JP6989194B1 - 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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JP6989194B1
JP6989194B1 JP2021133750A JP2021133750A JP6989194B1 JP 6989194 B1 JP6989194 B1 JP 6989194B1 JP 2021133750 A JP2021133750 A JP 2021133750A JP 2021133750 A JP2021133750 A JP 2021133750A JP 6989194 B1 JP6989194 B1 JP 6989194B1
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plate portion
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茂 内田
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株式会社内田鐵工所
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【課題】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。【解決手段】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であって、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、該ほぞ穴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とが固定されて設けられている。【選択図】図7PROBLEM TO BE SOLVED: To provide a T-shaped steel frame for a beam material which has a small environmental load and can be appropriately manufactured according to various specifications with respect to a T-shaped steel frame which can be used to construct a hybrid beam material having higher fire resistance more rationally. And a hybrid beam material of steel frame and wood. SOLUTION: A vertical plate portion 20 which is a long flat plate-shaped steel material constituting a core portion of a beam material and has a long cross-sectional shape in the vertical direction so as to form a web, and a long flat plate constituting the upper surface of the beam material. A T-shaped steel frame 10 for a beam material whose cross-sectional shape is formed in a T-shape by a horizontal plate portion 30 which is a shaped steel material and whose cross-sectional shape is long in the lateral direction so as to form a flange. In the plurality of grooves 31 provided by opening in the horizontal plate portion 30 in a slit shape at intervals, a plurality of grooves 23 provided on the upper edge side of the vertical plate portion 20 corresponding to the grooves 31 are provided. By being fitted, the vertical plate portion 20 and the horizontal plate portion 30 are fixedly provided. [Selection diagram] FIG. 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 is a long flat plate-shaped steel material that constitutes the core of the beam material, and has a vertical plate portion having a long cross-sectional shape in the vertical direction so as to form a web, and a long flat plate shape that constitutes the upper surface of the beam material. The present invention relates to a T-shaped steel frame for a beam material having a cross-sectional shape formed into a T-shape by a horizontal plate portion having a cross-sectional shape long in the lateral direction so as to form a flange, and a hybrid beam material of a steel frame and wood.

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 wood member that secures the coating thickness according to the heating time is used as the fireproof coating of the steel frame member that is the structural material such as columns and beams. Therefore, it is possible to realize a steel-framed fire-resistant coating with a fire-resistant coating material made of wood members (glulam), and it is possible to easily realize fire-resistant structure and wood conversion of a building at the same time without waste, thus shortening construction time and reducing costs. The use of wood as a fireproof coating material can be utilized in new fields, the range of utilization of forest resources can be expanded, the forestry industry can be activated, and CO 2 can be reduced (Patent Document 1). Things have been proposed.

特開2013−11063号公報(第1頁)Japanese Unexamined Patent Publication No. 2013-11063 (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。 The problem to be solved with respect to the T-shaped steel frame for the beam material and the hybrid beam material of the steel frame and wood has been improved in fire resistance by using H-shaped steel and arranging wood around it. Although it has been proposed, there has been no proposal for a hybrid beam material that can be constructed more rationally and appropriately 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. It is that there is no proposal that can be manufactured in response to the above.

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, an object of the present invention is to provide a T-shaped steel frame that can be used to construct a hybrid beam material having higher fire resistance more rationally, for a beam material that has a small environmental load and can be appropriately manufactured according to various specifications. It is an object of the present invention 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 comprises the following configurations in order to achieve the above object.
According to one form of the T-shaped steel frame for the beam material according to the present invention, it is a long flat plate-shaped steel material constituting the core portion of the beam material, and the cross-sectional shape is long in the vertical direction so as to form a web. For beam materials whose cross-sectional shape is formed in a T-shape by a horizontal plate portion which is a long flat plate-shaped steel material constituting the plate portion and the upper surface of the beam material and whose cross-sectional shape is long in the lateral direction so as to form a flange. In the T-shaped steel frame of the above, a plurality of grooves provided in the horizontal plate portion by opening in a slit shape at intervals in the long direction, and above the vertical plate portion corresponding to the grooves. The vertical plate portion and the horizontal plate portion are fixedly provided by fitting a plurality of grooves 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 form of the T-shaped steel frame for a beam material according to the present invention, the mortise has a protrusion that penetrates the mortise and protrudes from the upper surface of the horizontal plate portion, and a slit is formed in the protrusion of the mortise. A fixing insertion hole provided by opening in a shape is provided, and is inserted into the fixing insertion hole and is positioned and fixed on the upper side of the horizontal plate portion arranged on the upper edge side of the vertical plate portion. This makes it possible to provide a fixing member for fixing the horizontal plate portion so as not to 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 form of the T-shaped steel frame for a beam material according to the present invention, the center of the upper edge of the vertical plate portion in the longitudinal direction is formed in an arch shape curved to the uppermost side. be able to.
According to one form of the T-shaped steel frame for a beam material according to the present invention, a plurality of lightweight through holes for reducing the weight are provided in the vertical plate portion in the long direction of the T-shaped steel frame. It can be characterized by being.
According to one form of the T-shaped steel frame for a beam material according to the present invention, a plurality of stud gibber is 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 form of the hybrid beam material of steel frame and wood according to the present invention, it is a hybrid beam material of steel frame and wood using the T-shaped steel frame for the beam material, and the long direction in the T-shaped steel frame. The vertical plate portion, which is a portion excluding both end portions and the upper surface side of the horizontal plate portion, may be provided with a surrounding wood portion provided so as to cover and enclose the vertical 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 form of the hybrid beam material of steel frame and wood 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. It can be characterized in that a non-combustible 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 the beam material and the hybrid beam material of the steel frame and the wood according to the present invention, the environmental load of the T-shaped steel frame that can be used to form the hybrid beam material having higher fire resistance more rationally. It has a special advantageous effect that it can be manufactured in a small size and can be manufactured appropriately according to 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。It is sectional drawing which shows the morphological example of the hybrid beam material of a steel frame and wood which concerns on this invention. 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。It is (a) front view and (b) end view which shows the morphology example of the T-shaped steel frame which can be used for the morphology example 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。It is (a) front view and (b) end view which shows the other form example of the T-shaped steel frame which can be used for the form example 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。It is (a) front view and (b) end face view which shows the morphological example of the T-shaped steel frame (mortise assembly structure) for the beam material which concerns on this invention. 図4の部分(右側端部)拡大図である。FIG. 4 is an enlarged view of a portion (right end portion) of FIG. 図4のA−A線断面図である。FIG. 4 is a cross-sectional view taken along the line AA of FIG. 図4の形態例の部分分解組立図である。It is a partial exploded view of the form example of 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) front view and (b) end face view which shows the morphological example of the hybrid beam material of the steel frame and wood using the T-shaped steel frame (the hozo 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。It is sectional drawing which shows the morphological example of the hybrid beam material of a steel frame and wood using the T-shaped steel frame (the hozo assembly structure) which concerns on this 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。It is sectional drawing which shows the use state of the form example of the hybrid beam material of a steel frame and wood which concerns on this 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。 Hereinafter, morphological examples of the T-shaped steel frame for the beam material and the hybrid beam material of the steel frame and wood according to the present invention will 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 material according to the present invention is a long flat plate-shaped steel material constituting the core of the beam material and has a cross-sectional shape so as to form a web. The cross-sectional shape is T-shaped due to the vertical plate portion 20 that is long in the vertical direction and the horizontal plate portion 30 that is a long flat plate-shaped steel material constituting the upper surface of the beam material and has a long cross-sectional shape in the horizontal direction so as to form a flange. A T-shaped steel frame 10 for a beam material formed in the above, and a vertical plate portion 20 which is a portion of the T-shaped steel frame 10 excluding both ends in the long direction and the upper surface side of the horizontal plate portion 30 are included. It is provided with a surrounding timber portion 50 provided so as to cover it. It should be noted that this steel frame and wood hybrid beam material is used by being attached to the steel frame column by a fastening means using the attachment holes 11 to the steel frame column provided at both ends in the long 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, the T-shaped steel frame is used to obtain a particularly advantageous effect of being able to construct a more rationally high fire resistance hybrid beam material of steel frame and wood. That is, according to the hybrid beam material of steel frame and wood of the present invention, since the T-shaped steel frame 10 is used, it is lower than the case where the hybrid beam material of steel frame and wood is constructed by using the conventional H-shaped steel. The surrounding wood portion 50 according to the present invention has a simpler form than the conventional surrounding wood portion formed so as to cover the lower flange thereof. Since there is no lower flange portion, the surrounding wood portion 50 can sufficiently cover the vertical plate portion 20 in a sufficiently thick and suitable manner, so that 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 beam material is easily damaged by being roasted by the flame around the lower corners, the fire spreads if it is composed only of wood, and the temperature is high if it is composed only of steel frame. Easy to be exposed and deformed. On the other hand, in the steel frame and wood hybrid beam material according to the present invention, the surface of the surrounding wood portion 50 is damaged, but the T-shaped steel frame 10 including the internal vertical plate portion 20 is in the case of H-shaped steel. In comparison, it is more rationally protected by the surrounding timber portion 50 and is less likely to be damaged, and the structural strength of the building can be maintained. In the case of H-section steel, the heat of the fire is easily transferred to the lower flange, which tends to cause damage. Therefore, according to the steel-frame hybrid beam material using the T-shaped steel frame according to the present invention, the steel-framed structure of the T-shaped steel frame makes it possible to realize a building with a long span and improve its 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。 Further, as a method for manufacturing the T-shaped steel frame 10 according to the present invention, as will be described later, the steel plates constituting the vertical plate portion 20 and the horizontal plate portion 30 are fixed and integrated without rolling molding or welding. A method of rolling can be used. However, as the T-shaped steel frame 10, the conventional method for manufacturing T-shaped steel is not excluded, and it goes without saying that those manufactured by rolling molding or welding can be used.

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。 According to the T-shaped steel frame 10 of this embodiment, the plate thickness of the vertical plate portion 20 (web) is set to be thicker than that of the H-shaped steel. According to the 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 (vertical load). For example, a steel plate having 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 the present embodiment, and a steel plate having 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。 Further, in this embodiment, as shown in FIGS. 1 and 9, the surrounding 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 can be improved, and the outer wood layer 52 can be replaced as appropriate.

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。 Further, in the morphological examples shown in FIGS. 1 and 9, the fire resistance is further improved by interposing the noncombustible material layer 53 in the surrounding wood portion 50. That is, the surrounding wood portion 50 is provided in two layers, the inner wood layer 51 and the outer wood layer 52, and the noncombustible material layer 53 is arranged between the inner wood layer 51 and the outer wood layer 52. Intervened. The non-combustible 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 into a recess or groove formed in the inner wood layer 51. In this embodiment, a mortar plate is used as the non-combustible material layer 53, but the present invention is not limited to this, and it goes without saying that a highly non-combustible material can be appropriately and selectively used. Further, by using laminated lumber with less warpage or deviation as the surrounding timber portion 50, it is possible to more appropriately construct a hybrid beam material of steel frame and timber.

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。 Further, as shown in FIGS. 1 and 9, the method of fixing the surrounding wood portion 50 to the T-shaped steel frame 10 of this embodiment and the method of incorporating the surrounding wood portion 50 including the noncombustible material layer 53 include bolts 12 and nuts. Of course, it is possible to appropriately selectively use the fastening means by the 13 and the washer 14, the fixing means and the joining means such as the wood screw 55 and the nail, or the adhesive, and the incorporating form using the unevenness and the groove. The outer wood layer 52 also functions as a decorative board, and can be appropriately replaced by using the wood screws 55 in this embodiment.

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 embodiment of FIG. 1, the inner wood layer 51 is fitted into the T-shaped steel frame 10, fixed by a fastening member composed of bolts 12, nuts 13, and washers 14, and the noncombustible material layer 53 is fitted. The inner wood layer is interposed by the wood screws 55 so that the outer wood layer 52 temporarily fixed by the adhesive is interposed between the outer wood layer 52 by contacting the outer surface of the inner wood layer 51 with the side of the noncombustible material layer 53. It is fixed to 51. As shown in FIGS. 1 and 4, bolt holes 25 through which bolts 12 can be inserted are provided in the vertical plate portion 20 of the T-shaped steel frame 10 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。 Further, in the T-shaped steel frame 10 that can be used for the hybrid beam material of the steel frame and the wood according to the present invention, as shown in FIG. 2, in the longitudinal direction at the upper edge of the vertical plate portion 20 (T-shaped steel frame 10). The center is formed in an arch shape curved to the uppermost side. That is, as shown in FIG. 2, the center (Y) of the upper edge of the T-shaped steel frame 10 with respect to the straight line (horizontal straight line) connecting the X points and the X'points at the upper corners of both ends of the T-shaped steel frame 10. The points) are arched and curved (bulged) upward. In this embodiment, the center of the lower edge of the vertical plate portion 20 in the longitudinal direction (the point of the lower edge directly below the Y point) is formed in an arch shape curved to the uppermost side. Therefore, in this embodiment, the vertical width of the vertical plate portion 20 is provided to be the same width over the entire length of the vertical plate portion 20 in the longitudinal direction. Not limited to this, even if the lower edge of the vertical plate portion 20 is provided flat in the longitudinal direction thereof, the vertical load can be appropriately received.

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。 As for the size of the arch-shaped curve, for example, when the length from the X point to the X'point is 6000 mm, the distance from the line segment to the upwardly bulging Y point 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 due to the deflection caused by the vertical load, the upper surface of the T-shaped steel frame 10 and the lower surface in this embodiment (vertical plate portion 20). The lower edge) can be adjusted to flatten. In FIGS. 2 and 3, the description of the bolt holes 25 used for fixing the surrounding wood portion 50 to the T-shaped steel frame 10 is omitted, but as shown in FIG. 4, the bolt holes 25 are connected to each other. Of course, the interval, quantity, etc. can be 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 the wood of this embodiment, as shown in FIG. 3, the vertical plate portion 20 has a lightening through hole 21 for reducing the weight. , A plurality of T-shaped steel frames 10 are provided in the long direction.

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。 According to the embodiment shown in FIG. 3, the lightening through holes 21 are provided in a shape with rounded corners based on an equilateral triangle. According to this, the stress concentration due to the square notch can be avoided, and the truss structure allows the vertical load to 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. 4 to 7, a plurality of T-shaped steel frames 10 provided by opening in the horizontal plate portion 30 in a slit shape at intervals in the long direction. The vertical plate portion 20 and the horizontal plate portion 30 are fixed by fitting a plurality of grooves 23 provided on the upper edge side of the vertical plate portion 20 corresponding to the mortise hole 31 into the mortise hole 31. It is possible to adopt the one that is provided integrally with. The mortise 23 and the mortise 31 provided in the steel material (vertical plate portion 20 and horizontal plate portion 30) can be appropriately formed by a known cutting means such as plasma cutting.

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 fits into the mortise hole 31, the vertical plate portion 20 and the horizontal plate portion 30 are mutually regulated in the long direction and the horizontal direction, and the vertical plate portion 20 and the horizontal plate portion 20 are mutually regulated. The unit 30 can be appropriately integrated. If the mortise 23 is simply fitted into the mortise hole 31, the mortise 23 is detached in the vertical direction. Therefore, a means for preventing the detachment as described later is required. Of course, the fixing means such as screwing, caulking, brazing, and welding can be appropriately and selectively used without limitation.

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。 Further, in the T-shaped steel frame for the beam material of the present embodiment, the tenon 23 is provided with a protruding portion 23a that penetrates the tenon 31 and protrudes from the upper surface of the horizontal plate portion 30, and a slit is provided in the protruding portion 23a of the tenon 23. A fixing insertion hole 24 provided by opening in a shape is provided, and is positioned above the horizontal plate portion 30 which is inserted through the fixing insertion hole 24 and arranged on the upper edge side of the vertical plate portion 20. A fixing member 40 for fixing the horizontal plate portion 30 so as not to separate from the vertical plate portion 20 by being fixed is provided.

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 molding and welding, so that the environmental load is small and heat is not applied, so that the steel frame 10 is deformed. There is no need to correct the deformation. Therefore, there is an advantage that various specifications of the T-shaped steel frame 10 for a beam material can be easily met and an optimum 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 corresponds to the mortise 23 in which the mortise 31 of the horizontal plate portion 30 corresponds to the convex portion of the uneven portion formed on the upper edge of the vertical plate portion 20. It is formed so as to be formed, and is provided in a long and thin rectangular slit shape (long hole shape) having a width that fits the thickness of the vertical plate portion 20. Further, in the mortise 23 corresponding to the convex portion of the vertical plate portion 20 of the present embodiment, the protruding portions 23a that cut through the mortise hole 31 and project to the upper surface side of the horizontal plate portion 30 are continuously integrated in a rectangular shape. It is provided. The fixing insertion hole 24 is formed in a rectangular slit shape (long hole shape) so that the rectangular plate-shaped fixing member 40 is inserted. The mortise 23, the mortise 31, the fixing insertion hole 24, and the fixing member 40 are not limited to a rectangular shape as in the example of the present embodiment, but may have an appropriate fitting relationship. For example, it may have 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。 Further, the receiving edge surface 22 corresponding to the bottom surface of the concave and convex concave surface 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 to the tenon 23. The fixing insertion hole 24 provided in the protruding portion 23a is provided at a portion on the side protruding from the receiving edge surface 22 by the thickness interval of the horizontal plate portion 30. Then, in this embodiment, the horizontal plate portion 30 and the fixing member 40 are provided with a pair of fastening holes 32 provided in the horizontal plate portion 30 at symmetrical positions with respect to the center in the width direction (left and right). Using the 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). It is fixed to the form. According to this, it is possible to prevent the vertical plate portion 20 and the horizontal plate portion 30 from being separated from each other in the vertical direction, and the front-back and left-right directions are regulated by the fitting relationship between the tenon 23 and the tenon hole 31. It can be rationally fixed to the vertical plate portion 20 and the horizontal plate portion 30.

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。 Further, in this embodiment, as shown in FIGS. 6 and 7, a rectangular plate-shaped fixing member 40 is provided in a relatively long form on the left and right, and an insertion hole 24 for fixing the vertical plate portion 20 is provided. The distance between the pair of fastening members 45 (bolts and nuts in this embodiment) arranged symmetrically with the portion inserted into the center position is set to be relatively long enough to allow the fixing member 40 to bend. Has been done. According to this, the fitting relationship between the vertical plate portion 20 and the horizontal plate portion 30 by the mortise 23 and the mortise hole 31, and the fixing inserted so as to be located above the horizontal plate portion 30 and the horizontal plate portion 30. It cannot be easily assembled without a slight backlash (play) in the fitting relationship and positional relationship with the member 40, but the structure absorbs the slight play by bending and deforming the fixing member 40. It is provided to stabilize the mortise and tenon. That is, when a vertical load (vertical load) is applied from above the building, the horizontal plate portion 30 is pressed against the above-mentioned receiving edge surface 22 of the vertical plate portion 20 by bending the fixing member 40. It will be fixed in a state, and the horizontal plate portion 30 and the vertical plate portion 20 can be integrated into a T-shaped steel frame 10 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。 Then, by using the T-shaped steel frame 10 for the beam material shown in FIGS. 4 to 7, a hybrid steel frame and wood hybrid beam material can be configured as shown in FIGS. 8 and 9. According to the embodiment shown in FIGS. 8 and 9, the protrusion 23a, the fixing member 40, and the fastening member 45 are added to the upper surface side of the horizontal plate portion 30 as compared with the embodiment shown in FIG. Although they are arranged, these configurations can be integrated with the floor slab 60, for example, as a portion to be embedded by constructing the floor slab 60 (FIG. 10). Therefore, it acts to structurally increase the strength and has no demerit. The inner wood layer 51 in the morphological examples shown in FIGS. 9 and 10 of the surrounding wood portion 50 has a half-split structure divided into left and right, and a vertical plate is formed on the inner step portion of the inner wood layer 51. The portion 20 is fitted so 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。 Further, in the steel frame and wood hybrid beam material of this embodiment, as shown in FIG. 10, a plurality of stud gibber 61s are fixed to the upper surface of the horizontal plate portion 30 (flange of the T-shaped steel frame 10). Since the stud gibber 61 can be provided in this way, the floor slab 60 can be appropriately constructed. As a result, a building with high structural strength can be appropriately constructed.

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 the wood of this embodiment, the deck plate 62 can be arranged between the beam materials, and the horizontal plate portion 30 can be arranged. Reinforcing bars 63 can be appropriately arranged by utilizing the stud gibber 61 provided on the upper surface of the above. As a result, the concrete 65 can be appropriately placed and the floor slab 60 can be appropriately constructed, and a building having 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 various examples of the present invention have been described above, the present invention is not limited to the examples of the present invention, and it goes without saying that many modifications can be made without departing from the spirit of the invention. That is.

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
10 T-shaped steel frame 11 Mounting hole for steel frame column 12 Bolt 13 Nut 14 Washer 20 Vertical plate part 21 Lightening through hole 22 Receiving surface 23 Hozo 23a Protruding part 24 Insertion hole for fixing 25 Bolt hole 30 Horizontal plate Part 31 Groove hole 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 Non-combustible material layer 55 Wood screw 60 Floor slab 61 Stud gibber 62 Deck plate 63 Reinforcing bar 65 concrete

Claims (6)

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
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梁材用のT字状鉄骨。
It is a long flat plate-shaped steel material that constitutes the core of the beam material, and has a vertical plate portion whose cross-sectional shape is long in the vertical direction so as to form a web, and a long flat plate-shaped steel material that constitutes the upper surface of the beam material. It is a T-shaped steel frame for a beam material whose cross-sectional shape is formed in a T-shape by a horizontal plate portion whose cross-sectional shape is long in the lateral direction so as to form a flange.
A plurality of mortises provided on the upper edge side of the vertical plate portion corresponding to the mortise holes are provided in a plurality of mortise holes provided in the horizontal plate portion in a slit shape at intervals in the long direction. By being fitted, the vertical plate portion and the horizontal plate portion are fixedly provided .
A T-shaped steel frame for a beam material, wherein the center of the upper edge of the vertical plate portion in the longitudinal direction is formed in an arch shape curved to the uppermost side.
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 mortise has a protrusion that penetrates the mortise and protrudes from the upper surface of the horizontal plate portion, and the protrusion of the mortise is provided with an insertion hole for fixing provided by opening in a slit shape. The horizontal plate portion is fixed so as not to separate from the vertical plate portion by being inserted into the insertion hole for the vertical plate portion and being positioned and fixed above the horizontal plate portion arranged on the upper edge side of the vertical plate portion. The T-shaped steel frame for a beam material according to claim 1, further comprising a fixing member. 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又は2記載の梁材用のT字状鉄骨。 The T-shaped steel frame for a beam material according to claim 1 or 2, wherein a plurality of stud gibber is fixed to the upper surface of the horizontal plate portion. 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において、
該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を備え、
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鉄骨と木材のハイブリット梁材。
It is a long flat plate-shaped steel material that constitutes the core of the beam material, and has a vertical plate portion whose cross-sectional shape is long in the vertical direction so as to form a web, and a long flat plate-shaped steel material that constitutes the upper surface of the beam material. It is a T-shaped steel frame for a beam material whose cross-sectional shape is formed in a T-shape by a horizontal plate portion whose cross-sectional shape is long in the lateral direction so as to form a flange.
A plurality of mortises provided on the upper edge side of the vertical plate portion corresponding to the mortise holes are provided in a plurality of mortise holes provided in the horizontal plate portion in a slit shape at intervals in the long direction. In a steel frame and wood hybrid beam material using a T-shaped steel frame for a beam material in which the vertical plate portion and the horizontal plate portion are fixedly provided by being fitted.
The T-shaped steel frame is provided with a surrounding wood portion provided so as to cover and enclose both ends in the long direction and the vertical plate portion which is a portion excluding the upper surface side of the horizontal plate portion.
The surrounding wood portion is provided in two layers, an inner wood layer and an outer wood layer, and a non-combustible material layer is arranged between the inner wood layer and the outer wood layer. Hybrid beam material of steel frame and wood.
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4記載の鉄骨と木材のハイブリット梁材The mortise has a protrusion that penetrates the mortise and protrudes from the upper surface of the horizontal plate portion, and the protrusion of the mortise is provided with an insertion hole for fixing provided by opening in a slit shape. The horizontal plate portion is fixed so as not to be separated from the vertical plate portion by being inserted into the insertion hole for the vertical plate portion and being positioned and fixed on the upper side of the horizontal plate portion arranged on the upper edge side of the vertical plate portion. The steel frame and wood hybrid beam material according to claim 4, further comprising a fixing member. 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4又は5記載の鉄骨と木材のハイブリット梁材 The hybrid beam material of a steel frame and wood according to claim 4 or 5, wherein a plurality of stud gibber is fixed to the upper surface of the horizontal plate portion.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4623318Y1 (en) * 1966-09-10 1971-08-11
JPH04504985A (en) * 1989-05-03 1992-09-03 ダンカン,ロバート・ジョン Improved bonding of architectural panels and boards
JPH05285562A (en) * 1992-04-14 1993-11-02 Misawa Homes Co Ltd Method for machining steel material
JP2001027005A (en) * 1999-07-14 2001-01-30 Nippon Steel Corp Connection structure of steel member and concrete in a composite structure
JP2020147995A (en) * 2019-03-13 2020-09-17 株式会社熊谷組 Structural material

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4623318Y1 (en) * 1966-09-10 1971-08-11
JPH04504985A (en) * 1989-05-03 1992-09-03 ダンカン,ロバート・ジョン Improved bonding of architectural panels and boards
JPH05285562A (en) * 1992-04-14 1993-11-02 Misawa Homes Co Ltd Method for machining steel material
JP2001027005A (en) * 1999-07-14 2001-01-30 Nippon Steel Corp Connection structure of steel member and concrete in a composite structure
JP2020147995A (en) * 2019-03-13 2020-09-17 株式会社熊谷組 Structural material

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