JP2018145618A - Strut beam and corner brace connection structure, and connection piece for strut beam and corner brace - Google Patents

Strut beam and corner brace connection structure, and connection piece for strut beam and corner brace Download PDF

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JP2018145618A
JP2018145618A JP2017039074A JP2017039074A JP2018145618A JP 2018145618 A JP2018145618 A JP 2018145618A JP 2017039074 A JP2017039074 A JP 2017039074A JP 2017039074 A JP2017039074 A JP 2017039074A JP 2018145618 A JP2018145618 A JP 2018145618A
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connection
connection piece
column
joint
cutting
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JP6893799B2 (en
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正貴 藤本
Masaki Fujimoto
正貴 藤本
良幸 林
Yoshiyuki Hayashi
良幸 林
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Gecoss Corp
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Gecoss Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a strut beam and corner brace connection structure and a connection piece for a strut beam and a corner brace capable of easily and firmly connecting an end part of the strut beam configured by connecting an end part of a column strut beam to a wale to each of end parts of corner braces with a connection piece for the strut beam and the corner brace.SOLUTION: An end part of a strut beam 2 configured by connecting an end part of a column strut beam 1 to a wale 6 and a corner brace 3 is connected with a strut beam and corner brace connection piece 4. The strut beam and corner brace connection piece 4 is provided with: a strut beam and corner brace connection piece body 4a arranged between an end part of a strut beam 2 and a column strut beam 1; an end part of a strut beam connection joint 4b and a column strut beam connection joint 4c arranged respectively at each end side of the end part of the strut beam and the column strut beam of the strut beam and corner brace connection piece body 4a; and a corner brace connection joint 4d arranged at both sides of the strut beam and corner brace connection piece body 4a.SELECTED DRAWING: Figure 1

Description

本発明は、コラム(角形鋼管)切梁の端部が切梁火打接続ピースを介して腹起しに接合された端部切梁と火打梁に接続されてなる切梁火打接続構造および切梁火打接続ピースに関し、コラム(角形鋼管)切梁の端部を腹起しに接合された端部切梁と火打梁に切梁火打接続ピースを介して容易にかつ強固に接合できるようにしたものである。   The present invention relates to an end cutting beam in which an end portion of a column (square steel pipe) cutting beam is joined to an abdomen through a cutting beam connection piece and a cutting beam connection structure and a cutting beam. Concerning fire hitting connection piece, the end beam of the column (square steel pipe) cutting beam is joined to the end beam and the hitting beam easily and firmly through the shot beam hitting connection piece. It is.

山留め工事で使用される腹起しや切梁などの山留め材には、主としてH形鋼が使用され、状況によりコラム(角形鋼管)切梁も使用される。   H-beams are mainly used for the retaining members such as the uprights and the beams used in the retaining work, and column (square steel pipe) beams are also used depending on the situation.

H形鋼は、曲げに対して強軸と弱軸があり、曲げ方向によって曲げ強度に違いがあるため、補強材として火打梁や棚杭、さらには水平繋ぎ材などが併せて使用され、通常、図4に図示するように山留め壁を支える腹起し20と切梁21との接合部に火打梁22,22が設置され、各火打梁22,22の両端は切梁21と腹起し20にそれぞれボルト接合される。   H-shaped steel has a strong axis and a weak axis for bending, and there is a difference in bending strength depending on the bending direction. Therefore, fire beams, shelf piles, and horizontal connecting materials are also used as reinforcing materials. As shown in FIG. 4, fire beams 22 and 22 are installed at the joint portion between the uplift 20 that supports the retaining wall and the cut beam 21, and both ends of each of the fire beams 22 and 22 protrude from the cut beam 21. To each bolt.

また、図5に図示するように腹起し20の材軸方向に複数の切梁21を間隔をおいて設置し、切梁21,21間を連結梁23によって連家し、かつ各切梁のその外側に火打梁22,22をそれぞれ設置することも行われる。このように架設することにより腹起し20の火打スパンLを大きくして山留め壁をより安定した状態に支持することができる。   Further, as shown in FIG. 5, a plurality of cut beams 21 are installed at intervals in the material axis direction of the uplift 20, and the cut beams 21, 21 are linked together by a connecting beam 23. It is also possible to install the fire struts 22 and 22 on the outside thereof. By erection in this way, it is possible to support the mountain retaining wall in a more stable state by increasing the flank span L of the upset 20.

一方、コラム(角形鋼管)切梁は、強軸・弱軸といった概念がないため、火打梁などの補強材で補強することは原則行わないが、通常、コラム切梁の端部は、図6に図示するように平面に視て三角形状に形成された火打ピース24を介して腹起し20に接合される。   On the other hand, a column (square steel pipe) beam has no concept of a strong axis or a weak axis, so it is not a principle to reinforce it with a reinforcing material such as a struck beam. As shown in the figure, the abdomen 20 is joined to the abdomen 20 through a firing piece 24 formed in a triangular shape when seen in a plan view.

特開平04-068116号公報Japanese Patent Laid-Open No. 04-068116 特開2002-081084号公報JP 2002-081084 A 特開2015-175226号公報JP-A-2015-175226

しかし、H形鋼は、曲げに対して強軸と弱軸があり、曲げ方向によって曲げ強度に違いがあるため、設置に際しては方向に注意する必要がある。また、部材どうしの接合に多くの接合ボルトを必要とするため、その締付けに多大な労力を必要とする等の課題がある。   However, H-shaped steel has a strong axis and a weak axis for bending, and there is a difference in bending strength depending on the bending direction, so it is necessary to pay attention to the direction when installing. Moreover, since many joining bolts are required for joining the members, there are problems such as requiring a great deal of labor for tightening.

一方、コラム切梁は、火打スパンLを充分に確保できないことから、コラム切梁の持つ利点を充分に活用できないという課題があった。また、必要により火打梁による補強も行われるが、H形鋼のように接合ボルトを自由に使用できないため、余り実施されていない。   On the other hand, the column beam has a problem that the advantage of the column beam cannot be fully utilized because the firing span L cannot be sufficiently secured. In addition, reinforcement with a fire beam is performed if necessary, but it is not carried out so much because the joining bolt cannot be freely used like H-section steel.

本発明は、以上の課題を解決するためになされたもので、コラム(角形鋼管)切梁の端部を腹起しに接合された端部切梁と火打梁に切梁火打接続ピースを介して容易にかつ強固に接合できるようにした切梁火打接続構造および切梁火打接続ピースを提供することを目的とするものである。   The present invention has been made in order to solve the above-described problems.The end beam of the column (square steel pipe) beam is joined to the edge beam and the fire beam, and the beam is connected to the fire beam via the beam-fired connection piece. It is an object of the present invention to provide a beam-fired connection structure and a beam-fired connection piece that can be joined easily and firmly.

本発明、コラム切梁の端部が切梁火打接続ピースを介して腹起しに接合された端部切梁と火打梁に接続されてなる切梁火打接続構造の発明であり、前記切梁火打接続ピースは前記端部切梁とコラム切梁間に設置された切梁火打接続ピース本体と、当該切梁火打接続ピース本体の前記端部切梁側およびコラム切梁側の端部にそれぞれ設けられた端部切梁接続継手およびコラム切梁接続継手と、前記切梁火打接続ピース本体の両側部に設けられた火打接続継手とを備え、前記切梁火打接続ピース本体は箱形断面形に形成され、前記切梁接続継手およびコラム切梁接続継手は前記切梁火打接続ピース本体の端部外周に鍔状に設けられ、前記火打接続継手は前記切梁火打接続ピース本体の側部に当該切梁火打接続ピース本体の側方に突出する鍔状に設けられていることを特徴とするものである。 The present invention is an invention of a cutting beam connection structure in which an end portion of a column beam is connected to the edge beam and an edge beam in which the end portion of the column beam is joined upright via a cutting beam connection piece. The fire connection piece is provided at the beam cross connection piece body installed between the end beam and the column beam, and at the end beam side and the column beam end of the beam connection piece body. End beam connection joint and column beam connection joint, and fire connection joints provided on both sides of the beam cross connection piece body, the beam cross connection piece body has a box-shaped cross section The scissor connection joint and the column scissor connection joint are provided in a bowl shape on the outer periphery of the end portion of the scissor fire connection piece body, and the fire connection joint is provided on the side of the scissor fire connection piece body. It is installed in a bowl shape protruding to the side of the main body And it is characterized in that it is.

切梁火打接続ピース本体は、端部切梁およびコラム切梁と同一径、同一形状の角形鋼管より形成することができ、また、コラム切梁および端部切梁より大きい径の角形鋼管より形成することで強度を高めることができる。   Cut beam fired connection piece body can be formed from square steel pipes with the same diameter and shape as end cut beams and column cut beams, and also from square steel pipes with larger diameters than column cut beams and end cut beams By doing so, the strength can be increased.

端部切梁接続継手とコラム切梁接続継手は、切梁火打接続ピース本体の端部にプレートを切梁火打接続ピース本体の軸直角方向に鍔状に突出させて取り付ける等の方法により設けることができ、必要に応じて切梁火打接続ピース本体の周方向に連続して設けてもよい。   The end beam connection joint and the column beam connection joint shall be provided by attaching the plate to the end of the beam cross connection piece body by protruding it like a hook in the direction perpendicular to the axis of the beam cross connection piece body. If necessary, it may be provided continuously in the circumferential direction of the beam-fired hitting connection piece body.

火打接続継手は、切梁火打接続ピース本体の上下両端面に、帯状プレート(長尺プーレト)を当該帯状プレートの縁端部を切梁火打接続ピース本体の側面より軸直角方向に鍔状に突出させた状態に取り付ける等の方法により設けることができ、また切梁火打接続ピース本体の軸方向に連続して設けることにより、火打梁(火打接続ピース)のサイズにも自由に対応することができる。なお、各接続継手には予めボルト孔が設けてある。   The fire-splicing joint has a strip-like plate (long plate) on the upper and lower end faces of the beam-fired hitting piece body, and the edge of the strip-like plate protrudes in a bowl shape in the direction perpendicular to the side of the beam-fired hitting piece body. It can be provided by a method such as mounting in a state where it is made to be attached, and it can be freely adapted to the size of the fire beam (fire connection piece) by providing it continuously in the axial direction of the cut beam fire connection piece body. . Each connecting joint is previously provided with a bolt hole.

本発明においては、切梁火打接続ピースの接続ピース本体のコラム切梁側と端部切梁の端部に、それぞれコラム切梁接続継手と端部切梁接続継手が設けられ、これらの接続継手は接続ピース本体の軸直角方向に鍔状に突出し、かつ接続ピース本体の周方向に連続して設けられている。   In the present invention, a column beam connection joint and an end beam connection joint are respectively provided at the column beam side and the end beam end of the connection piece body of the beam cutting connection piece, and these connection joints. Is protruded in a hook shape in the direction perpendicular to the axis of the connection piece body and is provided continuously in the circumferential direction of the connection piece body.

また、コラム切梁と端部切梁の端部には、接続継手がそれぞれコラム切梁と端部切梁の軸直角方向に鍔状に突出し、かつ各切梁の周方向に連続して設けられている。   At the ends of the column beam and end beam, connection joints project in a bowl shape in the direction perpendicular to the axis of the column beam and end beam, and are provided continuously in the circumferential direction of each beam. It has been.

さらに、切梁火打接続ピース本体の両側部に火打接続継手が設けられ、当該火打接続継手は接続ピース本体の側部に当該接続ピース本体の側方に突出する鍔状に形成されている。   Furthermore, a fire hitting connection joint is provided on both sides of the beam-fired hitting connection piece body, and the fire hitting connection joint is formed on the side portion of the connection piece main body in a hook shape protruding to the side of the connection piece main body.

以上の構成により、本発明によれば、コラム(角形鋼管)切梁の端部を腹起しに接合された端部切梁と火打梁に切梁火打接続ピースを介して容易にかつ強固に接合できる。   With the above configuration, according to the present invention, the end of the column (square steel pipe) beam can be easily and firmly connected to the end beam and the fire beam joined by raising the end of the beam through the beam-fired connection piece. Can be joined.

すなわち、切梁火打接続ピースの接続ピース本体、端部切梁、およびコラム切梁に設けられた各接続継手が上記のように設けられていることにより、接合プレートを省略し、複数の接合ボルトのみでコラム(角形鋼管)切梁の端部を腹起しに接合された端部切梁と火打梁に切梁火打接続ピースを介して容易にかつ強固に接合でき、また、接合ボルトの本数を低減することができる。   That is, the connection plates provided on the connection piece main body, the end cutting beam, and the column cutting beam of the cut beam fired connection piece are provided as described above, so that the connection plate is omitted, and a plurality of connection bolts are provided. The column (square steel pipe) can be easily and firmly joined to the end beam and the fire beam, which are joined with the end of the column beam, and the number of bolts to be joined. Can be reduced.

切梁火打接続ピースおよび当該切梁火打接続ピースを介して接合されたコラム切梁と端部切梁および火打梁を示し、図1(a)は平面図、図1(b)は図1におけるイ−イ線矢視図である。FIG. 1 (a) is a plan view, and FIG. 1 (b) is a plan view, FIG. 1 (b) is a plan view, and FIG. 1 (b) is a plan view. FIG. 切梁火打接続ピースの斜視図である。It is a perspective view of a stab beam hitting connection piece. 本発明の他の実施形態を図示したものであり、図3(a)は切梁火打接続ピースおよび当該切梁火打接続ピースによって接合されたコラム切梁と端部切梁および火打梁の平面図、図3(b)は図3(a)におけるロ−ロ線矢視図である。FIG. 3A illustrates another embodiment of the present invention, and FIG. 3A is a plan view of a beam cutting connection piece, a column cutting beam, an end cutting beam, and a heating beam joined by the beam cutting connection piece. FIG. 3 (b) is a view taken along the arrow line in FIG. 3 (a). 切梁と火打梁の従来の設置方法を示す平面図である。It is a top view which shows the conventional installation method of a cut beam and a hitting beam. 切梁と火打梁の従来の設置方法を示す平面図である。It is a top view which shows the conventional installation method of a cut beam and a hitting beam. コラム切梁の従来の設置方法を示す平面図である。It is a top view which shows the conventional installation method of a column beam.

図1(a),(b)と図2は、本発明の一実施形態を図示したものであり、図において、コラム切梁1の端部に端部切梁2と左右火打梁3,3が切梁火打接続ピース4を介し、複数の接合ボルト5によってそれぞれボルト接合されている。端部切梁2と左右火打梁3,3の腹起し6側の端部は、それぞれ腹起し6の側部に長さ調整材7、火打受けピース8を介し複数の接合ボルト5によってボルト接合されている。   FIGS. 1 (a), (b) and FIG. 2 illustrate an embodiment of the present invention. In the figure, an end beam 2 and left and right fire beams 3, 3 at the end of a column beam 1 are shown. Are connected to each other by a plurality of connecting bolts 5 through the beam-fired connection piece 4. The ends 6 of the end cutting beam 2 and the left and right fire striking beams 3 and 3 are respectively connected to the side of the protuberance 6 by a plurality of joining bolts 5 via length adjusting members 7 and fire receiving pieces 8. It is bolted.

コラム切梁1は角形鋼管より形成され、当該コラム切梁1の端部外周に接続継手1aがコラム切梁1の周方向に鍔状に連続して形成されている。   The column beam 1 is formed of a square steel pipe, and a connection joint 1 a is continuously formed in a bowl shape in the circumferential direction of the column beam 1 on the outer periphery of the end of the column beam 1.

端部切梁2はコラム切梁1と同一径、同一断面形状の角形鋼管より形成され、当該端部切梁2の切梁火打接続ピース4側の端部に接続継手2aが端部切梁2の周方向に鍔状に連続して形成されている。また、火打梁3はH形鋼より形成され、当該火打梁3のコラム切梁1側の端部は切梁火打接続ピース4の側部に火打接続ピース9を介し、複数の接合ボルト5によってボルト接合されている。   The end cutting beam 2 is formed of a square steel pipe having the same diameter and the same cross-sectional shape as the column cutting beam 1, and a connection joint 2 a is connected to the end of the end cutting beam 2 on the cutting beam connecting piece 4 side. 2 are formed continuously in a bowl shape in the circumferential direction. Further, the fire beam 3 is formed of H-shaped steel, and the end portion of the fire beam 3 on the column beam 1 side is connected to the side of the beam beam connection piece 4 via a flame connection piece 9 by a plurality of joining bolts 5. It is bolted.

切梁火打接続ピース4は、コラム切梁1および端部切梁2と同一径、同一断面形状の角形鋼管からなる接続ピース本体(以下「接続ピース本体」)4aと当該接続ピース本体4aのコラム切梁1側の端部と端部切梁2側の端部にそれぞれ形成されたコラム切梁接続継手4bと端部切梁接続継手4cを備えている。また、火打接続ピース9と対向する両側部に火打接続継手4d,4dを備えている。   The struck connection piece 4 includes a connection piece body (hereinafter referred to as “connection piece body”) 4a made of a square steel pipe having the same diameter and the same cross-sectional shape as the column cutting beam 1 and the end cutting beam 2, and a column of the connection piece body 4a. A column beam connection joint 4b and an end beam connection joint 4c formed at the end on the cut beam 1 side and the end on the end beam 2 side are provided. Further, fire-fitting joints 4d and 4d are provided on both sides facing the fire-fitting connection piece 9.

コラム切梁接続継手4bと端部切梁接続継手4cは、接続ピース本体4aの端部に当該接続ピース本体4aの周方向に鍔状に連続して形成されている。   The column beam connecting joint 4b and the end beam connecting joint 4c are continuously formed in a bowl shape in the circumferential direction of the connecting piece body 4a at the end of the connecting piece body 4a.

また、火打接続継手4d,4dは、接続ピース本体4aの両側部の上下両端部に接続ピース本体4aの軸直角方向にほぼ水平に突出し、かつ接続ピース本体4aの軸方向に連続して形成されている。   In addition, the fire hitting connection joints 4d and 4d are formed substantially horizontally in the direction perpendicular to the axis of the connection piece body 4a at the upper and lower ends of both sides of the connection piece body 4a and continuously formed in the axial direction of the connection piece body 4a. ing.

なお、火打接続継手4d,4dは、接続ピース本体4aの上下両端面に帯状プレートを当該帯状プレートの縁端部を接続ピース本体4aの側部に所定長突出させた状態で溶接固着するなどの方法によって形成されている(図2参照)。   In addition, the fire-joint joints 4d and 4d are fixed to the upper and lower ends of the connection piece body 4a by welding with a belt-like plate in a state in which the edge of the belt-like plate protrudes from the side of the connection piece body 4a by a predetermined length. It is formed by a method (see FIG. 2).

そして、コラム切梁接続継手4bとコラム切梁1の接続継手1a、端部切梁接続継手4bと端部切梁2の接続継手2aとをそれぞれ互いに突き合わせ、かつ複数の接合ボルト5によってボルト締結することによりコラム切梁1と端部切梁2がコラム切梁接続ピース4を介して互いに接合されている。   Then, the column beam connecting joint 4b and the column beam 1 connecting joint 1a, the end beam connecting joint 4b and the end beam 2 connecting joint 2a are brought into contact with each other and bolted by a plurality of connecting bolts 5. As a result, the column beam 1 and the end beam 2 are joined to each other via the column beam connection piece 4.

また、左右火打接続ピース9,9の端部をそれぞれ上下火打接続継手4d,4d間にそれぞれ挿入すると共に、上下火打接続継手4d,4dと火打接続ピース9とを複数の接合ボルト5によってボルト締結することにより左右火打梁3,3が切梁火打接続ピース4を介して互いに接合され、また左右火打梁3,3とコラム切梁1および端部切梁2が切梁火打接続ピース4を介してボルト接合されている。   Further, the end portions of the left and right fire connection pieces 9 and 9 are respectively inserted between the upper and lower fire connection joints 4d and 4d, and the upper and lower fire connection joints 4d and 4d and the fire connection piece 9 are bolted by a plurality of joining bolts 5. By doing so, the left and right fired beams 3 and 3 are joined to each other via the cut beam fired connection piece 4, and the left and right fired beams 3 and 3, the column beam 1 and the end beam 2 are connected via the cut beam fired connection piece 4. Are bolted together.

これらの山留め材の架設に際しては、最初に端部切梁2と左右火打梁3,3と切梁火打接続ピース4を地上で地組みする。次に地組みされ端部切梁2、左右火打梁3,3および切梁火打接続ピース4を重機で吊り上げる。次に、端部切梁2および左右火打梁3,3の腹起し6側を腹起し5の側部にそれぞれ長さ調整材7と火打受けピース8を介してボルト接合する。そして、コラム切梁1の端部を切梁火打接続ピース4に接合する。   When constructing these retaining members, first, the end-cutting beam 2, the left and right fired beams 3, 3 and the beam-fired hitting connection piece 4 are grounded on the ground. Next, the end-cut beam 2, the left and right fire beams 3, 3 and the beam-fired connection piece 4 are lifted by heavy machinery. Next, the end raised beam 2 and the left and right fired beams 3 and 3 are erected on the side of the flank 6 and bolted to the side of 5 via the length adjusting member 7 and the struck receiving piece 8, respectively. Then, the end portion of the column beam 1 is joined to the beam-fired connection piece 4.

このように架設することで、コラム(角形鋼管)切梁1の端部を腹起し6に接合された端部切梁2と火打梁3,3に切梁火打接続ピース4を介して容易にかつ強固に接合できる。   By erection in this way, the end of the column (square steel pipe) beam 1 is erected and joined to the edge beam 2 and the fire beam 3, 3 joined to the fire beam 3, 3 via the beam-fired connection piece 4. And can be joined firmly.

図3(a),(b)は、本発明の他の実施形態であり、山留め壁を支持する腹起し6をより長い火打スパンLによって支持できるように構成された切梁火打接合構造を図示したものである。   FIGS. 3 (a) and 3 (b) show another embodiment of the present invention, and shows a beam-to-fire-fired joint structure configured so that the flank 6 supporting the retaining wall can be supported by a longer fire span L. It is illustrated.

説明すると、腹起し6の材軸方向に間隔をおいて架設された各切梁1,1の端部に、それぞれ端部切梁2と火打梁3が切梁火打接続ピース4を介し、複数の接合ボルト5によってボルト接合されている。   To explain, the end beam 2 and the fire beam 3 are respectively connected to the end portions of the respective cut beams 1 and 1 installed at intervals in the material axis direction of the erection 6 via the cut beam fire connection piece 4. Bolts are joined by a plurality of joining bolts 5.

火打梁3は各端部切梁2の外側に架設されている。また、隣接する切梁火打接続ピース4,4間に連結板10が設置され、当該連結板10を介して隣接するコラム切梁1,1どうしがボルト接合されている。   The fire striking beam 3 is constructed outside each end cutting beam 2. In addition, a connecting plate 10 is installed between adjacent beam-fired hitting connection pieces 4 and 4, and adjacent column cutting beams 1 and 1 are bolted to each other via the connecting plate 10.

また、連結板10は、切梁火打接続ピース4,4間に上下二段に設置され、各連結板10の両端部は切梁火打接続ピース4の火打接続継手4d,4dに複数の接合ボルト5によってボルト接合されている。その他の構成は、図1,2の実施形態で説明した構成とほぼ同じである。   Further, the connecting plate 10 is installed in two stages, upper and lower, between the beam-fired connection pieces 4, 4, and both ends of each connection plate 10 are connected to the fire-bonded joints 4 d, 4 d of the beam-fired connection piece 4. 5 is bolted. Other configurations are substantially the same as those described in the embodiment of FIGS.

この実施形態によれば、火打スパンLを図1の実施形態より長くすることができて、山留め壁を支える腹起し6をより安定した状態で支持することができる。また、コラム切梁1を3本以上に増やすことにより火打スパンLをさらに長くすることができる。   According to this embodiment, the firing span L can be made longer than that of the embodiment of FIG. 1, and the erection 6 supporting the retaining wall can be supported in a more stable state. Further, the firing span L can be further increased by increasing the number of column beams 1 to three or more.

本発明は、コラム(角形鋼管)切梁の端部を腹起しに接合された端部切梁と火打梁の各端部に切梁火打接続ピースを介して容易にかつ強固に接合することができる。   The present invention is to easily and firmly join the end beam of the column (square steel pipe) beam and the end beam of the fire beam connected to each other through the cut beam connection piece. Can do.

1 コラム切梁
2 端部切梁
3 火打梁
4 切梁火打接続ピース
4a 接続ピース本体(切梁火打接続ピース本体)
4b 端部切梁接続継手
4c コラム切梁接続継手
4d 火打接続継手
5 接合ボルト
6 腹起し
7 長さ調整材
8 火打受けピース
9 火打接続ピース
10 連結板
1 Column beam 2 End beam 3 Fire beam 4 Beam-fire connection piece
4a Connection piece body (cut beam fire connection piece body)
4b End beam joint
4c Column beam connection joint
4d Fire-fitting joint 5 Joint bolt 6 Raising 7 Length adjusting material 8 Fire-receiving piece 9 Fire-fitting connection piece
10 Connecting plate

Claims (4)

コラム切梁の端部が腹起しに接合された端部切梁と火打梁に切梁火打接続ピースを介して接続されてなる切梁火打接続構造において、前記切梁火打接続ピースは前記端部切梁とコラム切梁間に設置された切梁火打接続ピース本体と、当該切梁火打接続ピース本体の前記端部切梁側およびコラム切梁側の端部にそれぞれ設けられた端部切梁接続継手およびコラム切梁接続継手と、前記切梁火打接続ピース本体の両側部に設けられた火打接続継手とを備え、前記切梁火打接続ピース本体は箱形断面形に形成され、前記切梁接続継手およびコラム切梁接続継手は前記切梁火打接続ピース本体の端部外周に鍔状に設けられ、前記火打接続継手は前記切梁火打接続ピース本体の側部に当該切梁火打接続ピース本体の側方に突出して設けられていることを特徴とする切梁火打接続構造。   In a beam cutting connection structure in which an end of a column beam is connected to an edge beam and a fire beam in which the edge of the column beam is joined upright via a beam cutting connection piece, the beam cutting connection piece has the end. A beam-cutting connection piece main body installed between the partial beam and the column beam, and end cutting beams provided respectively at the end beam side and the column beam side end of the beam cutting connection piece body A connection joint, a column beam connection joint, and a fire connection joint provided on both sides of the beam cross connection piece body, the beam fire connection piece body is formed in a box-shaped cross-section, The connection joint and the column beam connection joint are provided in a bowl shape on the outer periphery of the end portion of the beam-fired connection piece body, and the flame connection joint is provided on the side of the beam-fired connection piece body. Projecting to the side of the Setsuhari angle brace connection structure and butterflies. 請求項1記載の切梁火打接続構造において、切梁火打接続ピース本体は、端部切梁およびコラム切梁と同一径、同一形状の角形鋼管より形成されていることを特徴とする切梁火打接続構造。   2. The beam cutting connection structure according to claim 1, wherein the beam cutting connection piece main body is formed of a square steel pipe having the same diameter and the same shape as the end cutting beam and the column cutting beam. Connection structure. 請求項1または2記載の切梁火打接続構造において、火打接続継手は切梁火打接続ピースの軸方向に連続して形成されていることを特徴とする切梁火打接続構造。   3. A struck connection structure according to claim 1, wherein the struck connection joint is formed continuously in the axial direction of the stake connection piece. コラム切梁の端部を腹起しに接合された端部切梁と火打梁に接合するための切梁火打接続ピースにおいて、前記端部切梁とコラム切梁間に設置された切梁火打接続ピース本体と、当該切梁火打接続ピース本体の前記端部切梁側およびコラム切梁側の端部にそれぞれ設けられた端部切梁接続継手およびコラム切梁接続継手と、前記切梁火打接続ピース本体の両側部に設けられた火打接続継手とを備え、前記切梁火打接続ピース本体は箱形断面形に形成され、前記切梁接続継手およびコラム切梁接続継手は前記切梁火打接続ピース本体の端部外周に鍔状に設けられ、前記火打接続継手は前記切梁火打接続ピース本体の側部に当該切梁火打接続ピース本体の側方に突出して設けられていることを特徴とする切梁火打接続ピース。   A beam-fired hitting connection piece installed between the end beam and the column beam in the beam-fired hitting connection piece for joining the edge beam and the hitting beam joined to the edge beam of the column beam. Piece main body, end beam connecting joint and column beam connecting joint provided at the end beam side and column beam end of the piece main body, respectively, and the beam cutting connection A cross-cut connection piece body formed in a box-shaped cross-section, and the cross-beam connection joint and the column cross-beam connection joint are the cross-beam fire connection pieces. It is provided in the shape of a bowl on the outer periphery of the end of the main body, and the fire hitting joint is provided on the side of the beam hitting connection piece main body so as to protrude to the side of the beam hitting hitting connection piece main body. Cut beam fired connection piece.
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