JP2023028195A - T-shaped steel frame for beam material and hybrid beam material of steel frame and wood - Google Patents

T-shaped steel frame for beam material and hybrid beam material of steel frame and wood Download PDF

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JP2023028195A
JP2023028195A JP2021133750A JP2021133750A JP2023028195A JP 2023028195 A JP2023028195 A JP 2023028195A JP 2021133750 A JP2021133750 A JP 2021133750A JP 2021133750 A JP2021133750 A JP 2021133750A JP 2023028195 A JP2023028195 A JP 2023028195A
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steel frame
plate portion
shaped steel
beam material
wood
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JP6989194B1 (en
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茂 内田
Shigeru Uchida
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UCHIDA TEKKOSHO KK
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Abstract

To provide a T-shaped steel frame usable so as to further rationally constitute a hybrid beam material with high fire resistance, which is capable of being manufactured by properly corresponding to various specifications with a small environmental load, and a hybrid beam material of steel frame and wood.SOLUTION: In a T-shaped steel frame 10 for a beam material having a T-shaped cross section is formed by a longitudinal plate part 20 whose cross-sectional shape is longitudinally long so as to form a web of a long, flat steel material constituting a core part of the beam material, and a transverse plate part 30 whose cross-sectional shape is laterally long so as to form a flange of a long, flat steel material constituting the upper surface of the beam material. The longitudinal plate part 20 and the transverse plate part 30 are fixed to each other by fitting a plurality of tenons 23 provided on the upper edge side of the longitudinal plate part 20 correspondingly to a plurality of mortises 31 provided opening in a slit shape in the horizontal plate part 30 at intervals in the longitudinal direction, into the plurality of mortises 31.SELECTED DRAWING: Figure 7

Description

この発明は、梁材の芯部を構成する長尺平板状の鋼材であってウェブを形成するように断面形状が縦方向に長い縦板部、及び梁材の上面を構成する長尺平板状の鋼材であってフランジを形成するように断面形状が横方向に長い横板部によって、断面形状がT字形に形成された梁材用のT字状鉄骨及び鉄骨と木材のハイブリット梁材に関する。 The present invention relates to a long flat plate-shaped steel material that constitutes the core of a beam material, and has a vertical plate portion that is long in the vertical direction so as to form a web in cross section, and a long flat steel material that constitutes the upper surface of the beam material. It relates to a T-shaped steel frame for a beam material and a steel frame-wood hybrid beam material having a T-shaped cross-sectional shape formed by a horizontal plate part whose cross-sectional shape is long in the horizontal direction so as to form a flange.

従来、鉄骨と木材のハイブリット梁材としては、集成材によるもので、加熱時間に応じた被覆厚さを確保した木質部材を柱、梁等の構造材である鉄骨部材の耐火被覆としたものであって、木質部材(集成材)による耐火被覆材で鉄骨造の耐火被覆が実現でき、建物の耐火構造化と木質化が同時に無駄なく容易に実現可能となるので、工事時間の短縮とコスト削減が図れるものであり、木材を耐火被覆材として使うことは、新たな分野での活用となり、森林資源の活用範囲が広がり、林業の活性化が図れ、CO削減に貢献できる(特許文献1)ものが提案されている。 Conventionally, the hybrid beam material of steel frame and wood is made of laminated wood, and the wooden member that secures the coating thickness according to the heating time is used as the fireproof coating of the steel frame member, which is the structural material such as pillars and beams. Therefore, it is possible to realize fire-resistant coating of steel frame structure with fire-resistant coating material made of wooden members (laminated lumber), and it is possible to easily realize both fire-resistant structure and wooden structure at the same time without waste, shortening construction time and reducing costs. The use of wood as a fireproof covering material can be used in new fields, expanding the range of utilization of forest resources, revitalizing the forestry industry, and contributing to CO2 reduction (Patent Document 1). something is proposed.

特開2013-11063号公報(第1頁)JP 2013-11063 A (page 1)

梁材用のT字状鉄骨及び鉄骨と木材のハイブリット梁材に関して解決しようとする問題点は、従来はH形鋼を利用してその周囲に木材を配することで耐火性を高めたものが提案されているが、T字状鉄骨を利用して木材とのハイブリット梁材としてより合理的且つ適切に構成できるものが提案されていないと共に、そのT字状鉄骨について環境負荷が小さく様々な仕様に適切に対応して製造できるものが提案されていないことにある。 Problems to be solved with respect to T-shaped steel frames for beams and hybrid beams of steel frames and wood have conventionally been made by using H-shaped steel and arranging wood around it to improve fire resistance. However, there has been no suggestion of a more rational and appropriate configuration as a hybrid beam material with wood using a T-shaped steel frame, and the T-shaped steel frame has a small environmental load and various specifications. The reason is that there has not been proposed a product that can be manufactured to appropriately correspond to the

そこで本発明の目的は、より合理的に耐火性の高いハイブリット梁材を構成するように利用できるT字状鉄骨について、環境負荷が小さく様々な仕様に適切に対応して製造できる梁材用のT字状鉄骨及び鉄骨と木材のハイブリット梁材を提供することにある。 Therefore, the object of the present invention is to provide a T-shaped steel frame that can be used to construct a more rationally high fire-resistant hybrid beam material, and which can be manufactured appropriately to meet various specifications with a small environmental load. To provide a T-shaped steel frame and a hybrid beam material of a steel frame and wood.

本発明は、上記目的を達成するために次の構成を備える。
本発明に係る梁材用のT字状鉄骨の一形態によれば、梁材の芯部を構成する長尺平板状の鋼材であってウェブを形成するように断面形状が縦方向に長い縦板部、及び梁材の上面を構成する長尺平板状の鋼材であってフランジを形成するように断面形状が横方向に長い横板部によって、断面形状がT字形に形成された梁材用のT字状鉄骨であって、長尺方向に間隔をおいて前記横板部にスリット状に開口して設けられた複数のほぞ穴に、該ほぞ穴に対応して前記縦板部の上縁側に設けられた複数のほぞが嵌められることで、前記縦板部と前記横板部とが固定されて設けられている。
The present invention has the following configurations in order to achieve the above object.
According to one embodiment of the T-shaped steel frame for beam material according to the present invention, a long flat plate-shaped steel material that constitutes the core of the beam material has a longitudinally long cross-sectional shape so as to form a web. For beam members with a T-shaped cross-section formed by a plate portion and a horizontal plate portion that is a long flat steel material that constitutes the upper surface of the beam member and has a laterally long cross-sectional shape so as to form a flange. In the T-shaped steel frame, a plurality of mortises provided with slit-shaped openings in the horizontal plate part at intervals in the longitudinal direction are provided on the vertical plate part corresponding to the mortises The vertical plate portion and the horizontal plate portion are fixed and provided by fitting a plurality of tenons provided on the edge side.

本発明に係る梁材用のT字状鉄骨の一形態によれば、前記ほぞが、前記ほぞ穴を貫通して前記横板部の上面から突き出る突出部を備え、該ほぞの突出部にスリット状に開口して設けられた固定用の挿通孔が設けられ、該固定用の挿通孔に挿通されて前記縦板部の上縁側に配された前記横板部の上側に位置されて固定されることで、前記横板部が前記縦板部から離脱しないように固定する固定用部材を備えることを特徴とすることができる。 According to one aspect of the T-shaped steel frame for the beam material according to the present invention, the tenon has a protrusion that penetrates the mortise hole and protrudes from the upper surface of the horizontal plate portion, and the protrusion of the tenon has a slit. A fixing insertion hole is provided that is open in a shape, and is inserted through the fixing insertion hole to be positioned and fixed above the horizontal plate portion arranged on the upper edge side of the vertical plate portion. By doing so, it is possible to provide a fixing member that fixes the horizontal plate portion so that it does not separate from the vertical plate portion.

本発明に係る梁材用のT字状鉄骨の一形態によれば、前記縦板部の上縁における長手方向の中央が、最も上側へ湾曲したアーチ状に形成されていることを特徴とすることができる。
本発明に係る梁材用のT字状鉄骨の一形態によれば、前記縦板部に重量を軽減するための軽量化用透孔が、前記T字状鉄骨の長尺方向に複数設けられていることを特徴とすることができる。
本発明に係る梁材用のT字状鉄骨の一形態によれば、前記横板部の上面に、複数のスタッドジベルが固定されていることを特徴とすることができる。
According to one aspect of the T-shaped steel frame for the beam material according to the present invention, the center of the longitudinal direction of the upper edge of the vertical plate portion is formed in an arch shape that is curved to the uppermost side. be able to.
According to one aspect of the T-shaped steel frame for beam material according to the present invention, a plurality of lightening holes for reducing weight are provided in the longitudinal direction of the T-shaped steel frame in the vertical plate portion. It can be characterized as
According to one aspect of the T-shaped steel frame for beam material according to the present invention, a plurality of stud dowels are fixed to the upper surface of the horizontal plate portion.

本発明に係る鉄骨と木材のハイブリット梁材の一形態によれば、前記梁材用のT字状鉄骨を用いた鉄骨と木材のハイブリット梁材であって、前記T字状鉄骨における長尺方向の両端部及び前記横板部の上面側を除いた部位である前記縦板部を、覆って内包するように設けられた包囲木材部とを備えることを特徴とすることができる。 According to one embodiment of the steel frame and wood hybrid beam material according to the present invention, a steel frame and wood hybrid beam material using the T-shaped steel frame for the beam material, the longitudinal direction of the T-shaped steel frame and an enclosing wooden portion provided so as to cover and enclose the vertical plate portion, which is a portion excluding the upper surface side of the horizontal plate portion and both ends of the horizontal plate portion.

本発明に係る鉄骨と木材のハイブリット梁材の一形態によれば、前記包囲木材部が、内側の木材層と外側の木材層の2層に設けられ、前記内側の木材層と前記外側の木材層との間に不燃材層が配されていることを特徴とすることができる。 According to one embodiment of the steel frame and wood hybrid beam material according to the present invention, the surrounding wood portion is provided in two layers, an inner wood layer and an outer wood layer, and the inner wood layer and the outer wood layer are provided. It can be characterized in that a noncombustible material layer is arranged between the layers.

本発明に係る梁材用のT字状鉄骨及び鉄骨と木材のハイブリット梁材によれば、より合理的に耐火性の高いハイブリット梁材を構成するように利用できるT字状鉄骨について、環境負荷が小さく様々な仕様に適切に対応して製造できるという特別有利な効果を奏する。 According to the T-shaped steel frame for beam material and the hybrid beam material of steel frame and wood according to the present invention, the T-shaped steel frame that can be used to construct a more rationally high fire-resistant hybrid beam material has an environmental load. It has a particularly advantageous effect that it can be produced in such a way that it is small and can be manufactured in a suitable manner to meet various specifications.

本発明に係る鉄骨と木材のハイブリット梁材の形態例を示す断面図である。1 is a cross-sectional view showing an example of a form of a hybrid beam material of steel frame and wood according to the present invention. FIG. 図1の形態例に用いることができるT字状鉄骨の形態例を示す(a)正面図及び(b)端面図である。1. It is the (a) front view and (b) end elevation which show the example of a T-shaped steel frame which can be used for the example of a form of FIG. 図1の形態例に用いることができるT字状鉄骨の他の形態例を示す(a)正面図及び(b)端面図である。1. It is the (a) front view and (b) end view which show the other example of a T-shaped steel frame which can be used for the example of the form of FIG. 本発明に係る梁材用のT字状鉄骨(ほぞ組立構造)の形態例を示す(a)正面図及び(b)端面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is the (a) front view and (b) end elevation which show the example of a form of the T-shaped steel-frame (tenon assembly structure) for beam materials which concerns on this invention. 図4の部分(右側端部)拡大図である。FIG. 5 is an enlarged view of a part (right end) of FIG. 4; 図4のA-A線断面図である。FIG. 5 is a cross-sectional view taken along line AA of FIG. 4; 図4の形態例の部分分解組立図である。5 is a partially exploded view of the embodiment of FIG. 4; FIG. 本発明に係るT字状鉄骨(ほぞ組立構造)を用いた鉄骨と木材のハイブリット梁材の形態例を示す(a)正面図及び(b)端面図である。It is (a) a front view and (b) an end view showing the form example of the hybrid beam material of the steel frame and wood using the T-shaped steel frame (tenon assembly structure) which concerns on this invention. 本発明に係るT字状鉄骨(ほぞ組立構造)を用いた鉄骨と木材のハイブリット梁材の形態例を示す断面図である。FIG. 2 is a cross-sectional view showing a form example of a hybrid beam material of steel and wood using a T-shaped steel frame (tenon assembly structure) according to the present invention. 本発明に係る鉄骨と木材のハイブリット梁材の形態例の使用状態を示す断面図である。FIG. 2 is a cross-sectional view showing a usage state of a form example of a hybrid beam material of steel frame and wood according to the present invention.

以下、本発明に係る梁材用のT字状鉄骨及び鉄骨と木材のハイブリット梁材の形態例を、図面(図1~10)に基づいて詳細に説明する。 Embodiments of the T-shaped steel frame for beam material and the hybrid beam material of steel frame and wood according to the present invention will now be described in detail with reference to the drawings (FIGS. 1 to 10).

本発明に係る鉄骨と木材のハイブリット梁材は、図1や図9などに示すように、梁材の芯部を構成する長尺平板状の鋼材であってウェブを形成するように断面形状が縦方向に長い縦板部20、及び梁材の上面を構成する長尺平板状の鋼材であってフランジを形成するように断面形状が横方向に長い横板部30によって、断面形状がT字形に形成された梁材用のT字状鉄骨10と、そのT字状鉄骨10における長尺方向の両端部及び横板部30の上面側を除いた部位である縦板部20を、内包して覆うように設けられた包囲木材部50とを備える。なお、この鉄骨と木材のハイブリット梁材は、長尺方向の両端部に設けられた鉄骨柱への取付用孔11を用いて、締結手段によって、鉄骨柱に取り付けられ使用されるものである。 As shown in FIGS. 1 and 9, the steel-frame and wood hybrid beam according to the present invention is a long flat steel material that constitutes the core of the beam, and has a cross-sectional shape that forms a web. The cross-sectional shape is T-shaped by the vertical plate portion 20 that is long in the vertical direction and the horizontal plate portion 30 that is a long flat steel material that constitutes the upper surface of the beam material and has a cross-sectional shape that is long in the horizontal direction so as to form a flange. T-shaped steel frame 10 for the beam material formed in , and the vertical plate portion 20, which is a portion excluding both ends in the longitudinal direction of the T-shaped steel frame 10 and the upper surface side of the horizontal plate portion 30, are included. and an enclosing wood part 50 provided to cover it. This hybrid beam material of steel frame and wood is used by being attached to a steel frame column by fastening means using holes 11 for attachment to the steel frame column provided at both ends in the longitudinal direction.

この発明によれば、T字状鉄骨を利用し、より合理的に耐火性の高い、鉄骨と木材のハイブリット梁材を構成できるという特別有利な効10果を奏する。すなわち、本発明の鉄骨と木材のハイブリット梁材によれば、T字状鉄骨10を用いるため、従来のH形鋼を用いて鉄骨と木材のハイブリッド梁材を構成する場合と比較すると、下側のフランジの部分がないことになり、その下側のフランジを覆うように形成されていた従来の包囲木材部に比べ、本発明に係る包囲木材部50は簡易な形態となる。そして、下側のフランジの部分がないことで、包囲木材部50が、縦板部20を十分に厚く且つ好適に覆うことができるため、耐火性能を高めることができる。 According to the present invention, a T-shaped steel frame is utilized, and a particularly advantageous effect is obtained in that a hybrid beam material of steel frame and wood, which is more reasonably high in fire resistance, can be constructed. That is, according to the hybrid beam material of the steel frame and wood of the present invention, since the T-shaped steel frame 10 is used, compared with the case of configuring the hybrid beam material of the steel frame and wood using the conventional H-shaped steel, the lower side As compared with the conventional surrounding wood part which is formed to cover the lower flange, the surrounding wood part 50 according to the present invention has a simpler form. Since the enclosing wood part 50 has a sufficient thickness and suitably covers the vertical plate part 20 due to the lack of the lower flange portion, the fire resistance can be improved.

つまり、梁材は、火災の際に、その下側の角部を中心に炎によって焙られて損傷し易く、木材のみで構成されるものは延焼し、鉄骨のみで構成されるものは高温に曝されて変形し易い。これに対して、本発明に係る鉄骨と木材のハイブリット梁材では、包囲木材部50の表面は損傷するが、内部の縦板部20を含むT字状鉄骨10は、H形鋼の場合に比較して、よりも合理的に包囲木材部50に守られて損傷しにくく、建物としての構造強度を維持することができる。なお、H形鋼の場合は、下側のフランジに火災の熱が伝わり易く、損傷の原因になり易い。従って、本発明に係るT字状鉄骨を利用した鉄骨と木材のハイブリット梁材によれば、そのT字状鉄骨による鉄骨構造によってスパンの長い大空間の建築物を実現でき、その耐火性を向上できる。 In other words, in the event of a fire, the beams are easily damaged by being roasted by the flame, especially at the lower corners. Easy to deform when exposed. On the other hand, in the hybrid beam material of the steel frame and wood according to the present invention, the surface of the enclosing wood portion 50 is damaged, but the T-shaped steel frame 10 including the internal vertical plate portion 20 is damaged in the case of H-section steel. In comparison, it is more rationally protected by the enclosing wooden part 50 and is less likely to be damaged, and the structural strength of the building can be maintained. In addition, in the case of H-section steel, the heat of a fire is easily transmitted to the lower flange, which easily causes damage. Therefore, according to the hybrid beam material of the steel frame and wood using the T-shaped steel frame according to the present invention, it is possible to realize a building with a long span and a large space by the steel frame structure with the T-shaped steel frame, and to improve the fire resistance. can.

また、本発明に係るT字状鉄骨10の製造方法としては、後述するように、圧延成形や溶接によらないで、縦板部20と横板部30を構成する鋼板同士を固定して一体化する方法を用いることができる。但し、このT字状鉄骨10としては、従来のT形鋼の製造方法を排除するものではなく、圧延成形や溶接によって製造されたものを用いることができるのは勿論である。 In addition, as a method for manufacturing the T-shaped steel frame 10 according to the present invention, as described later, the steel plates that constitute the vertical plate portion 20 and the horizontal plate portion 30 are fixed and integrated without rolling or welding. can be used. However, as the T-shaped steel frame 10, the conventional manufacturing method of T-shaped steel is not excluded, and it is a matter of course that the T-shaped steel frame 10 can be manufactured by rolling or welding.

なお、本形態例のT字状鉄骨10によれば、H形鋼に比べて、縦板部20(ウェブ)の板厚が厚く設定されている。このT字状鉄骨10によれば、T字状であってH形鋼に比べて簡素な形態であるが、鉛直荷重(縦荷重)を受ける強度を適切に得ることができる。例えば、本形態例のT字状鉄骨10の縦板部20としては厚さが25mmや28mmの鋼板を用いることができ、横板部30としては厚さが9mmや12mmの鋼板を用いることができる。 In addition, according to the T-shaped steel frame 10 of this embodiment, the plate thickness of the vertical plate portion 20 (web) is set thicker than that of the H-shaped steel. According to this T-shaped steel frame 10, although it is T-shaped and has a simpler form than the H-shaped steel, it is possible to appropriately obtain the strength to receive a vertical load (longitudinal load). For example, a steel plate with a thickness of 25 mm or 28 mm can be used as the vertical plate portion 20 of the T-shaped steel frame 10 of this embodiment, and a steel plate with a thickness of 9 mm or 12 mm can be used as the horizontal plate portion 30. can.

また、本形態例では、図1や図9などに示すように、包囲木材部50が、内側の木材層51と外側の木材層52の2層に設けられている。これによれば、耐火性能を高めることができ、外側の木材層52は、適宜に交換することが可能である。 In addition, in this embodiment, as shown in FIGS. 1 and 9, the enclosing wood portion 50 is provided in two layers, an inner wood layer 51 and an outer wood layer 52 . According to this, the fire resistance performance can be enhanced, and the outer wooden layer 52 can be appropriately replaced.

さらに、図1や図9などに示す形態例においては、包囲木材部50において不燃材層53を介在させることで、より耐火性を向上させている。すなわち、包囲木材部50が、内側の木材層51と外側の木材層52の2層に設けられ、その内側の木材層51と外側の木材層52との間に不燃材層53が配されて介在されている。本形態例の不燃材層53は、モルタルで形成された板状の部材(モルタル板)であり、内側の木材層51に形成された凹部又は溝部に嵌め込まれた形態に設けられている。なお、本形態例では、不燃材層53として、モルタル板を用いているが、これに限定されるものではなく、不燃性の高いものを適宜選択的に利用できるのは勿論である。また、包囲木材部50としては、反りや狂いの少ない集成材を用いることで、より適切に鉄骨と木材のハイブリット梁材を構築できる。 Furthermore, in the embodiments shown in FIGS. 1 and 9, the fire resistance is further improved by interposing the noncombustible material layer 53 in the enclosing wooden portion 50 . That is, the surrounding wood part 50 is provided in two layers, an inner wood layer 51 and an outer wood layer 52, and an incombustible material layer 53 is arranged between the inner wood layer 51 and the outer wood layer 52. intervened. The noncombustible material layer 53 of this embodiment is a plate-shaped member (mortar plate) formed of mortar, and is provided in a form of being fitted in a concave portion or a groove portion formed in the inner wooden layer 51 . Although a mortar plate is used as the incombustible material layer 53 in this embodiment, the material is not limited to this, and it is a matter of course that a highly incombustible material can be selectively used as appropriate. In addition, by using laminated lumber with little warp or warp as the enclosing lumber portion 50, a hybrid beam of steel frame and lumber can be constructed more appropriately.

また、本形態例のT字状鉄骨10に対する包囲木材部50の固定方法や、不燃材層53を含む包囲木材部50の組み込み方法は、図1や図9に示すように、ボルト12、ナット13及びワッシャー14などによる締結手段、木ネジ55や釘、或いは接着剤など、固着手段や接合手段、及び凹凸や溝を利用した組み込み形態を適宜選択的に用いることができるは勿論である。なお、外側の木材層52は、化粧板としても機能し、本形態例では木ネジ55を用いることで、適宜に交換することが可能である。 1 and 9, the method of fixing the enclosing wooden portion 50 to the T-shaped steel frame 10 and the method of incorporating the enclosing wooden portion 50 including the incombustible material layer 53 are as shown in FIGS. It goes without saying that fastening means such as 13 and washers 14, fixing means and joining means such as wood screws 55, nails, and adhesives, and an assembly form utilizing unevenness and grooves can be used appropriately and selectively. The outer wooden layer 52 also functions as a decorative board, and in this embodiment, it can be replaced as appropriate by using wood screws 55 .

図1の形態例では、T字状鉄骨10に、内側の木材層51が、嵌め込まれて、ボルト12、ナット13及びワッシャー14によって構成される締結部材によって固定され、不燃材層53が嵌められて接着剤によって仮止めされた外側の木材層52が、その不燃材層53の側が内側の木材層51の外面に接することで両者の間に介在するように、木ネジ55によって内側の木材層51に固定されている。なお、T字状鉄骨10の縦板部20には、図1や図4に示すようにボルト12を挿通できるボルト孔25が、適宜に間隔をおいて設けられている。 In the example of FIG. 1, an inner wooden layer 51 is fitted into the T-shaped steel frame 10 and fixed by a fastening member composed of bolts 12, nuts 13 and washers 14, and a noncombustible material layer 53 is fitted. The inner wood layer 52 is temporarily fixed with an adhesive by a wood screw 55 so that the noncombustible material layer 53 side of the outer wood layer 52 contacts the outer surface of the inner wood layer 51 and is interposed between them. 51. The vertical plate portion 20 of the T-shaped steel frame 10 is provided with bolt holes 25 through which the bolts 12 can be inserted, as shown in FIGS. 1 and 4, at appropriate intervals.

また、本発明に係る鉄骨と木材のハイブリット梁材に用いることができるT字状鉄骨10では、図2に示すように、縦板部20(T字状鉄骨10)の上縁における長手方向の中央が、最も上側へ湾曲したアーチ状に形成されている。つまり、図2に示すように、T字状鉄骨10の両端上角のX点とX’点とを結ぶ直線(水平直線)に対して、そのT字状鉄骨10の上縁の中央(Y点)が、上方へ湾曲(膨出)したアーチ状となっている。そして、本形態例では、縦板部20の下縁における長手方向の中央(Y点の真下の下縁の点)が、最も上側へ湾曲したアーチ状に形成されている。従って、本形態例では、縦板部20の縦方向の巾が、その縦板部20の長手方向の全長に亘って同じ巾になるように設けられている。なお、これに限らず、縦板部20の下縁が、その長手方向に平坦に設けられても縦荷重を適切に受けることができる。 In addition, in the T-shaped steel frame 10 that can be used for the hybrid beam material of the steel frame and wood according to the present invention, as shown in FIG. The center is formed in an arch shape that curves upwards. That is, as shown in FIG. 2, the center of the upper edge of the T-shaped steel frame 10 (Y point) has an arch shape that curves (bulges) upward. In this embodiment, the longitudinal center of the lower edge of the vertical plate portion 20 (the point on the lower edge just below the Y point) is formed in an arch shape that curves upwards. Therefore, in this embodiment, the width of the vertical plate portion 20 in the vertical direction is the same over the entire length of the vertical plate portion 20 in the longitudinal direction. Note that the vertical load can be appropriately received even if the lower edge of the vertical plate portion 20 is provided flat in the longitudinal direction without being limited to this.

そのアーチ状の湾曲の大きさは、例えば、X点からX´点の長さが6000mmとすると、その線分から上方への膨出したY点までの距離が10mm程度に設定することができる。これによれば、このT字状鉄骨10にかかる縦荷重を適切に受けることができ、その縦荷重によって生じるたわみによって、T字状鉄骨10の上面及び本形態例では下面(縦板部20の下縁)が平坦化するように調整することができる。なお、図2及び3では、T字状鉄骨10に包囲木材部50を固定するために用いられるボルト孔25の記載を省略しているが、図4に示すように、そのボルト孔25同士の間隔や数量などは、仕様に応じて適宜選択的に設定できるのは勿論である。 For example, if the length from point X to point X' is 6000 mm, the distance from the line to point Y, which bulges upward, can be set to about 10 mm. According to this, the vertical load applied to the T-shaped steel frame 10 can be appropriately received, and the deflection caused by the vertical load causes the upper surface of the T-shaped steel frame 10 and, in this embodiment, the lower surface (of the vertical plate portion 20). bottom edge) can be adjusted to be flattened. 2 and 3 omit the illustration of the bolt holes 25 used for fixing the enclosing wood portion 50 to the T-shaped steel frame 10, but as shown in FIG. It is needless to say that the interval and quantity can be appropriately and selectively set according to the specifications.

また、本形態例の鉄骨と木材のハイブリット梁材に用いることができるT字状鉄骨10では、図3に示すように、縦板部20に重量を軽減するための軽量化用透孔21が、T字状鉄骨10の長尺方向に複数設けられている。 Further, in the T-shaped steel frame 10 that can be used for the hybrid beam material of the steel frame and wood of this embodiment, as shown in FIG. , are provided in the longitudinal direction of the T-shaped steel frame 10 .

なお、図3に示した形態例によれば、軽量化用透孔21が正三角形を基礎として角部が丸められた形状に設けられている。これによれば、角状の切欠き部による応力集中を回避できる形態となっていると共に、トラス構造となっているため縦荷重を合理的に受けることができる形態となっている。すなわち、構造強度を維持できると共に、重量を適切に軽減できる形状になっている。 Note that, according to the embodiment shown in FIG. 3, the through hole 21 for weight reduction is provided in a shape having rounded corners based on an equilateral triangle. According to this configuration, stress concentration due to the angular notch can be avoided, and since the truss structure is used, a vertical load can be rationally received. That is, the shape is such that the structural strength can be maintained and the weight can be appropriately reduced.

また、本発明に係る梁材用のT字状鉄骨10としては、図4~7に示すように、長尺方向に間隔をおいて横板部30にスリット状に開口して設けられた複数のほぞ穴31に、そのほぞ穴31に対応して縦板部20の上縁側に設けられた複数のほぞ23が嵌められることで、縦板部20と横板部30とが固定されることで一体化されて設けられているものを採用できる。なお、この鋼材(縦板部20や横板部30)に設けられるほぞ23やほぞ穴31は、例えば、プラズマ切断などの既知の切断加工手段によって、適切に形成することができる。 Further, as the T-shaped steel frame 10 for the beam material according to the present invention, as shown in FIGS. The vertical plate portion 20 and the horizontal plate portion 30 are fixed by fitting a plurality of tenons 23 provided on the upper edge side of the vertical plate portion 20 so as to correspond to the mortise holes 31. can be adopted. The tenon 23 and the mortise hole 31 provided in the steel material (the vertical plate portion 20 and the horizontal plate portion 30) can be appropriately formed by known cutting means such as plasma cutting, for example.

これによれば、ほぞ穴31にほぞ23が嵌るため、縦板部20と横板部30とが長尺方向及び横方向について相互に規制されることになり、その縦板部20と横板部30とを適切に一体化させることができる。なお、ほぞ穴31にほぞ23が単に嵌るだけでは、上下方向に離脱するため、後述するような離脱を防止する手段が必要になるが、この上下方向の離脱手段については、その後述する例に限定されず、ネジ止め、カシメ、ろう付け、溶接などの固着手段を適宜選択的に用いることができるのは勿論である。 According to this, since the tenon 23 is fitted in the mortise hole 31, the vertical plate portion 20 and the horizontal plate portion 30 are mutually regulated in the longitudinal direction and the horizontal direction. 30 can be appropriately integrated. If the tenon 23 is simply fitted into the mortise hole 31, it will detach in the vertical direction, so means for preventing detachment as will be described later is required. It is of course possible to selectively use fixing means such as screwing, caulking, brazing, and welding as appropriate.

そして、本形態例の梁材用のT字状鉄骨では、ほぞ23が、ほぞ穴31を貫通して横板部30の上面から突き出る突出部23aを備え、そのほぞ23の突出部23aにスリット状に開口して設けられた固定用の挿通孔24が設けられ、その固定用の挿通孔24に挿通されて縦板部20の上縁側に配された横板部30の上側に位置されて固定されることで、横板部30が縦板部20から離脱しないように固定する固定用部材40を備えている。 In the T-shaped steel frame for the beam material of this embodiment, the tenon 23 has a protruding portion 23a that penetrates the mortise hole 31 and protrudes from the upper surface of the horizontal plate portion 30, and the protruding portion 23a of the tenon 23 has a slit. An insertion hole 24 for fixing is provided which is opened in a shape, and is inserted into the insertion hole 24 for fixing and positioned above the horizontal plate portion 30 arranged on the upper edge side of the vertical plate portion 20 . A fixing member 40 is provided to fix the horizontal plate portion 30 so that it does not separate from the vertical plate portion 20 when fixed.

これによれば、梁材用のT字状鉄骨10を、圧延成形や溶接などの大きなエネルギーが必要となる製造方法によらないで構築できるため、環境負荷が小さく、また、熱がかからないため変形することがなく、その変形を修正する必要がない。このため、梁材用のT字状鉄骨10における様々な仕様に容易に対応でき、最適な形態のものを簡便に製造できる利点がある。 According to this, the T-shaped steel frame 10 for the beam material can be constructed without using a manufacturing method that requires a large amount of energy, such as rolling and welding, so that the environmental load is small, and heat is not applied, so deformation without needing to modify the deformation. For this reason, there is an advantage that various specifications of the T-shaped steel frame 10 for beam members can be easily met, and the optimal form can be easily manufactured.

本形態例の具体的な形状は、図7に示すように、横板部30のほぞ穴31が、縦板部20の上縁に形成された凹凸部の凸部に相当するほぞ23に対応するように形成されており、縦板部20の厚さが嵌る幅で長細い矩形のスリット状(長孔状)に設けられている。また、本形態例の縦板部20の前記凸部に相当するほぞ23は、ほぞ穴31を突っ切って横板部30の上面側へ突出する突出部23aが、矩形状に連続して一体に設けられている。そして、固定用の挿通孔24が、矩形の板状の固定用部材40が挿通されるように、矩形のスリット状(長孔状)に形成されている。なお、ほぞ23、ほぞ穴31、固定用の挿通孔24及び固定用部材40の形態は、本形態例のように矩形状に限定されるものではなく、適切な嵌め合い関係になるものであればよく、例えば、角部を丸めた形状の長円状の嵌め合い形状であってもよい。 As shown in FIG. 7, the specific shape of this embodiment is such that the mortise 31 of the horizontal plate portion 30 corresponds to the tenon 23 corresponding to the convex portion of the uneven portion formed on the upper edge of the vertical plate portion 20. It is provided in a long and narrow rectangular slit shape (long hole shape) with a width that fits the thickness of the vertical plate portion 20 . In addition, the tenon 23 corresponding to the convex portion of the vertical plate portion 20 of this embodiment has a protrusion portion 23a which cuts through the mortise hole 31 and protrudes toward the upper surface side of the horizontal plate portion 30, and is continuous and integral in a rectangular shape. is provided. The fixing insertion hole 24 is formed in a rectangular slit shape (long hole shape) so that the rectangular plate-like fixing member 40 is inserted. The form of the tenon 23, the mortise hole 31, the fixing insertion hole 24, and the fixing member 40 is not limited to a rectangular shape as in the present embodiment, but may be any suitable fitting relationship. For example, it may be an oval fitting shape with rounded corners.

また、縦板部20の上縁にほぞ23が設けられるように形成された凹凸の凹の底面に相当する上縁面が、ほぞ23に嵌る横板部30を受けて支持する受縁面22となっており、突出部23aに設けられる固定用の挿通孔24は、その受縁面22から横板部30の厚さの間隔分に突出している側の部位に設けられている。そして、本形態例では、横板部30と固定用部材40とが、その横板部30に巾方向(左右)の中心を基準に左右対称位置に設けられた一対の締結用孔32と、その一対の締結用孔32に対応して固定用部材40に設けられた一対の締結用孔42とを用いて、一対の締結部材45(本形態例ではボルト・ナット)によって板同士を合せた形態に固定されている。これによれば、縦板部20と横板部30とが相互に上下方向に離脱することを防止でき、ほぞ23とほぞ穴31との嵌め合い関係によって前後左右については規制されているため、縦板部20と横板部30と合理的に固定することができる。 An upper edge surface corresponding to the bottom surface of the unevenness formed so that the tenon 23 is provided on the upper edge of the vertical plate portion 20 receives and supports the horizontal plate portion 30 fitted in the tenon 23 . The insertion hole 24 for fixing provided in the protruding portion 23 a is provided in a portion on the side protruding from the receiving edge surface 22 by an interval corresponding to the thickness of the lateral plate portion 30 . In this embodiment, the horizontal plate portion 30 and the fixing member 40 are provided in the horizontal plate portion 30 at symmetrical positions with respect to the center in the width direction (left and right), and a pair of fastening holes 32; Using a pair of fastening holes 42 provided in the fixing member 40 corresponding to the pair of fastening holes 32, the plates are joined together by a pair of fastening members 45 (bolts and nuts in this embodiment). fixed in form. According to this, it is possible to prevent the vertical plate portion 20 and the horizontal plate portion 30 from separating from each other in the vertical direction. The vertical plate portion 20 and the horizontal plate portion 30 can be rationally fixed.

さらに、本形態例では、図6や図7に示すように、矩形の板状の固定用部材40が左右に比較的長い形態に設けられており、縦板部20の固定用の挿通孔24に挿通された部分を中心位置にして左右対称位置に配される一対の締結部材45(本形態例ではボルト・ナット)の間隔が、固定用部材40の撓みを許容できる程度に比較的長く設定されている。これによれば、ほぞ23とほぞ穴31による縦板部20と横板部30との嵌め合い関係と、及び横板部30とその横板部30の上側に位置するように挿通される固定用部材40との嵌め合い関係や位置関係において、僅かなガタ(遊び)がないと容易に組み付けることができないが、その僅かな遊びを、固定用部材40が撓み変形することによって吸収して構造的に安定化するように設けられている。すなわち、建築物の上からの縦荷重(鉛直荷重)がかかると、固定用部材40の撓むことによって、横板部30が、縦板部20の前述の受縁面22に押接された状態で固定されることになり、横板部30と縦板部20とが一体となったT字状鉄骨10として構造的に安定した状態となることができる。 Furthermore, in this embodiment, as shown in FIGS. 6 and 7, a rectangular plate-shaped fixing member 40 is provided in a form relatively long in the left and right direction, and the insertion hole 24 for fixing the vertical plate portion 20 is provided. The interval between a pair of fastening members 45 (bolts and nuts in this embodiment) arranged symmetrically with respect to the center position of the portion inserted through the fixing member 40 is set relatively long enough to allow the bending of the fixing member 40. It is According to this, the fitting relationship between the vertical plate portion 20 and the horizontal plate portion 30 by the tenon 23 and the mortise hole 31, and the horizontal plate portion 30 and the fixing inserted so as to be positioned above the horizontal plate portion 30 In the fitting relationship and positional relationship with the fixing member 40, it cannot be easily assembled without a slight play (play). designed to be stable. That is, when a vertical load (vertical load) is applied from above the building, the fixing member 40 bends, causing the horizontal plate portion 30 to be pressed against the above-described receiving edge surface 22 of the vertical plate portion 20. Thus, the T-shaped steel frame 10 in which the horizontal plate portion 30 and the vertical plate portion 20 are integrated can be in a structurally stable state.

そして、図4~7に示した梁材用のT字状鉄骨10を用いることで、図8及び図9に示すように、鉄骨と木材のハイブリット梁材を構成することができる。この図8及び図9に示す形態例によれば、図1に示した形態例に比較して、横板部30の上面側に突出部23aと固定用部材40及び締結部材45が追加されて配された状態となっているが、これらの構成は、例えば床スラブ60(図10)を構築することによって埋め込まれる部分となって、その床スラブ60と一体化することができる。従って、構造的に強度を高めるように作用し、デメリットはない。なお、包囲木材部50の図9及び10に示す形態例における内側の木材層51は、左右に分割された半割構造になっており、その内側の木材層51の内側の段部に縦板部20が嵌るようになっており、内側の木材層51の製造コストを低減できる形態になっている。 By using the T-shaped steel frame 10 for beam material shown in FIGS. 4 to 7, a hybrid beam material of steel frame and wood can be constructed as shown in FIGS. 8 and 9, compared to the embodiment shown in FIG. 1, the projecting portion 23a, the fixing member 40, and the fastening member 45 are added to the upper surface side of the horizontal plate portion 30. Although laid out, these configurations can be integrated with the floor slab 60 (FIG. 10), for example by being part of the construction of the floor slab 60 (FIG. 10). Therefore, it acts to increase the strength structurally, and there is no demerit. 9 and 10 of the enclosing wooden portion 50 has a halved structure in which the inner wooden layer 51 is divided into left and right, and the inner stepped portion of the inner wooden layer 51 is provided with a vertical plate. The portion 20 is adapted to fit therein, and the configuration is such that the manufacturing cost of the inner wood layer 51 can be reduced.

さらに、本形態例の鉄骨と木材のハイブリット梁材では、図10に示すように、横板部30(T字状鉄骨10のフランジ)の上面に、複数のスタッドジベル61が固定されている。このようにスタッドジベル61を設けることができるため、床スラブ60を適切に構築することができる。これによって、構造強度の高い建築物を、適切に構築することができる。 Furthermore, in the hybrid beam material of the steel frame and wood of this embodiment, as shown in FIG. 10, a plurality of stud dowels 61 are fixed to the upper surface of the horizontal plate portion 30 (the flange of the T-shaped steel frame 10). Since the stud dowels 61 can be provided in this way, the floor slab 60 can be properly constructed. As a result, a building with high structural strength can be constructed appropriately.

すなわち、本形態例の鉄骨と木材のハイブリット梁材の横板部30の上面にデッキプレート62を固定することで、そのデッキプレート62を梁材の間に配することができ、横板部30の上面に設けられたスタッドジベル61を利用して鉄筋63を適切に配することができる。これによって、コンクリート65を適切に打設して床スラブ60を適切に構築することができ、構造強度の高い建築物を適切に構築することができる。 That is, by fixing the deck plate 62 to the upper surface of the horizontal plate portion 30 of the hybrid beam material of the steel frame and wood of this embodiment, the deck plate 62 can be arranged between the beams, and the horizontal plate portion 30 A stud dowel 61 provided on the upper surface of the steel bar 63 can be used to appropriately arrange the reinforcing bar 63 . As a result, the concrete 65 can be cast appropriately to properly construct the floor slab 60, and a building with high structural strength can be appropriately constructed.

以上、本発明につき好適な形態例を挙げて種々説明してきたが、本発明はこの形態例に限定されるものではなく、発明の精神を逸脱しない範囲内で多くの改変を施し得るのは勿論のことである。 Although the present invention has been described in various ways with preferred embodiments, the present invention is not limited to these embodiments, and many modifications can be made without departing from the spirit of the invention. It's about.

10 T字状鉄骨
11 鉄骨柱への取付用孔
12 ボルト
13 ナット
14 ワッシャー
20 縦板部
21 軽量化用透孔
22 受縁面
23 ほぞ
23a 突出部
24 固定用の挿通孔
25 ボルト孔
30 横板部
31 ほぞ穴
32 締結用孔
40 固定用部材
42 締結用孔
45 締結部材
50 包囲木材部
51 内側の木材層
52 外側の木材層
53 不燃材層
55 木ネジ
60 床スラブ
61 スタッドジベル
62 デッキプレート
63 鉄筋
65 コンクリート
REFERENCE SIGNS LIST 10 T-shaped steel frame 11 Attachment hole to steel frame column 12 Bolt 13 Nut 14 Washer 20 Vertical plate portion 21 Through hole for weight reduction 22 Receiving surface 23 Mortise 23a Protruding portion 24 Insertion hole for fixing 25 Bolt hole 30 Horizontal plate Part 31 Mortise 32 Fastening hole 40 Fixing member 42 Fastening hole 45 Fastening member 50 Surrounding wood part 51 Inner wood layer 52 Outer wood layer 53 Incombustible material layer 55 Wood screw 60 Floor slab 61 Stud dowel 62 Deck plate 63 Rebar 65 Concrete

Claims (7)

梁材の芯部を構成する長尺平板状の鋼材であってウェブを形成するように断面形状が縦方向に長い縦板部、及び梁材の上面を構成する長尺平板状の鋼材であってフランジを形成するように断面形状が横方向に長い横板部によって、断面形状がT字形に形成された梁材用のT字状鉄骨であって、
長尺方向に間隔をおいて前記横板部にスリット状に開口して設けられた複数のほぞ穴に、該ほぞ穴に対応して前記縦板部の上縁側に設けられた複数のほぞが嵌められることで、前記縦板部と前記横板部とが固定されて設けられていることを特徴とする梁材用のT字状鉄骨。
It is a long flat plate-shaped steel material that forms the core of the beam material and has a longitudinally long cross-sectional shape that forms a web, and a long flat steel material that forms the upper surface of the beam material. A T-shaped steel frame for a beam member having a T-shaped cross section formed by a lateral plate portion having a long cross-sectional shape so as to form a flange,
A plurality of mortises provided with slit-like openings in the horizontal plate portion at intervals in the longitudinal direction, and a plurality of tenons provided on the upper edge side of the vertical plate portion corresponding to the mortises. A T-shaped steel frame for a beam material, wherein the vertical plate portion and the horizontal plate portion are fixed by being fitted.
前記ほぞが、前記ほぞ穴を貫通して前記横板部の上面から突き出る突出部を備え、該ほぞの突出部にスリット状に開口して設けられた固定用の挿通孔が設けられ、該固定用の挿通孔に挿通されて前記縦板部の上縁側に配された前記横板部の上側に位置されて固定されることで、前記横板部が前記縦板部から離脱しないように固定する固定用部材を備えることを特徴とする請求項1記載の梁材用のT字状鉄骨。 The tenon has a protruding portion that penetrates the mortise hole and protrudes from the upper surface of the horizontal plate portion, and the protruding portion of the tenon is provided with an insertion hole for fixing that is opened in a slit shape, and the fixing is performed. The horizontal plate portion is inserted through the insertion hole and fixed above the horizontal plate portion arranged on the upper edge side of the vertical plate portion so that the horizontal plate portion is fixed so as not to separate from the vertical plate portion. 2. The T-shaped steel frame for beam members according to claim 1, further comprising a fixing member. 前記縦板部の上縁における長手方向の中央が、最も上側へ湾曲したアーチ状に形成されていることを特徴とする請求項1又は2記載の梁材用のT字状鉄骨。 3. The T-shaped steel frame for beam material according to claim 1, wherein the center of the longitudinal direction of the upper edge of the vertical plate portion is formed in the shape of an arch that curves upward. 前記縦板部に重量を軽減するための軽量化用透孔が、前記T字状鉄骨の長尺方向に複数設けられていることを特徴とする請求項1~3のいずれかに記載の梁材用のT字状鉄骨。 The beam according to any one of claims 1 to 3, wherein a plurality of weight reduction through holes for reducing weight are provided in the vertical plate portion in the longitudinal direction of the T-shaped steel frame. T-shaped steel frame for lumber. 前記横板部の上面に、複数のスタッドジベルが固定されていることを特徴とする請求項1~4のいずれかに記載の梁材用のT字状鉄骨。 The T-shaped steel frame for beam members according to any one of claims 1 to 4, wherein a plurality of stud dowels are fixed to the upper surface of the horizontal plate portion. 請求項1~5のいずれかに記載の梁材用のT字状鉄骨を用いた鉄骨と木材のハイブリット梁材であって、
前記T字状鉄骨における長尺方向の両端部及び前記横板部の上面側を除いた部位である前記縦板部を、覆って内包するように設けられた包囲木材部とを備えることを特徴とする鉄骨と木材のハイブリット梁材。
A steel frame and wood hybrid beam material using the T-shaped steel frame for beam material according to any one of claims 1 to 5,
An enclosing wooden part provided to cover and enclose the vertical plate part, which is a part of the T-shaped steel frame excluding both ends in the longitudinal direction and the upper surface side of the horizontal plate part. Hybrid beam material of steel frame and wood.
前記包囲木材部が、内側の木材層と外側の木材層の2層に設けられ、前記内側の木材層と前記外側の木材層との間に不燃材層が配されていることを特徴とする請求項6記載の鉄骨と木材のハイブリット梁材。 The surrounding wood part is provided in two layers, an inner wood layer and an outer wood layer, and a noncombustible material layer is arranged between the inner wood layer and the outer wood layer. The hybrid beam material of steel frame and wood according to claim 6.
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