4.
On the other upper surface of the hollow square steel beam 4, a beam side hand insertion hole 42 corresponding to the hand insertion hole 51 is formed, and on the front side of the hollow square steel beam 4, a beam side front bolt hole 43 is formed. A beam-side bolt hole (not shown) is provided on the back surface of the square steel beam 4, and a beam-side bottom bolt hole (not shown) is provided on the bottom surface of the hollow square steel beam 4.
The beam side hand insertion hole 44 is formed in the hand insertion hole 52, the beam side front bolt hole 45 is formed in the front bolt hole 54, the beam side bolt hole 46 is formed in the rear bolt hole 55, and the beam side bottom surface is formed in the bottom bolt hole 56. Bolt hole 47 is
The beam-side hand insertion hole 42 is provided in the manual insertion hole 51, the beam-side front bolt hole 43 is provided in the front bolt hole 54, and the beam-side bolt provided in the back surface of the other hollow square steel beam 4 in the back bolt hole 55. Hollow square steel beams so that holes (not shown) correspond to bottom bolt holes 56 and beam side bottom bolt holes (not shown) provided on the bottom surface of the other hollow square steel beam 4, respectively. 4 and the other one of the hollow square steel beams 4 are placed in a transverse joint member 5 and nuts N 1 , N 2 and N 3 corresponding to the bolts (not shown) are engaged with the bolts (not shown). In combination, one of the hollow rectangular steel beams 4 and the other of the hollow rectangular steel beams 4 are connected via the transverse joint member 5. Thereafter, the connection between one of the hollow rectangular steel beams 4 and the other of the hollow rectangular steel beams 4 is made strong through the transverse joint member 5 by welding through the slits 53, the plates F 1 and the plates F 2 . .
The plate F 1 is sized to fit into the manual insertion hole 52, and the gap between the plate F 1 and the manual insertion hole 52 is filled and joined by welding, and Y 1 is a joining part by welding. . The plate F 2 is sized to fit into the manual insertion hole 51, and the gap between the plate F 2 and the manual insertion hole 51 is filled and joined by welding, and Y 2 is a welding joint part. Y 3 is a joint portion by welding for joining the transverse joint member 5 to the hollow square steel beam 4 through the slit 53.

なお、図13及び図14においては、中空の角型鋼梁4が横に長い場合、角筒形状の横継ぎ手部材5を使用して接合するようにしたが、本発明にあってはこれに限らず、図示しないが、上述したU形状の受け部材32、該U形状の受け部材32に固着される蓋33
と同様、図14に記載の横継ぎ手部材5の手挿入用孔51、52、スリット53を有する面を分離、つまり、手挿入用孔51、52、スリット53を有する面と、U形状の受け部材とし、該U形状の受け部材と前記した手挿入用孔51、52、スリット53を有する面とを溶接により接合するようにしても良い。
In FIG. 13 and FIG. 14, when the hollow square steel beam 4 is long horizontally, it is joined using the square tube-shaped transverse joint member 5. However, the present invention is not limited to this. Although not shown, the U-shaped receiving member 32 and the lid 33 fixed to the U-shaped receiving member 32 are described above.
14, the surface having the hand insertion holes 51 and 52 and the slit 53 of the horizontal joint member 5 shown in FIG. 14 is separated, that is, the surface having the hand insertion holes 51 and 52 and the slit 53, and the U-shaped receiver. As a member, the U-shaped receiving member and the surface having the manual insertion holes 51 and 52 and the slit 53 may be joined by welding.

また、中空の角型鋼梁4の高さ寸法Hが、図15に示すように大きくなると、図4に示すような中空の角型鋼梁4の上面に設けた手挿入用孔41では、対応することができない(なお、図15乃至図17においては、上述と同じ部分に同一符号を付して一部その説明を省略している。)。
即ち、図15乃至図17に示すように、中空の角型鋼梁4の左側面に手を入れることができる大きさの手挿入用角形梁側左側面孔4aが、中空の角形梁4の右側面に手を入れることができる大きさの手挿入用角形梁側右側面孔4b(図17参照)が、それぞれ設けられている。
また、左立ち上がり部32dの面に手挿入用角形梁側左側面孔4aに対応する手挿入用左立ち上がり部側左側面孔32d’が、右立ち上がり部32cの面に手挿入用角形梁側右側面孔4bに対応する手挿入用右立ち上がり部側右側面孔32c’が、それぞれ設けられ、上述した図7記載の実施例と同様、図17(a)に示すように、底部ボルト孔H1、底面ボルト孔42dを介して底部のボルトTBと底部のナットTNにより、右ボルト孔H2、右側面ボルト孔42fを介して右側のボルトRBと右側のナットRNにより、左ボルト孔H3、左側面ボルト孔42gを介して左側のボルトLBと左側のナットLNにより、U形状の受け部材32と中空の角型鋼梁4が連結されるようになっている。
更に、図16に示す蓋33により中空の角型鋼梁4の上面は覆われ、スリットSTを介して蓋33は、中空の角型鋼梁4に溶接により固着される。
なお、手挿入用角形梁側左側面孔4aは手挿入用左立ち上がり部側左側面孔32d’内に位置させたプレートF2’を介して塞がれると共にプレートF2’を介して溶接による接合により左立ち上がり部32dは中空の角型鋼梁4に接合される[図17(b)参照]。同様に、手挿入用角形梁側右側面孔4bは手挿入用右立ち上がり部側右側面孔32c’内に位置させたプレートF1’を介して塞がれると共にプレートF1’を介して溶接による接合により右立ち上がり部32cは中空の角型鋼梁4に接合されるようになっている。
また、手挿入用角形梁側左側面孔4a、手挿入用角形梁側右側面孔4bは、場合により、何れか一つあれば良い。かかる場合、手挿入用角形梁側側面孔(4a又4b)は1個となり、右立ち上がり部32cの面又は左立ち上がり部32dの面に手挿入用角形梁側側面孔(4a又4b)に対応する部位は、手挿入用立ち上がり部側側面孔(32c’又は32d’)となる。
Further, when the height dimension H of the hollow square steel beam 4 is increased as shown in FIG. 15, it corresponds to the hand insertion hole 41 provided on the upper surface of the hollow square steel beam 4 as shown in FIG. (In FIGS. 15 to 17, the same parts as those described above are denoted by the same reference numerals and description thereof is partially omitted).
That is, as shown in FIGS. 15 to 17, the square beam side left side hole 4 a for inserting the hand into the left side surface of the hollow square steel beam 4 is formed on the right side surface of the hollow square beam 4. The right side hole 4b (see FIG. 17) on the side of the square beam for hand insertion, which is sized so that a hand can be put in, is provided.
Further, a left side hole 32d ′ for hand insertion corresponding to the left side hole 4a on the left side of the left rising part 32d corresponds to the left side hole 32d ′ for left side of the hand insertion corresponding to the left side hole 4a for hand insertion. The right rising portion side right side surface hole 32c ′ corresponding to the above is provided, and as shown in FIG. 17A, the bottom bolt hole H 1 and the bottom bolt hole are provided, as in the embodiment shown in FIG. 42d through the bottom bolt TB and bottom nut TN, right bolt hole H 2 through the right side bolt hole 42f, right bolt RB and right nut RN through the left bolt hole H 3 , left side bolt hole The U-shaped receiving member 32 and the hollow rectangular steel beam 4 are connected by the left bolt LB and the left nut LN via 42g.
Further, the upper surface of the hollow square steel beam 4 is covered with a lid 33 shown in FIG. 16, and the lid 33 is fixed to the hollow square steel beam 4 by welding via the slit ST.
In addition, the square beam side left side hole 4a for manual insertion is blocked by a plate F 2 ′ located in the left side hole 32d ′ on the left rising part side for manual insertion and is joined by welding via the plate F 2 ′. The left rising portion 32d is joined to the hollow square steel beam 4 [see FIG. 17 (b)]. Similarly, the square beam side right side hole 4b for manual insertion is closed via a plate F 1 'positioned in the right side hole 32c' for right rising part for manual insertion and welded via the plate F 1 '. Accordingly, the right rising portion 32c is joined to the hollow square steel beam 4.
Moreover, the square beam side left side hole 4a for manual insertion and the right side hole 4b on the square beam side for manual insertion may be any one in some cases. In such a case, there is only one square beam side hole (4a or 4b) for manual insertion and corresponds to the square beam side hole (4a or 4b) for manual insertion on the surface of the right rising part 32c or the surface of the left rising part 32d. The site to be used is the side insertion hole (32c ′ or 32d ′) for the hand-inserted rising portion.

従って、上述した鉄骨軸組1の仕口構造によれば、従来のように中空の角型鋼柱の中途を切断することなく、継ぎ手部材3の角筒31を中空の角型鋼柱2の外周に嵌め込み、中空の角型鋼柱2に固着するため、作業性が向上すると共に、梁は従来のような断面がH形状でなく中空の角型鋼梁4であり、横荷重に対して強度を向上させる等の効果を有する。     Therefore, according to the joint structure of the steel frame assembly 1 described above, the square tube 31 of the joint member 3 is placed on the outer periphery of the hollow square steel column 2 without cutting the middle of the hollow square steel column as in the prior art. Since it is fitted and fixed to the hollow square steel column 2, workability is improved and the beam is a hollow square steel beam 4 having a cross-section that is not H-shaped as in the prior art, and improves strength against lateral loads. It has effects such as.

図1は、本発明の一実施例の鉄骨軸組の仕口構造を用いた鉄骨骨組み構造の概略的斜視図である。FIG. 1 is a schematic perspective view of a steel frame structure using a steel frame joint structure according to an embodiment of the present invention. 図2は、図1の鉄骨軸組の仕口構造を組み立てる前の状態を示すもので、継ぎ手部材が中空の角型鋼柱に嵌め込まれる前の状態を示す概略的斜視図である。FIG. 2 is a schematic perspective view showing a state before the joint structure of the steel frame shown in FIG. 1 is assembled, and showing a state before the joint member is fitted into a hollow square steel column. 図3は、図2の継ぎ手部材が中空の角型鋼柱に固着され、中空の角型鋼梁が接合される前の状態の概略的斜視図である。FIG. 3 is a schematic perspective view of a state before the joint member of FIG. 2 is fixed to a hollow square steel column and a hollow square steel beam is joined. 図4は、図3の継ぎ手部材の底部に中空の角型鋼梁が設置され、該中空の角型鋼梁の上面に蓋が設置される前の状態の概略的斜視図である。FIG. 4 is a schematic perspective view of a state before a hollow square steel beam is installed at the bottom of the joint member of FIG. 3 and a lid is not installed on the upper surface of the hollow square steel beam. 図5は、図4の中空の角型鋼梁の上面に蓋が設置され、溶接により接合された状態の概略的斜視図である。FIG. 5 is a schematic perspective view of a state in which a lid is installed on the upper surface of the hollow rectangular steel beam of FIG. 4 and joined by welding. 図6は、図5の6−6線による概略的断面図である。6 is a schematic cross-sectional view taken along line 6-6 of FIG. 図7は、図6の7−7線による概略的断面図である。7 is a schematic cross-sectional view taken along line 7-7 of FIG. 図8は、図1の鉄骨軸組の仕口構造の一部である中空の角型鋼柱の概略的正断面図である。FIG. 8 is a schematic front sectional view of a hollow square steel column which is a part of the joint structure of the steel frame shown in FIG. 図9は、図4の中空の角型鋼柱(又は中空の角型鋼梁)に補強材(節材)を入れる前の角型鋼柱(又は中空の角型鋼梁)の概略的断面図である。FIG. 9 is a schematic cross-sectional view of a square steel column (or a hollow square steel beam) before a reinforcing material (node material) is put into the hollow square steel column (or hollow square steel beam) of FIG. 4. 図10は、図9の補強材(節材)を角型鋼柱(又は中空の角型鋼梁)に入れ溶接により固着した状態の図9の10ー10線による概略的断面図である。FIG. 10 is a schematic cross-sectional view taken along line 10-10 of FIG. 9 in a state where the reinforcing material (node material) of FIG. 9 is put into a square steel column (or a hollow square steel beam) and fixed by welding. 図11は、図10の一部を拡大して示す概略的一部拡大断面図である。FIG. 11 is a schematic partially enlarged sectional view showing a part of FIG. 10 in an enlarged manner. 図12は、図10の一部を拡大して示す概略的一部拡大断面図である。FIG. 12 is a schematic partially enlarged sectional view showing a part of FIG. 10 in an enlarged manner. 図13は、図1の中空の角型鋼梁が横に長い場合、横継ぎ手部材を使用して接合されているものを示すもので、(a)は平面図、(b)は正面図、(c)は底面図である。FIGS. 13A and 13B show a case where the hollow rectangular steel beam of FIG. 1 is long in the lateral direction and is joined using a transverse joint member, where FIG. 13A is a plan view, FIG. 13B is a front view, FIG. c) is a bottom view. 図14は、図13を分解して示す概略的分解斜視図である。FIG. 14 is a schematic exploded perspective view showing FIG. 13 in an exploded manner. 図15は、図3の他の実施例を示すもので、継ぎ手部材が中空の角型鋼柱に固着され、中空の角型鋼梁が接合される前の状態の概略的斜視図である。FIG. 15 shows another embodiment of FIG. 3, and is a schematic perspective view showing a state before the joint member is fixed to the hollow square steel column and the hollow square steel beam is joined. 図16は、図15の継ぎ手部材の底部に中空の角型鋼梁が設置され、該中空の角型鋼梁の上面に蓋が設置される前後の状態の概略的斜視図である。FIG. 16 is a schematic perspective view of a state before and after a hollow square steel beam is installed at the bottom of the joint member of FIG. 15 and a lid is installed on the upper surface of the hollow square steel beam. 図17(a)は、図16の17−17線による概略的断面図であり、(b)は図17(a)の一部を拡大した概略的一部拡大断面図である。17A is a schematic cross-sectional view taken along line 17-17 in FIG. 16, and FIG. 17B is a schematic partial enlarged cross-sectional view in which a part of FIG. 17A is enlarged.

符号の説明Explanation of symbols

1 鉄骨軸組
2 中空の角型鋼柱
3 継ぎ手部材
4 中空の角型鋼梁
31 角筒
32 U形状の受け部材
32a U形状の開口部
32b U形状の底部
33 蓋
DESCRIPTION OF SYMBOLS 1 Steel frame 2 Hollow square steel pillar 3 Joint member 4 Hollow square steel beam 31 Square tube 32 U-shaped receiving member 32a U-shaped opening 32b U-shaped bottom 33 Lid

Claims (10)

  1. 中空の角型鋼柱に継ぎ手部材を介して中空の角型鋼梁を接合する鉄骨軸組の仕口構造であって、
    この継ぎ手部材は、
    前記中空の角型鋼柱の外周に嵌め込まれると共に前記中空の角型鋼柱に固着された角筒と、
    この角筒の側面にU形状の底部が前記角筒の側面より張り出し、U形状の開口部が上方を向くように位置し、U形状の端面が前記角筒の側面に固着されると共に、前記中空の角型鋼梁を接合するU形状の受け部材と、
    このU形状の受け部材に位置する前記中空の角型鋼梁の上面を覆って前記U形状の受け部材に固着される蓋とを備えていることを特徴とする鉄骨軸組の仕口構造。
    A steel frame joint structure for joining a hollow square steel beam to a hollow square steel column via a joint member,
    This joint member
    A square tube fitted to the outer periphery of the hollow square steel column and fixed to the hollow square steel column;
    A U-shaped bottom portion protrudes from the side surface of the square tube on the side surface of the square tube, and a U-shaped opening is positioned upward, and a U-shaped end surface is fixed to the side surface of the square tube. A U-shaped receiving member for joining hollow square steel beams;
    A steel-framed joint structure comprising: a lid that covers an upper surface of the hollow square steel beam positioned on the U-shaped receiving member and is fixed to the U-shaped receiving member.
  2. 角筒の側面にスリットが形成され、該スリットを介して前記角筒を中空の角型鋼柱に固着されることを特徴とする請求項1記載の鉄骨軸組の仕口構造。     2. A steel frame joint structure according to claim 1, wherein a slit is formed on a side surface of the square tube, and the square tube is fixed to a hollow square steel column through the slit.
  3. U形状の受け部材の底部にはボルトを通す底部ボルト孔が、前記U形状の受け部材の底部より立ち上がった一方側である右立ち上がり部の面にボルトを通す右ボルト孔が、他方側である左立ち上がり部の面にボルトを通す左ボルト孔が、それぞれ設けられ、
    前記中空の角型鋼梁の底面に前記底部ボルト孔に対応する底面ボルト孔が、前記中空の角型鋼梁の左側面に前記左ボルト孔に対応する左側面ボルト孔が、前記中空の角型鋼梁の右側面に前記右ボルト孔に対応する右側面ボルト孔が、それぞれ設けられ、
    前記中空の角型鋼梁の上面に手を入れることができる大きさの手挿入用孔が設けられ、
    前記底部ボルト孔、前記底面ボルト孔を介して底側のボルトと底側のナットにより、前記左ボルト孔、前記左側面ボルト孔を介して左側のボルトと左側のナットにより、前記右ボルト孔、前記右側面ボルト孔を介して右側のボルトと右側のナットにより、前記U形状の受け部材と前記中空の角型鋼梁が連結されていることを特徴とする請求項1記載の鉄骨軸組の仕口構造。
    The bottom bolt hole through which the bolt passes is at the bottom of the U-shaped receiving member, and the right bolt hole through which the bolt passes through the surface of the right rising portion that is one side rising from the bottom of the U-shaped receiving member is the other side. Left bolt holes for passing bolts on the surface of the left rising part are provided,
    A bottom bolt hole corresponding to the bottom bolt hole is formed on the bottom surface of the hollow square steel beam, and a left side bolt hole corresponding to the left bolt hole is formed on the left side surface of the hollow square steel beam. Right side bolt holes corresponding to the right bolt holes are respectively provided on the right side surfaces of
    Provided with a hand insertion hole of a size capable of placing a hand on the upper surface of the hollow square steel beam,
    The bottom bolt hole, the bottom bolt through the bottom bolt hole and the bottom nut, the left bolt hole, the left bolt through the left bolt hole and the left nut, the right bolt hole, 2. The steel shaft assembly according to claim 1, wherein the U-shaped receiving member and the hollow square steel beam are connected to each other by a right bolt and a right nut through the right side bolt hole. Mouth structure.
  4. U形状の受け部材の底部にはボルトを通す底部ボルト孔が、U形状の受け部材の底部より立ち上がった一方側である右立ち上がり部の面にボルトを通す右ボルト孔が、他方側である左立ち上がり部の面にボルトを通す左ボルト孔が、それぞれ設けられ、
    前記中空の角型鋼梁の底面に前記底部ボルト孔に対応する底面ボルト孔が、中空の角型鋼梁の左側面に前記左ボルト孔に対応する左側面ボルト孔が、前記中空の角型鋼梁の右側面に前記右ボルト孔に対応する右側面ボルト孔が、それぞれ設けられ、
    前記中空の角型鋼梁の側面に手を入れることができる大きさの手挿入用角形梁側側面孔が設けられ、
    前記右立ち上がり部の面に又は前記左立ち上がり部の面に前記手挿入用角形梁側側面孔に対応する手挿入用立ち上がり部側側面孔が設けられ、
    前記底部ボルト孔、前記底面ボルト孔を介して底側のボルトと底側のナットにより、前記左ボルト孔、前記左側面ボルト孔を介して左側のボルトと左側のナットにより、前記右ボルト孔、前記右側面ボルト孔を介して右側のボルトと右側のナットにより、前記U形状の受け部材と前記中空の角型鋼梁が連結されていることを特徴とする請求項1記載の鉄骨軸組の仕口構造。
    The bottom bolt hole through which the bolt passes is formed at the bottom of the U-shaped receiving member, and the right bolt hole through which the bolt passes through the surface of the right rising portion which is one side rising from the bottom of the U-shaped receiving member is the left side which is the other side. Left bolt holes for passing bolts on the surface of the rising part are provided,
    A bottom bolt hole corresponding to the bottom bolt hole is formed on the bottom surface of the hollow square steel beam, and a left side bolt hole corresponding to the left bolt hole is formed on the left side surface of the hollow square steel beam. Right side bolt holes corresponding to the right bolt holes are provided on the right side, respectively.
    A square beam-side side hole for hand insertion of a size capable of putting a hand into the side of the hollow square steel beam is provided,
    On the surface of the right rising portion or on the surface of the left rising portion, a hand insertion rising portion side surface hole corresponding to the hand insertion square beam side surface hole is provided,
    The bottom bolt hole, the bottom bolt through the bottom bolt hole and the bottom nut, the left bolt hole, the left bolt through the left bolt hole and the left nut, the right bolt hole, 2. The steel shaft assembly according to claim 1, wherein the U-shaped receiving member and the hollow square steel beam are connected to each other by a right bolt and a right nut through the right side bolt hole. Mouth structure.
  5. 蓋は平面視的に四角形で、
    中空の角型鋼柱に面する前記四角形の一辺は溶接により角筒に固着され、
    U形状の受け部材の底部より立ち上がった一方側である右立ち上がり部に面する前記四角形の一辺は溶接により前記右立ち上がり部に固着され、
    前記U形状の受け部材の底部より立ち上がった他方側である左立ち上がり部に面する前記四角形の一辺は溶接により前記左立ち上がり部に固着され、
    中空の角型鋼梁の上面に面する残りの前記四角形の一辺は前記中空の角型鋼梁の上面に固着され、
    前記蓋にスリットが形成され、該スリットを介して前記蓋は前記中空の角型鋼梁の上面に固着されることを特徴とする請求項1記載の鉄骨軸組の仕口構造。
    The lid is square in plan view.
    One side of the square facing the hollow square steel column is fixed to the square tube by welding,
    One side of the square facing the right rising part, which is one side rising from the bottom of the U-shaped receiving member, is fixed to the right rising part by welding,
    One side of the square facing the left rising part which is the other side rising from the bottom of the U-shaped receiving member is fixed to the left rising part by welding,
    One side of the remaining square facing the upper surface of the hollow square steel beam is fixed to the upper surface of the hollow square steel beam,
    2. The steel frame joint structure according to claim 1, wherein a slit is formed in the lid, and the lid is fixed to an upper surface of the hollow square steel beam through the slit.
  6. 補強材が中空の角型鋼柱の長手方向を横断するように設けられていることを特徴とする請求項1〜5記載の鉄骨軸組の仕口構造。     6. The steel shaft joint structure according to claim 1, wherein the reinforcing material is provided so as to cross a longitudinal direction of the hollow square steel column.
  7. 補強材が中空の角型鋼柱の長手方向を横断するように複数設けられ、前記補強材と前記補強材との間にグラウト材が注入されていることを特徴とする請求項1〜5記載の鉄骨軸組の仕口構造。     The reinforcing material is provided in plural so as to cross the longitudinal direction of the hollow square steel column, and a grout material is injected between the reinforcing material and the reinforcing material. Steel frame assembly structure.
  8. 補強材が中空の角型鋼梁の長手方向を横断するように設けられていることを特徴とする請求項1〜5記載の鉄骨軸組の仕口構造。     6. The steel frame joint structure according to claim 1, wherein the reinforcing member is provided so as to cross a longitudinal direction of the hollow square steel beam.
  9. 補強材が中空の角型鋼梁の長手方向を横断するように複数設けられ、前記補強材と前記補強材との間にグラウト材が注入されていることを特徴とする請求項1〜5記載の鉄骨軸組の仕口構造。
    The reinforcing material is provided in plural so as to cross the longitudinal direction of the hollow square steel beam, and a grout material is injected between the reinforcing material and the reinforcing material. Steel frame assembly structure.
  10. 中空の角型鋼柱の外周に嵌め込まれると共に中空の角型鋼柱に固着される角筒と、
    この角筒の側面にU形状の底部が前記角筒の側面より張り出し、U形状の開口部が上方に位置し、U形状の端面が前記角筒の側面に固着されると共に、中空の角型鋼梁を接合するU形状の受け部材と、
    このU形状の受け部材に位置する前記中空の角型鋼梁の上面を覆って前記U形状の受け部材に固着される蓋とを備えていることを特徴とする角型鋼柱に角型鋼梁を接合するための継ぎ手部材。
    A square tube fitted to the outer periphery of the hollow square steel column and fixed to the hollow square steel column;
    A U-shaped bottom portion projects from the side surface of the rectangular tube, a U-shaped opening is positioned above the U-shaped end surface, and a U-shaped end surface is fixed to the side surface of the rectangular tube. A U-shaped receiving member for joining the beams;
    A square steel beam is joined to a square steel column, comprising a lid that covers an upper surface of the hollow square steel beam positioned on the U-shaped receiving member and is fixed to the U-shaped receiving member. A joint member for
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012167462A (en) * 2011-02-13 2012-09-06 Hirayama Setsubi Kogyo Co Ltd Joint member, joint structure using the same, and steel-frame building
KR101212341B1 (en) 2011-05-11 2012-12-13 (주) 동양구조안전기술 Single Layer Free Form Node
JP2013185340A (en) * 2012-03-07 2013-09-19 Asahi Kasei Homes Co Junction structure of long member
JP2017206943A (en) * 2016-05-16 2017-11-24 ヨン ジョン,ビョン Independent basic structure for joining column and beam
US9932734B1 (en) * 2016-10-03 2018-04-03 Roger Winter Deck component with post sleeve and flanges
JP2018141354A (en) * 2017-02-24 2018-09-13 ニュー ワールド チャイナ ランド リミテッド Prefabricated structural system and assembling method therefor
US10174498B2 (en) 2016-10-03 2019-01-08 Roger Winter Deck component with post sleeve and flanges
US10626594B2 (en) 2017-02-24 2020-04-21 New World China Land Limited Fabricated structural system and assembling method thereof

Families Citing this family (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7806630B2 (en) * 2007-10-30 2010-10-05 Wahoo Docks Docking system with joint supports
AU2009101337A4 (en) * 2008-04-21 2010-04-01 Prestmac Pty Ltd Building system
CN101886431A (en) * 2010-07-12 2010-11-17 朱建华 Connecting structure for nested composite sections
US8640419B2 (en) * 2011-02-18 2014-02-04 Senvex Co., Ltd. Method of constructing prefabricated steel reinforced concrete (PSRC) column using angle steels and PSRC column using angle steels
EP2589717A1 (en) * 2011-11-07 2013-05-08 MetalRi snc Concrete and steel structural node to connect beams to column
CN103452188B (en) * 2012-04-25 2015-07-08 株式会社Drb东一 Steel frame structure using u-shaped composite beam
US8789335B2 (en) * 2012-07-25 2014-07-29 Tait Towers Manufacturing, LLC. Portable structure
US9366020B2 (en) * 2012-11-06 2016-06-14 Fc Modular, Llc Modular building unit connection system
US8887461B2 (en) * 2013-02-19 2014-11-18 Ctb Midwest, Inc. Structural tube
CN103233510B (en) * 2013-04-24 2015-08-12 北京工业大学 Can window hole steel truss support and containing this support steel truss tubular construction
ES2523757B1 (en) * 2013-05-30 2015-09-08 Félix Víctor DÍAZ HERMOSO Modular system for the construction of residential spaces and connecting piece for the execution of said system
WO2016036564A1 (en) 2014-09-02 2016-03-10 Brigham Young University Moment-resiting frames, kits for assembling the same, and methods of repairing the same
AU2014101401B4 (en) * 2014-11-26 2015-07-09 Andrew Pridham A modular platform assembly and a method of assembling a modular platform
US9334642B1 (en) * 2015-04-14 2016-05-10 Senqcia Corporation Connection structure of column and beam, and reinforcing member
WO2016170553A1 (en) * 2015-04-24 2016-10-27 Spellucci Gianfranco Improved column for realizing prefabricated structures, particularly for realizing modular parkings
USD790637S1 (en) * 2015-09-18 2017-06-27 Jeff NILSSON Parts for a toy construction set
US10119265B2 (en) * 2015-11-05 2018-11-06 Carbon Development Services, LLC Building frame connector and method of use
US10689876B2 (en) 2015-12-09 2020-06-23 Durafuse Frames, Llc Beam-to-column connection systems and moment-resisting frames including the same
MX2018006880A (en) * 2015-12-09 2018-11-09 Univ Brigham Young Beam-to-column connection systems and moment-resisting frames including the same.
ITUB20169963A1 (en) * 2016-01-13 2017-07-13 Federico Lestini Modular building structure with related integrated systems
US20170314254A1 (en) * 2016-05-02 2017-11-02 Mitek Holdings, Inc. Moment resisting bi-axial beam-to-column joint connection
JP6823950B2 (en) * 2016-07-01 2021-02-03 センクシア株式会社 Joining structure and method of joining columns and beams
CN106013441A (en) * 2016-07-13 2016-10-12 李波 Connecting casing with steel structure
US10179991B2 (en) * 2016-10-03 2019-01-15 Mitek Holdings, Inc. Forming column assemblies for moment resisting bi-axial beam-to-column joint connections
US10422140B2 (en) * 2016-10-05 2019-09-24 Danny P. Mitchell Screen enclosure support assembly
US10260235B1 (en) * 2017-09-25 2019-04-16 Pravin Nanayakkara Construction metallic trapezoidal systems
US10538906B2 (en) * 2017-09-26 2020-01-21 Pravin Nanayakkara Composite floor joist

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS564101Y2 (en) * 1975-07-16 1981-01-29
JP2002201719A (en) * 2000-12-28 2002-07-19 Kajima Corp Beam member and structure of connecting section of beam member and column member
JP2004285585A (en) * 2003-03-19 2004-10-14 Hitachi Metals Ltd Diaphragm

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US949394A (en) * 1909-10-06 1910-02-15 Daniel J Daly Coupling for members for building-frames, &c.
US2970676A (en) * 1958-01-27 1961-02-07 Olin Mathieson Framework construction
US4014089A (en) * 1975-02-21 1977-03-29 Kajima Corporation Method of connecting beams and columns of steel frame construction
US4125973A (en) * 1977-03-28 1978-11-21 Realsources, Inc. Form assembly for building framework
KR100260626B1 (en) * 1991-01-09 2000-07-01 미사와 치요지 Connector for building unit and the making method thereof
US5289665A (en) * 1991-09-26 1994-03-01 Higgins Gregory J Orthogonal framework for modular building systems
US5624160A (en) * 1994-09-12 1997-04-29 Koch; Roger Aircraft divan
US7155874B2 (en) * 2001-02-15 2007-01-02 Dae-Jun Lee Tubular structure and modular building assembly using the same
US6543751B1 (en) * 2000-08-22 2003-04-08 James F. Spruill Rail and fence bracket apparatus

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS564101Y2 (en) * 1975-07-16 1981-01-29
JP2002201719A (en) * 2000-12-28 2002-07-19 Kajima Corp Beam member and structure of connecting section of beam member and column member
JP2004285585A (en) * 2003-03-19 2004-10-14 Hitachi Metals Ltd Diaphragm

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012167462A (en) * 2011-02-13 2012-09-06 Hirayama Setsubi Kogyo Co Ltd Joint member, joint structure using the same, and steel-frame building
KR101212341B1 (en) 2011-05-11 2012-12-13 (주) 동양구조안전기술 Single Layer Free Form Node
JP2013185340A (en) * 2012-03-07 2013-09-19 Asahi Kasei Homes Co Junction structure of long member
JP2017206943A (en) * 2016-05-16 2017-11-24 ヨン ジョン,ビョン Independent basic structure for joining column and beam
US9932734B1 (en) * 2016-10-03 2018-04-03 Roger Winter Deck component with post sleeve and flanges
US20180094418A1 (en) * 2016-10-03 2018-04-05 Roger Winter Deck component with post sleeve and flanges
US10174498B2 (en) 2016-10-03 2019-01-08 Roger Winter Deck component with post sleeve and flanges
JP2018141354A (en) * 2017-02-24 2018-09-13 ニュー ワールド チャイナ ランド リミテッド Prefabricated structural system and assembling method therefor
US10626594B2 (en) 2017-02-24 2020-04-21 New World China Land Limited Fabricated structural system and assembling method thereof

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