JP2013194481A - Horizontal member junction structure - Google Patents

Horizontal member junction structure Download PDF

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JP2013194481A
JP2013194481A JP2012065828A JP2012065828A JP2013194481A JP 2013194481 A JP2013194481 A JP 2013194481A JP 2012065828 A JP2012065828 A JP 2012065828A JP 2012065828 A JP2012065828 A JP 2012065828A JP 2013194481 A JP2013194481 A JP 2013194481A
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receiving
horizontal member
receiving beam
concave
hanging beam
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JP6047291B2 (en
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Yoshinobu Kumakawa
佳伸 熊川
Toshiya Sakamaki
俊哉 坂牧
Junichi Imai
淳一 今井
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Sumitomo Forestry Co Ltd
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Sumitomo Forestry Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a horizontal member junction structure such that pipes and the like can be laid in a ceiling space crossing a hung beam without spoiling the flexural strength of the hung beam even when a ceiling member is arranged in the vicinity to a lower surface of the hung beam.SOLUTION: A junction between a receiving beam 11 arranged at an upper part of a wall body 10 and a hung beam 12 supported by the receiving beam 11 has a recessed cut 16 formed at a lower-end corner portion of an end 12a of the hung beam 12 joined to the receiving beam 12. Pipes and the like are arranged at the recessed cut 16. A beam height h2 of the hung beam 12 is larger than a beam height h1 of the receiving beam 11, and the recessed cut 16 has a cut upper-end portion 16a cut more upward than from a lower-end face 11a of the receiving beam 11. The cut upper-end portion 16a is fitted with a wall surface material 21 constituting a wall body 20 by fitting an upper-end edge 21a to a lower side face of the receiving beam 11 without cutting the upper-end edge 21a.

Description

本発明は、横架材接合部構造に関し、特に建物の各階の壁体の上部に配置される受け梁と、受け梁に端部を支持されて架設される掛け梁との接合部における横架材接合部構造に関する。   The present invention relates to a horizontal member joint structure, and more particularly, to a horizontal joint at a joint between a receiving beam disposed on an upper portion of a wall body of each floor of a building and a hanging beam supported by an end of the receiving beam. The present invention relates to a material joint structure.

例えば木造住宅建築物等の木造の建物においては、例えば上階の床部材は、下階の壁体の上部に配置される横架材である受け梁と、この受け梁に端部を支持されて、これと垂直な方向に架設される横架材である掛け梁とによって形成される、床部骨組み部材によって支持されることで、安定した状態で敷設されるのが一般的である。   For example, in a wooden building such as a wooden house building, for example, the floor member of the upper floor is supported by a receiving beam that is a horizontal member arranged on the upper part of the wall of the lower floor, and an end portion is supported by the receiving beam. Thus, it is generally laid in a stable state by being supported by a floor frame member formed by a hanging beam that is a horizontal member laid in a direction perpendicular thereto.

また、受け梁と掛け梁との接合部の構造としては、継手仕口を介して掛け梁の端面を受け梁の側面に接合するものに代えて、近年、コの字断面形状を備える梁受け金物を使用したものが多く採用されている。梁受け金物を使用した受け梁と掛け梁との接合部では、例えば梁受け金物を、受け梁の側面に固定用のボルト部材を用いて固定すると共に、受け梁の側面から張り出した梁受け金物の一対の側板を、掛け梁の端面に形成した一対のスリットに挿入して、掛け梁の側面からドリフトピンを打ち込むことで、受け梁と掛け梁とを接合するようになっている(例えば、特許文献1参照)。このような梁受け金物を使用した接合部では、継手仕口を介したものと比較して、受け梁や掛け梁に複雑な仕口加工を施すことなく、より簡易な構成によって、受け梁と掛け梁とを接合することが可能になると共に、梁受け金物に大きな剪断力を負担させることができるので、強固な接合部を形成することが可能になる。   In addition, as a structure of the joint portion between the receiving beam and the hanging beam, in recent years, a beam receiving device having a U-shaped cross-sectional shape has been used instead of a structure in which the end surface of the hanging beam is joined to the side surface of the beam via a joint joint. Many products using hardware are used. At the joint between the receiving beam and the hanging beam using the beam receiving metal, for example, the beam receiving metal is fixed to the side surface of the receiving beam using a fixing bolt member, and the beam receiving object protruding from the side surface of the receiving beam The pair of side plates are inserted into a pair of slits formed on the end surface of the hanging beam, and a drift pin is driven from the side surface of the hanging beam, thereby joining the receiving beam and the hanging beam (for example, Patent Document 1). In joints that use such beam receivers, compared to those via joint fittings, the receiving beam and the hanging beam can be connected to the receiving beam with a simpler structure without subjecting the receiving beam or hanging beam to complicated joint processing. Since it is possible to join the hanging beam and to apply a large shearing force to the beam receiving metal, it is possible to form a strong joint.

さらに、受け梁や掛け梁は、これらが支持される両端部の柱部材や受け梁の間のスパン割りの相違や、上方から負荷される荷重の相違等によって、梁せい(梁高さ)が同じになる場合の他、受け梁の方が掛け梁よりも梁せいが大きくなったり、掛け梁の方が受け梁よりも梁せいが大きくなったりする場合がある。また、掛け梁が負担する荷重によって掛け梁に生じる曲げ応力は、掛け梁の中央部で最大となり、掛け梁の端部で最小になるので、掛け梁の端部に相当の断面欠損部があっても構造耐力に影響を与えることがなく、強度を損なうこともない。このようなことから、例えば掛け梁の方が受け梁よりも梁せいが大きくなっている場合に、掛け梁の端面と下面とがなす隅角を、受け梁の下端に合わせて斜めに切断することで、特に掛け梁をあらわし梁として設置する際に、接合強度を損なうことなく、外観から招くおそれのある居住者の不信感や不安感を解消すると共に、木材の過剰使用を回避して材料費の低減を図ることができるようにした接合部構造も開発されている(例えば、特許文献1参照)。   Furthermore, the beam length (beam height) of the receiving beam and the hanging beam depends on the difference in the span split between the column members and the receiving beams at both ends where they are supported and the load applied from above. In addition to the case where the beam is the same, the receiving beam may be larger than the hanging beam, or the hanging beam may be larger than the receiving beam. In addition, the bending stress generated in the hanging beam by the load borne by the hanging beam is maximum at the center of the hanging beam and minimum at the end of the hanging beam, so there is a considerable cross-sectional defect at the end of the hanging beam. However, the structural strength is not affected and the strength is not impaired. For this reason, for example, when the beam is larger in the hanging beam than in the receiving beam, the corner formed by the end surface and the lower surface of the hanging beam is cut obliquely in accordance with the lower end of the receiving beam. In particular, when installing a hanging beam as a beam, it eliminates the residents' distrust and anxiety that may be caused by the appearance without damaging the joint strength, and avoids excessive use of wood. A joint structure that can reduce costs has also been developed (see, for example, Patent Document 1).

特許第4561473号公報Japanese Patent No. 45561473

一方、例えば掛け梁の下方に下階の天井部材を設置する場合に、掛け梁の下面にできるだけ近接させて天井部材を配設することが、下階の空間が広くなるため好ましいが、天井部材を掛け梁の下面にできるだけ近接させて配置すると、空調用の設備配管や、送排水用の設備配管や、電気配線用の設備配管等の各種の配管類を、掛け梁と交差する方向に連続させて天井裏に敷設することが困難になる。   On the other hand, for example, when the ceiling member of the lower floor is installed below the hanging beam, it is preferable to arrange the ceiling member as close as possible to the lower surface of the hanging beam because the space of the lower floor becomes wide, but the ceiling member Is placed as close as possible to the underside of the hanging beam, and various pipes such as air conditioning equipment piping, water supply / drainage equipment piping, and electrical wiring equipment piping continue in the direction intersecting the hanging beam. It becomes difficult to lay it on the back of the ceiling.

本発明は、例えば天井部材を掛け梁の下面に近接させて配置した場合でも、掛け梁の曲げ強度や接合強度を損なうことなく、各種の配管類を、掛け梁と交差する方向に連続させて天井裏に敷設することのできる横架材接合部構造を提供することを目的とする。   In the present invention, for example, even when the ceiling member is arranged close to the lower surface of the hanging beam, various pipes are continuously arranged in a direction intersecting the hanging beam without damaging the bending strength or bonding strength of the hanging beam. An object of the present invention is to provide a horizontal member joint structure that can be laid on the back of a ceiling.

本発明は、建物の各階の壁体の上部に配置される受け梁と、該受け梁に端部を支持されて架設される掛け梁との接合部における横架材接合部構造において、前記受け梁に接合される前記掛け梁の端部の下端角部を凹状に切り欠いて、凹状切欠き部が形成されている横架材接合部構造を提供することにより、上記目的を達成したものである。   The present invention relates to a horizontal member joint structure in a joint portion between a receiving beam arranged on an upper part of a wall body of each floor of a building and a hanging beam supported by an end portion of the receiving beam. The lower end corner of the end of the hanging beam to be joined to the beam is notched in a concave shape, and the above object is achieved by providing a horizontal member joint structure in which a concave notch is formed. is there.

そして、本発明の横架材接合部構造は、前記凹状切欠き部の切欠き上端部の内側面が、側面視して弧状に湾曲する湾曲凹面となっていることが好ましい。   In the horizontal member joint structure according to the present invention, it is preferable that the inner side surface of the upper end portion of the concave cutout portion is a curved concave surface that is curved in an arc shape when viewed from the side.

また、本発明の横架材接合部構造は、前記切欠き上端部の内側面が、側面視して略4半円弧形状に湾曲する湾曲凹面となっていることが好ましい。   In the horizontal member joint structure according to the present invention, it is preferable that the inner surface of the upper end of the notch is a curved concave surface that is curved into a substantially four-half arc shape when viewed from the side.

さらに、本発明の横架材接合部構造は、前記凹状切欠き部を通過させて、配管類が前記掛け梁を横断して連続して配設されていることが好ましい。   Further, in the horizontal member joint structure according to the present invention, it is preferable that piping is continuously arranged across the hanging beam through the concave notch.

さらにまた、本発明の横架材接合部構造は、前記凹状切欠き部において、前記壁体を構成する壁用面材が、上端縁部を切り欠くことなく当該上端縁部を前記受け梁の側面に接合して取り付けられていることが好ましい。   Furthermore, the horizontal member joint structure according to the present invention is such that the wall face material constituting the wall body has the upper end edge of the receiving beam not cut out in the concave notch. It is preferable that it is attached to the side surface.

また、本発明の横架材接合部構造は、前記凹状切欠き部に上端部分を通過させて、前記壁用面材の前面側に、野縁の端部を支持するライナー部材が、前記掛け梁を横断して連続して配設されていることが好ましい。   Further, in the horizontal member joint structure according to the present invention, a liner member that supports an end portion of a field edge on the front surface side of the wall surface material through the upper end portion of the concave notch portion, It is preferred that they are arranged continuously across the beam.

さらに、本発明の横架材接合部構造は、前記受け梁の梁せいよりも前記掛け梁の梁せいの方が大きくなっており、前記凹状切欠き部が、切欠き上端部を前記受け梁の下端面よりも上方に食い込ませて形成されており、該受け梁の下端面よりも上方に食い込んだ切欠き上端部において、前記壁体を構成する壁用面材が、上端縁部を切り欠くことなく当該上端縁部を前記受け梁の下部側面に接合して取り付けられていることが好ましい。   Further, in the horizontal member joint structure according to the present invention, the beam of the hanging beam is larger than the beam of the receiving beam, and the concave notch has the upper end of the notch as the receiving beam. The wall face material that constitutes the wall body cuts the upper edge at the upper end of the notch that has penetrated above the lower end surface of the receiving beam. It is preferable that the upper edge is attached to the lower side surface of the receiving beam without missing.

さらにまた、本発明の横架材接合部構造は、前記受け梁と前記掛け梁とが、天端面の高さを揃えて接合されていることが好ましい。   Furthermore, in the horizontal member joint structure according to the present invention, it is preferable that the receiving beam and the hanging beam are joined with the height of the top end face aligned.

本発明の横架材接合部構造によれば、例えば天井部材を掛け梁の下面に近接させて配置した場合でも、掛け梁の曲げ強度や接合強度を損なうことなく、各種の配管類を、掛け梁と交差する方向に連続させて天井裏に敷設することができる。   According to the horizontal member joint structure of the present invention, for example, even when a ceiling member is disposed close to the lower surface of the hanging beam, various pipes can be hung without impairing the bending strength and bonding strength of the hanging beam. It can be laid on the back of the ceiling in a direction that intersects the beam.

本発明の好ましい一実施形態に係る横架材接合部構造の構成を説明する斜視図である。It is a perspective view explaining the structure of the horizontal member junction part structure which concerns on preferable one Embodiment of this invention. 本発明の好ましい一実施形態に係る横架材接合部構造の構成を説明する断面図である。It is sectional drawing explaining the structure of the horizontal member junction part structure which concerns on preferable one Embodiment of this invention. 本発明の好ましい一実施形態に係る横架材接合部構造の構成を説明する分解斜視図である。It is a disassembled perspective view explaining the structure of the horizontal member junction part structure which concerns on preferable one Embodiment of this invention. (a)、(b)は、本発明の好ましい他の実施形態に係る横架材接合部構造の略示断面図である。(A), (b) is a schematic sectional drawing of the horizontal member junction part structure which concerns on other preferable embodiment of this invention. 従来の横架材接合部構造を説明する斜視図である。It is a perspective view explaining the conventional horizontal member junction part structure.

図1及び図2に示す本発明の好ましい一実施形態に係る横架材接合部構造10は、建物として例えば木造住宅建築物において、建物の壁体20の上部に配置される、両端が柱部材(図示せず)によって支持されて架設される受け梁11の側面に、当該受け梁11によって一方の端部12aが支持されて、当該受け梁11と対向して設置された他の受け梁(図示せず)との間に架設される掛け梁12の端面を、好ましくは梁受け金物13(図3参照)を介して強固に且つ安定した状態で接合するための構造として採用されたものである。また、本実施形態の横架材接合部構造10は、例えば下階の天井部材14が掛け梁12の下面に近接して配置されていて、これらの間の隙間に空調用の設備配管や、送排水用の設備配管や、電気配線用の設備配管等の各種の配管類15を通すことが困難な場合でも、所定の位置に所定の形状の切欠き部16を形成することで、掛け梁12の曲げ強度や接合強度を損なうことなく、これらの配管類15を、掛け梁12と交差する方向に連続させて天井裏部分に配設できるようにする機能を備える。   1 and 2, a horizontal member joint structure 10 according to a preferred embodiment of the present invention is arranged as a building, for example, in a wooden house building, at an upper part of a wall 20 of the building, both ends of which are column members. One receiving portion 11a is supported by the receiving beam 11 on the side surface of the receiving beam 11 supported and laid by (not shown), and another receiving beam installed opposite to the receiving beam 11 ( Adopted as a structure for joining the end face of the hanging beam 12, which is laid between it and a notch (not shown), in a strong and stable manner, preferably via a beam receiver 13 (see FIG. 3). is there. Further, in the horizontal member joint structure 10 of the present embodiment, for example, the ceiling member 14 on the lower floor is arranged close to the lower surface of the hanging beam 12, and the equipment piping for air conditioning is installed in the gap between them, Even when it is difficult to pass various pipes 15 such as equipment piping for water supply and drainage and equipment piping for electric wiring, a notched portion 16 having a predetermined shape is formed at a predetermined position, so that a hanging beam The piping 15 is continuously provided in the direction crossing the hanging beam 12 without damaging the bending strength and bonding strength of the roof 12 and has a function of being arranged on the back of the ceiling.

そして、本実施形態の横架材接合部構造10は、建物の各階の壁体10の上部に配置される受け梁11と、この受け梁11に端部12aを支持されて架設される掛け梁12との接合部における接合部構造において、図1及び図2に示すように、受け梁11に接合される掛け梁12の端部12aの下端角部を凹状に切り欠いて、凹状切欠き部16が形成されている。   The horizontal member joint structure 10 according to the present embodiment includes a receiving beam 11 disposed on the upper portion of the wall body 10 on each floor of the building, and a hanging beam supported by the receiving beam 11 with the end 12a supported. 1 and 2, the lower end corner portion of the end portion 12a of the hanging beam 12 to be joined to the receiving beam 11 is cut into a concave shape, as shown in FIGS. 16 is formed.

また、本実施形態では、受け梁11の梁せい(梁高さ)h1よりも掛け梁12の梁せいh2の方が大きくなっており(図2参照)、凹状切欠き部16が、切欠き上端部16aを受け梁11の下端面11aよりも上方に食い込ませて形成されている。この受け梁11の下端面11aよりも上方に食い込んだ切欠き上端部16aにおいて、壁体20を構成する好ましくは防火被覆された耐力面材からなる壁用面材21が、上端縁部21aを切り欠くことなく当該上端縁部21aを受け梁11の下部側面に接合して取り付けられている。   In this embodiment, the beam h2 of the hanging beam 12 is larger than the beam hike (beam height) h1 of the receiving beam 11 (see FIG. 2), and the concave notch 16 is notched. The upper end portion 16 a is formed so as to bite upward from the lower end surface 11 a of the beam 11. In the upper end portion 16a of the notch that has digged above the lower end surface 11a of the receiving beam 11, a wall surface material 21 made of a load-bearing surface material that preferably constitutes the wall body 20 has an upper end edge portion 21a. The upper edge 21 a is joined to the lower side surface of the beam 11 without being cut out.

本実施形態では、横架材接合部構造10を構成する受け梁11は、図3にも示すように、例えば幅105mm程度、高さ240mm程度の大きさの木製の角材からなり、例えば240mm程度の梁せいh1を有している。受け梁11は、両端が壁体20を構成する柱部材(図示せず)に、好ましくは梁受け金物を介して接合されることにより、これらの柱部材の間に架設されて、下階の壁体20の上部に横方向に延設して取り付けられている。   In the present embodiment, as shown in FIG. 3, the receiving beam 11 constituting the horizontal member joint structure 10 is made of a wooden square member having a width of about 105 mm and a height of about 240 mm, for example, about 240 mm. It has a beam h1. Both ends of the receiving beam 11 are joined to column members (not shown) constituting the wall body 20, preferably via beam receiving brackets, so that they are laid between these column members, It is attached to the upper part of the wall body 20 so as to extend in the lateral direction.

また、受け梁11の側面における掛け梁12の接合箇所には、梁受け金物13を固定するためのボルト螺着孔17(図3参照)が、縦方向に間隔をおいて3箇所に形成されている。これらのボルト螺着孔17は、受け梁11の側面側の部分が拡径した2段構造を備えている。これらの側面側の拡径部分17aに、梁受け金物13の当接プレート部13aから外側に突出して設けられた位置決め突部13bを装着することで、梁受け金物13を、受け梁11の側面に安定した状態で位置決めさせて、ボルト部材22を用いて受け梁11の側面に強固に締着固定できるようになっている。   In addition, bolt screw holes 17 (see FIG. 3) for fixing the beam receiving metal 13 are formed at three positions at intervals in the vertical direction at the joining position of the hanging beam 12 on the side surface of the receiving beam 11. ing. These bolt screw holes 17 have a two-stage structure in which the side portion of the receiving beam 11 is expanded in diameter. By attaching positioning protrusions 13b provided to project outward from the contact plate portion 13a of the beam receiving member 13 to the enlarged diameter portions 17a on the side surfaces, the beam receiving member 13 is attached to the side surface of the receiving beam 11. In a stable state, the bolt member 22 can be used to firmly fasten and fix to the side surface of the receiving beam 11.

横架材接合部構造10を構成する掛け梁12は、例えば幅105mm程度、高さ360mm程度の大きさの木製の角材からなり、例えば360mm程度の梁せいh2を有している。掛け梁12は、一方の端部12aが梁受け金物13を介して受け梁11に接合されると共に、他方の端部が、例えば当該受け梁11と対向して平行に配置された、当該受け梁11と同様の構成を備える他の受け梁11に梁受け金物13を介して接合されることにより、これらの受け梁11の間に架設されて、受け梁11と垂直な横方向に延設して取り付けられている。掛け梁12には、受け梁11に接合される端部12aの下端角部を凹状に切り欠いて、後述する凹状切欠き部16が形成されている。   The hanging beam 12 constituting the horizontal member joint structure 10 is made of a wooden square having a width of about 105 mm and a height of about 360 mm, for example, and has a beam h2 of about 360 mm, for example. The hanging beam 12 has one end portion 12a joined to the receiving beam 11 via a beam bracket 13, and the other end portion, for example, facing the receiving beam 11 and arranged in parallel. By being joined to another receiving beam 11 having the same configuration as that of the beam 11 via a beam receiving metal 13, it is installed between these receiving beams 11 and extends in a lateral direction perpendicular to the receiving beam 11. Attached. The hanging beam 12 is formed with a concave notch portion 16 to be described later by notching the lower end corner portion of the end portion 12a joined to the receiving beam 11 into a concave shape.

また、本実施形態では、掛け梁12の受け梁11に接合される端部12aの端面の凹状切欠き部16よりも上方の部分には、当該端面と垂直な方向に切り込まれた一対の平行な接合溝18aを含む、略コの字断面形状の切欠き凹部18が形成されている。すなわち、切欠き凹部18は、掛け梁12の端部12aの端面に沿って薄く切り欠かれた、略コの字断面形状の中間辺部による端面切欠き部18bと、端面切欠き部18bの両端部から掛け梁12の軸方向に向けて垂直に切り込まれた、略コの字断面形状の一対の側辺部による接合溝18aとからなる。   Further, in the present embodiment, a pair of upper end portions of the end portion 12a joined to the receiving beam 11 of the hanging beam 12 above the concave notch 16 are cut in a direction perpendicular to the end surface. A notch recess 18 having a substantially U-shaped cross section including a parallel joining groove 18a is formed. That is, the notch recess 18 includes an end face notch portion 18b formed by an intermediate side portion having a substantially U-shaped cross section, which is thinly cut along the end face of the end portion 12a of the hanging beam 12, and an end face notch portion 18b. It consists of a joining groove 18a formed by a pair of side portions having a substantially U-shaped cross section cut vertically from both ends toward the axial direction of the hanging beam 12.

掛け梁12の端部12aを、梁受け金物13を介して受け梁11の側面に接合固定する際に、受け梁11の側面に固定された梁受け金物13の一対の張出しプレート部13cは、掛け梁12の端部12aに形成された切欠き凹部18の一対の接合溝18aに、各々ぴったりと嵌め込まれるようにして装着される。また梁受け金物13の当接プレート部13aは、切欠き凹部18の端面切欠き部18bに納められた状態で取り付けられる。   When the end portion 12a of the hanging beam 12 is joined and fixed to the side surface of the receiving beam 11 via the beam receiving member 13, the pair of projecting plate portions 13c of the beam receiving member 13 fixed to the side surface of the receiving beam 11 are: It is mounted so that it fits in each of the pair of joining grooves 18a of the notch recess 18 formed in the end 12a of the hanging beam 12. Further, the contact plate portion 13 a of the beam receiver 13 is attached in a state of being accommodated in the end surface notch portion 18 b of the notch recess portion 18.

また、掛け梁12の端部12aの、切欠き凹部18が形成された端面と近接する部分の側面には、両側の側面の間を貫通するようにして、接合溝18aに装着された梁受け金物13の張出しプレート部13cに形成された複数のドリフトピン係合孔13dやドリフトピン係合切欠13eと合致する位置に、梁側ドリフトピン係合孔19が穿孔形成されている。   Further, a beam receiver attached to the joining groove 18a is formed on the side surface of the end portion 12a of the hanging beam 12 adjacent to the end surface where the notch recess 18 is formed so as to penetrate between both side surfaces. A beam-side drift pin engagement hole 19 is drilled at a position that coincides with a plurality of drift pin engagement holes 13d and drift pin engagement notches 13e formed in the overhang plate portion 13c of the metal piece 13.

本実施形態では、梁受け金物13は、好ましくは金属製のプレート部材に折り曲げ加工等を施すことによって、コの字の中間辺部を構成する当接プレート部13aと、コの字の両側の側辺部を構成する一対の張出しプレート部13cとからなる、略コの字断面形状を有するように加工形成された梁接合用のプレート状の金物である。梁受け金物13の当接プレート部13aには、縦方向に所定の間隔をおいて、3箇所のボルト締着孔が、位置決め突部13bの中央部分に開口形成されており、一対の張出しプレート部13cには、縦方向に所定の間隔をおいて、6箇所のドリフトピン係合孔13dやドリフトピン係合切欠き13eが開口形成されている。   In the present embodiment, the beam receiver 13 is preferably formed by bending a metal plate member, so that the contact plate portion 13a constituting the middle side portion of the U-shape and the both sides of the U-shape. It is a plate-like metal fitting for beam joining which is formed by processing so as to have a substantially U-shaped cross-sectional shape, which is composed of a pair of overhanging plate portions 13c constituting the side portions. The abutting plate portion 13a of the beam receiver 13 has three bolt fastening holes formed in the center portion of the positioning projection 13b at predetermined intervals in the vertical direction. In the portion 13c, six drift pin engagement holes 13d and drift pin engagement notches 13e are formed at predetermined intervals in the vertical direction.

また、本実施形態では、上述のように、略コの字断面形状を有する梁受け金物13の当接プレート部13aの外側面から外側に突出して、受け梁11の側面に形成されたボルト螺着孔17の拡径部分17aに位置決め装着される、位置決め突部13bが、縦方向に所定の間隔をおいて3箇所に設けられている。これらの位置決め突部13bの中央部分には、ボルト締着孔が各々開口形成されており、梁受け金物13を受け梁11の側面に固定するためのボルト部材22の頭部が、必要に応じてワッシャー部材を介在させた状態で、これらの位置決め突部13bの中空内部において締着されるようになっている。   Further, in the present embodiment, as described above, the bolt screw formed on the side surface of the receiving beam 11 so as to protrude outward from the outer surface of the contact plate portion 13a of the beam receiving member 13 having a substantially U-shaped cross-sectional shape. Positioning projections 13b that are positioned and mounted on the enlarged diameter portion 17a of the hole 17 are provided at three positions at predetermined intervals in the vertical direction. Bolt fastening holes are formed in the central portions of the positioning projections 13b, and the heads of bolt members 22 for fixing the beam receiver 13 to the side surface of the beam 11 are provided as necessary. With the washer member interposed, the positioning projections 13b are fastened inside the hollow space.

本実施形態では、受け梁11の側面における掛け梁12の接合箇所に固定された梁受け金物13の一対の張出しプレート部13cに、端部12aに形成した切欠き凹部18の一対の接合溝18aを嵌め込んで、掛け梁12の端部12aを受け梁11の側面に位置決めした後に、掛け梁12の端部12aの側面から、梁側ドリフトピン係合孔19を介して、ドリフトピン係合孔13dやドリフトピン係合切欠き13eに向けて複数のドリフトピン23を打ち込むことにより、掛け梁12の端部12aが、受け梁11の側面に、好ましくは受け梁11の天端面と掛け梁12の天端面の高さを揃えた状態で、容易に且つ安定した状態で強固に接合される。受け梁11と掛け梁12とが、天端面の高さを揃えて接合されていることにより、これらの受け梁11や掛け梁12を床部骨組み部材として、上階の床部材をより安定した状態で容易に支持することが可能になる。   In the present embodiment, a pair of joining grooves 18a of a notch recess 18 formed in the end 12a is formed in a pair of overhanging plate portions 13c of the beam receiving fixture 13 fixed to the joining portion of the hanging beam 12 on the side surface of the receiving beam 11. , And after positioning the end portion 12a of the hanging beam 12 on the side surface of the beam 11, the drift pin engagement is performed from the side surface of the end portion 12a of the hanging beam 12 through the beam side drift pin engagement hole 19. By driving a plurality of drift pins 23 toward the holes 13d and the drift pin engagement notches 13e, the end 12a of the hanging beam 12 is formed on the side surface of the receiving beam 11, preferably the top end surface of the receiving beam 11 and the hanging beam 12. In the state where the heights of the top end surfaces of the two are aligned, they are easily and firmly joined firmly in a stable state. Since the receiving beam 11 and the hanging beam 12 are joined with the height of the top end face aligned, the receiving beam 11 and the hanging beam 12 are used as a floor frame member to make the upper floor member more stable. It can be easily supported in the state.

そして、本実施形態では、受け梁11に接合される掛け梁12の端部12aの下端角部を凹状に切り欠いて、凹状切欠き部16が形成されている。凹状切欠き部16は、本実施形態では、掛け梁12の端部12aの下端角部において、図2に示すように、幅b1が例えば80mm程度、高さh3が180mm程度の領域に納まるように形成されている。ここで、凹状切欠き部16は、幅b1が20〜200mm程度、高さh3が60〜400mm程度の領域に納まるように形成されていることが好ましい。凹状切欠き部16がこのような領域に形成されていることにより、設備用配管や配線等を、掛け梁12を貫通させることなく通して容易に配置させることが可能になる。凹状切欠き部16は、切欠き上端部16aの、受け梁11の下端面11aよりも上方に食い込ませた高さh4が、20〜100mm程度となっていることが好ましい。これによって、例えば壁ボードからなる壁用面材21を、掛け梁12の外周形状に沿った形状に欠き込まずに、受け梁11に容易に取り付けることが可能になる。   And in this embodiment, the notch part 16 is formed by notching the lower end corner part of the edge part 12a of the hanging beam 12 joined to the receiving beam 11 into a concave shape. In the present embodiment, the concave notch 16 fits into a region where the width b1 is about 80 mm and the height h3 is about 180 mm, as shown in FIG. Is formed. Here, it is preferable that the concave notch 16 is formed so as to fit in a region where the width b1 is about 20 to 200 mm and the height h3 is about 60 to 400 mm. By forming the concave notch 16 in such a region, it is possible to easily arrange the piping for equipment, wiring, and the like without passing through the hanging beam 12. The concave notch 16 preferably has a height h4 of the notch upper end 16a that is bitten above the lower end surface 11a of the receiving beam 11 to about 20 to 100 mm. Thereby, the wall surface material 21 made of, for example, a wall board can be easily attached to the receiving beam 11 without being cut out in the shape along the outer peripheral shape of the hanging beam 12.

また、本実施形態では、凹状切欠き部16の切欠き上端部16aは、その内側面が、側面視して弧状に湾曲する湾曲凹面となっており、特に好ましくは、切欠き上端部16aは、その内側面が、側面視して略4半円弧形状に湾曲する湾曲凹面となっている。凹状切欠き部16の切欠き上端部16aの内側面が湾曲凹面となっていることにより、凹状切欠き部16の切欠き上端部16aにおいて掛け梁12に生じやすい、梁の断面が欠損していることによる掛け梁12の端部での割裂の発生を、効果的に回避することが可能になる。弧状に湾曲する湾曲凹面の曲率半径は、例えば20〜200mm程度となっていることが好ましい。   Further, in the present embodiment, the notch upper end portion 16a of the concave notch portion 16 is a curved concave surface whose inner surface is curved in an arc shape when viewed from the side, and particularly preferably, the notch upper end portion 16a is The inner surface is a curved concave surface that is curved into a substantially semicircular arc shape when viewed from the side. Since the inner side surface of the notch upper end portion 16a of the concave notch portion 16 is a curved concave surface, the cross section of the beam that is likely to occur in the hanging beam 12 at the notch upper end portion 16a of the concave notch portion 16 is lost. It is possible to effectively avoid the occurrence of splitting at the end of the hanging beam 12 due to being present. The radius of curvature of the curved concave surface curved in an arc is preferably about 20 to 200 mm, for example.

さらに、本実施形態では、凹状切欠き部16において、空調用の設備配管や、送排水用の設備配管や、電気配線用の設備配管等の配管類15が、図1にも示すように、掛け梁12を横断して連続して配設されている。また凹状切欠き部16に上端部分を通過させて、壁用面材21の前面側に、野縁24の端部を支持するライナー部材25が、掛け梁12を横断して連続して配設されている。野縁24の端部を支持するライナー部材25が、凹状切欠き部16に上端部分を通過させて取り付けられていることにより、野縁24に上面部を支持されて取り付けられる例えば天井ボード等の天井部材14を、掛け梁12の下面に近接させて配置して、下階の空間を広くすることが可能になる。   Furthermore, in this embodiment, as shown in FIG. 1, in the concave notch portion 16, as shown in FIG. 1, piping 15 such as air conditioning equipment piping, water supply / drainage equipment piping, electrical wiring equipment piping, etc. It is continuously arranged across the hanging beam 12. In addition, a liner member 25 that passes through the concave cutout portion 16 and supports the end portion of the field edge 24 is continuously disposed across the hanging beam 12 on the front surface side of the wall surface material 21. Has been. The liner member 25 that supports the end portion of the field edge 24 is attached to the concave notch portion 16 through the upper end portion, so that the upper surface portion is supported and attached to the field edge 24, such as a ceiling board. The ceiling member 14 can be disposed close to the lower surface of the hanging beam 12 to widen the space on the lower floor.

さらにまた、本実施形態では、凹状切欠き部16において、壁体20を構成する好ましくは防火被覆された耐力面材からなる壁用面材21が、上端縁部21aを切り欠くことなく、当該上端縁部21aを受け梁11の下部側面に接合して取り付けられている。   Furthermore, in the present embodiment, in the concave cutout portion 16, the wall face material 21 made of a load bearing face material that preferably constitutes the wall body 20 is provided with a fireproof coating without cutting out the upper edge 21a. The upper edge 21 a is joined and attached to the lower side surface of the beam 11.

そして、上述の構成を備える本実施形態の横架材接合部構造10によれば、天井部材14を掛け梁12の下面に近接させて配置した場合でも、掛け梁12の曲げ強度や接合強度を損なうことなく、各種の配管類15を、掛け梁12と交差する方向に連続させて天井裏に敷設することが可能になる。   And according to the horizontal member joining part structure 10 of this embodiment provided with the above-mentioned structure, even when the ceiling member 14 is disposed close to the lower surface of the hanging beam 12, the bending strength and the joining strength of the hanging beam 12 are increased. Without damaging it, it becomes possible to lay various pipes 15 on the back of the ceiling continuously in the direction intersecting the hanging beam 12.

すなわち、本実施形態によれば、受け梁11と掛け梁12との接合部において、掛け梁12の端部12aの下端角部を凹状に切り欠いて、凹状切欠き部16が形成されているので、掛け梁12が負担する荷重によって掛け梁12に生じる曲げ応力が小さくなる端部12aを切り欠いて形成した凹状切欠き部16に、配管類15を通すことで、掛け梁12の下面と天井部材14との間に僅かな隙間しかない場合でも、掛け梁12の曲げ強度や接合強度を損なうことなく、配管類15を、掛け梁12と交差する方向に連続させて容易に配設することが可能になる。   That is, according to the present embodiment, in the joint portion between the receiving beam 11 and the hanging beam 12, the lower end corner portion of the end portion 12a of the hanging beam 12 is cut out in a concave shape to form the concave cutout portion 16. Therefore, the piping 15 is passed through the concave notch 16 formed by notching the end 12a where the bending stress generated in the hanging beam 12 is reduced by the load borne by the hanging beam 12, so that the lower surface of the hanging beam 12 Even when there is only a slight gap between the ceiling member 14 and the ceiling member 14, the piping 15 is easily arranged continuously in the direction intersecting the hanging beam 12 without impairing the bending strength and bonding strength of the hanging beam 12. It becomes possible.

また、本実施形態によれば、図1に示すように、凹状切欠き部16において、壁用面材21を、上端縁部21aを切り欠くことなく、当該上端縁部21aを受け梁11の下部側面に接合して取り付けることができると共に、凹状切欠き部16に上端部分を通過させて、野縁24の端部を支持するライナー部材25を、掛け梁12を横断させて連続して取り付けることができるようになっている。これによって、例えば図5に示すように、受け梁11’と、この受け梁11’に端部12a’が支持されて架設される掛け梁12’との接合部において、掛け梁12’の端部12a’の下端角部に凹状切欠き部が形成されておらず、したがって、壁用面材21’の上端縁部21a’に掛け梁12’との緩衝を避けるためのコの字状の切欠き21b’を形成する必要があったり、ライナー部材25’を分断して取り付ける必要があったりするものと比較して、接合部の施工性を、効果的に向上させることが可能になる。   Further, according to the present embodiment, as shown in FIG. 1, in the concave cutout portion 16, the wall surface material 21 is received by the upper end edge portion 21 a of the receiving beam 11 without cutting out the upper end edge portion 21 a. The liner member 25 that can be attached to the lower side surface and that passes through the concave notch 16 through the upper end portion thereof and supports the end of the field edge 24 is continuously attached across the hanging beam 12. Be able to. As a result, for example, as shown in FIG. 5, at the joint between the receiving beam 11 ′ and the hanging beam 12 ′ supported by the receiving beam 11 ′ and the end portion 12a ′, the end of the hanging beam 12 ′ is obtained. A concave notch is not formed at the lower end corner of the portion 12a ′, and therefore, a U-shape for avoiding buffering with the hanging beam 12 ′ at the upper end edge 21a ′ of the wall surface material 21 ′. Compared with the case where it is necessary to form the notch 21b 'or the liner member 25' is divided and attached, the workability of the joint portion can be effectively improved.

なお、本発明は、上記実施形態に限定されることなく種々の変更が可能である。例えば、受け梁と掛け梁は、掛け梁の方が受け梁よりも梁せいが大きくなっている必要は必ずしもなく、例えば図4(a)に示すように、受け梁11の方が掛け梁12よりも梁せいが大きくなっていたり、図4(b)に示すように、受け梁11と掛け梁12の梁せいが同じになっていても良い。これらの場合でも、凹状切欠き部16に、配管類15や、ライナー部材25の上端部分や、壁用面材21の上端縁部21aを配置することで、上述と同様の作用効果が奏される。また受け梁と掛け梁とは、天端面の高さを揃えて接合されている必要は必ずしも無い。   Note that the present invention is not limited to the above embodiment, and various modifications can be made. For example, in the receiving beam and the hanging beam, the hanging beam does not necessarily have to be larger than the receiving beam. For example, as shown in FIG. As shown in FIG. 4B, the beam beams of the receiving beam 11 and the hanging beam 12 may be the same. Even in these cases, the same effects as described above can be obtained by arranging the piping 15, the upper end portion of the liner member 25, and the upper end edge portion 21 a of the wall surface material 21 in the concave notch portion 16. The Further, the receiving beam and the hanging beam do not necessarily have to be joined with the height of the top end face aligned.

10 横架材接合部構造
11 受け梁
11a 下端面
12 掛け梁
12a 端部
13 梁受け金物
14 天井部材
15 配管類
16 凹状切欠き部
16a 切欠き上端部
17 ボルト螺着孔
18 切欠き凹部
19 梁側ドリフトピン係合孔
20 壁体
21 壁用面材
21a 上端縁部
22 ボルト部材
23 ドリフトピン
24 野縁
25 ライナー部材
DESCRIPTION OF SYMBOLS 10 Horizontal member joining part structure 11 Receiving beam 11a Lower end surface 12 Hanging beam 12a End 13 Beam receiving member 14 Ceiling member 15 Piping 16 Recessed notch 16a Notch upper end 17 Bolt screwing hole 18 Notch recess 19 Beam Side drift pin engagement hole 20 Wall body 21 Wall face material 21a Upper end edge 22 Bolt member 23 Drift pin 24 Field edge 25 Liner member

Claims (8)

建物の各階の壁体の上部に配置される受け梁と、該受け梁に端部を支持されて架設される掛け梁との接合部における横架材接合部構造において、
前記受け梁に接合される前記掛け梁の端部の下端角部を凹状に切り欠いて、凹状切欠き部が形成されている横架材接合部構造。
In the horizontal member joint structure at the joint between the receiving beam arranged at the upper part of the wall of each floor of the building and the hanging beam supported by the receiving beam at the end,
A horizontal member joint structure in which a lower-end corner of the end of the hanging beam joined to the receiving beam is cut out in a concave shape to form a concave cut-out.
前記凹状切欠き部の切欠き上端部は、その内側面が、側面視して弧状に湾曲する湾曲凹面となっている請求項1記載の横架材接合部構造。 The horizontal member joint structure according to claim 1, wherein an upper end portion of the cutout portion of the concave cutout has a curved concave surface whose inner side surface is curved in an arc shape when viewed from the side. 前記切欠き上端部の内側面が、側面視して略4半円弧形状に湾曲する湾曲凹面となっている請求項2記載の横架材接合部構造。 The horizontal member joint structure according to claim 2, wherein an inner side surface of the upper end portion of the notch is a curved concave surface that is curved into a substantially semicircular arc shape when viewed from the side. 前記凹状切欠き部を通過させて、配管類が前記掛け梁を横断して連続して配設されている請求項1〜3のいずれか1項記載の横架材接合部構造。 The horizontal member joining portion structure according to any one of claims 1 to 3, wherein piping is continuously arranged across the hanging beam through the concave notch. 前記凹状切欠き部において、前記壁体を構成する壁用面材が、上端縁部を切り欠くことなく当該上端縁部を前記受け梁の側面に接合して取り付けられている請求項1〜4のいずれか1項記載の横架材接合部構造。 The wall face material constituting the wall body is attached to the concave notch portion by joining the upper edge to the side surface of the receiving beam without notching the upper edge. The horizontal member joint structure according to claim 1. 前記凹状切欠き部に上端部分を通過させて、前記壁用面材の前面側に、野縁の端部を支持するライナー部材が、前記掛け梁を横断して連続して配設されている請求項5記載の横架材接合部構造。 A liner member that passes the upper end portion through the concave notch and supports the edge of the field edge is continuously disposed across the hanging beam on the front side of the wall surface material. The horizontal member joint structure according to claim 5. 前記受け梁の梁せいよりも前記掛け梁の梁せいの方が大きくなっており、前記凹状切欠き部が、切欠き上端部を前記受け梁の下端面よりも上方に食い込ませて形成されており、該受け梁の下端面よりも上方に食い込んだ切欠き上端部において、前記壁体を構成する壁用面材が、上端縁部を切り欠くことなく当該上端縁部を前記受け梁の下部側面に接合して取り付けられている請求項1〜6のいずれか1項記載の横架材接合部構造。 The beam of the hanging beam is larger than the beam of the receiving beam, and the concave notch is formed by biting the upper end of the notch above the lower end surface of the receiving beam. A wall face material that constitutes the wall body at the upper end of the notch cut into the upper end of the lower end surface of the receiving beam, the upper end edge of the receiving member below the lower end of the receiving beam without notching the upper end edge. The horizontal member joint structure according to any one of claims 1 to 6, wherein the structure is joined to a side surface. 前記受け梁と前記掛け梁とが、天端面の高さを揃えて接合されている請求項1〜7のいずれか1項記載の横架材接合部構造。 The horizontal member joint structure according to claim 1, wherein the receiving beam and the hanging beam are joined with the height of the top end face aligned.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1113197A (en) * 1997-06-20 1999-01-19 Matsushita Electric Works Ltd Sound-insulating ceiling structure
JP2005240502A (en) * 2004-02-27 2005-09-08 Sumitomo Forestry Co Ltd Joint structure for horizontal member
JP4561473B2 (en) * 2005-05-23 2010-10-13 積水ハウス株式会社 Joint structure of large beam and small beam

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1113197A (en) * 1997-06-20 1999-01-19 Matsushita Electric Works Ltd Sound-insulating ceiling structure
JP2005240502A (en) * 2004-02-27 2005-09-08 Sumitomo Forestry Co Ltd Joint structure for horizontal member
JP4561473B2 (en) * 2005-05-23 2010-10-13 積水ハウス株式会社 Joint structure of large beam and small beam

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