JP6645193B2 - Horizontal material, structure for mounting surface material using horizontal material, and structure for mounting surface material and frame material using horizontal material - Google Patents

Horizontal material, structure for mounting surface material using horizontal material, and structure for mounting surface material and frame material using horizontal material Download PDF

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JP6645193B2
JP6645193B2 JP2016002461A JP2016002461A JP6645193B2 JP 6645193 B2 JP6645193 B2 JP 6645193B2 JP 2016002461 A JP2016002461 A JP 2016002461A JP 2016002461 A JP2016002461 A JP 2016002461A JP 6645193 B2 JP6645193 B2 JP 6645193B2
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horizontal
flange
face material
face
frame
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JP2017122361A (en
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河合 良道
良道 河合
清三郎 東
清三郎 東
清水 信孝
信孝 清水
誠明 中安
誠明 中安
佐藤 圭一
圭一 佐藤
宍戸 唯一
唯一 宍戸
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Nippon Steel Corp
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Description

本発明は、木造建築物に用いられるH形鋼による梁材や根太などの横架材、当該横架材を用いた面材の取り付け構造、及び当該横架材を用いて形成される面材と枠材との取り付け構造に関する。   The present invention relates to a horizontal member such as a beam or a joist made of H-shaped steel used for a wooden building, a mounting structure of a surface member using the horizontal member, and a surface member formed using the horizontal member. And a mounting structure for the frame material.

店舗併用住宅や老健施設への適用も睨み、従来スパン(3m〜4m程度)から拡大された中〜大スパン(5m〜8m程度、さらには8m超)の2×4工法が検討されている。このようにスパンを拡大した場合、従来の木材を用いた床根太等の横架材ではたわみが過大となるため、横架材として、曲げ抵抗に優れた軽量H形鋼等の鋼部材の適用が検討されている。そして、特許文献1、2には木造住宅の横架材にH形鋼が用いられる形態が開示されている。   In view of application to a house combined with a store or an aged facility, a 2 × 4 construction method of a medium to large span (about 5 m to 8 m, and more than 8 m) expanded from the conventional span (about 3 m to 4 m) is being studied. When the span is expanded in this manner, the bending of a conventional cross-member such as a floor joist made of wood becomes excessively large. Is being considered. Patent Literatures 1 and 2 disclose a configuration in which an H-shaped steel is used as a horizontal member of a wooden house.

特開平10−317563号公報JP-A-10-317563 特開平8−13610号公報JP-A-8-13610

上記説明したように、横架材として、曲げ抵抗に優れた軽量H形鋼等の鋼部材の適用が検討され、床根太等の横架材に軽量H形鋼を組み込んだ大スパン構造の実現に向け、鋼製の横架材と木製の周囲部材(端根太や柱)をつなぐ構造の合理化および施工の合理化を図る接合構造が求められている。これに対して特許文献1、2に記載のような発明では、十分であるとは言えず、さらなる工夫が必要とされていた。   As described above, the application of a steel member such as a lightweight H-section steel excellent in bending resistance as a transverse member has been studied, and the realization of a large span structure in which the lightweight H-section steel is incorporated in a transverse member such as a floor joist. Therefore, there is a demand for a joint structure that rationalizes a structure for connecting steel horizontal members and wooden surrounding members (end joists and columns) and streamlines construction. On the other hand, the inventions described in Patent Literatures 1 and 2 cannot be said to be sufficient, and require further contrivance.

そこで本発明は、上記問題点に鑑み、横架材として用いたときに、構造の合理化を可能とするH形鋼による横架材を提供することを課題とする。また、この横架材を用いた面材との取付構造、及び横架材を用いた面材と枠材との取付構造を提供する。   In view of the above problems, an object of the present invention is to provide a horizontal member made of an H-shaped steel, which can be used for a horizontal member, and which can rationalize the structure. Further, the present invention provides an attachment structure for a face member using the horizontal member and an attachment structure for a face member and a frame member using the horizontal member.

以下、本発明について説明する。ここでは、わかりやすさのため図面に付した符号を括弧書きで記載するが、本発明はこれに限定されるものではない。   Hereinafter, the present invention will be described. Here, for easy understanding, reference numerals attached to the drawings are written in parentheses, but the present invention is not limited to this.

請求項1に記載の発明は、H形鋼を構成する略平行に設けられた2つのフランジ(11、12)のうち一方のフランジ(11)の厚さが1.6mm以上6.0mm以下であり、他方のフランジ(12)は一方のフランジよりも厚く形成され、一方のフランジ及び他方のフランジの断面積が略同一である、横架材(10)と、横架材のうち一方のフランジ(11、21)に固定された面材(2)と、面材のうち横架材とは反対に配置され、面材の面に沿って延びる横枠材(3)と、横枠材に直交するように立設される縦枠材(4)と、横架材、面材、横枠材、及び縦枠材を取り囲むように配置され、横枠材及び縦枠材を固定する連結部材(30)と、を備える、面材及び枠材の取り付け構造である。
The thickness of one flange (11) of the two substantially parallel flanges (11, 12) constituting the H-section steel is 1.6 mm or more and 6.0 mm or less. There the other flange (12) is formed thicker than the one of the flanges, the cross-sectional area of one flange and the other flange is substantially the same, horizontal member (10), one flange of the horizontal member A face material (2) fixed to (11, 21), a horizontal frame material (3) arranged opposite to the horizontal material among the surface materials, and extending along the surface of the surface material; A vertical frame member (4) erected perpendicularly, and a connecting member arranged to surround the horizontal frame member, the face member, the horizontal frame member, and the vertical frame member, and to fix the horizontal frame member and the vertical frame member. (30), and a structure for attaching a face material and a frame material.

請求項2に記載の発明は、請求項1に記載の面材及び枠材の取り付け構造において、一方のフランジ(21)の幅方向両端部が他方のフランジに向けて曲げられている。
According to a second aspect of the present invention, in the structure for attaching a face material and a frame material according to the first aspect, both ends in the width direction of one flange (21) are bent toward the other flange.

請求項に記載の発明は、請求項1又は2に記載の面材及び枠材の取り付け構造において、連結部材(30)は、四角形の板状部材であり、四角形の一辺に屈曲部(30a)が形成されており、屈曲部が他方のフランジ(12)の外面(12a)に掛止されるとともに、面材(2)を貫通し、少なくとも横枠材(3)又は縦枠材(4)に固定されている。 According to a third aspect of the present invention, in the structure for attaching a face material and a frame material according to the first or second aspect, the connecting member (30) is a rectangular plate-like member, and a bent portion (30a) is formed on one side of the rectangular shape. ) Is formed, the bent portion is hooked on the outer surface (12a) of the other flange (12), and penetrates the face material (2), and at least the horizontal frame material (3) or the vertical frame material (4). ) Is fixed.

本発明によれば、構造の合理化を図ることができる。   According to the present invention, the structure can be rationalized.

建物1の構造のうちの一部に注目して概略を示す斜視図である。FIG. 2 is a perspective view schematically illustrating a part of the structure of a building 1. 根太10と床面材2とを説明する斜視図である。It is a perspective view explaining the joist 10 and the floor surface material 2. 面材の取り付け構造を説明する断面図である。It is sectional drawing explaining the attachment structure of a face material. 他の形態の面材の取り付け構造を説明する断面図である。It is sectional drawing explaining the attachment structure of the face material of another form. 面材及び枠材の取り付け構造を説明する断面図である。It is sectional drawing explaining the attachment structure of a face material and a frame material. 面材及び枠材の取り付け構造を説明する他の図である。It is another figure explaining the attachment structure of a face material and a frame material.

本発明を図面に示す形態に基づき説明する。ただし本発明はこれら形態に限定されるものではない。以下に示す図では、見易さのために繰り返しとなる符号は一部省略することがある。   The present invention will be described based on embodiments shown in the drawings. However, the present invention is not limited to these modes. In the drawings shown below, some of the repeated reference numerals may be omitted for easy viewing.

図1は1つの形態例を示す図であり、建物1のうち一階部分の床部1a、及び二階部分の床部1bに注目して抽出した斜視図であり、見易さのために一部の部材を省略して表している。   FIG. 1 is a diagram showing one embodiment, and is a perspective view extracted by paying attention to a floor 1a on the first floor and a floor 1b on the second floor in the building 1, and is shown in FIG. The parts are not shown.

本形態では、図1からわかるように、床面材2は、その下面側から横架材のひとつである根太10に保持及び固定されている。その他、建物1は、通常の木造建物がその構造上備えるべきものを有しており、これには公知の形態ものを適用することができる。なお、床部1a、1bの外周部には壁を形成するための枠材である壁横枠3、及び壁縦枠4が設けられている。図1ではこれら壁横枠3及び壁縦枠4の一部を切り欠いて表している。   In this embodiment, as can be seen from FIG. 1, the floor surface material 2 is held and fixed from the lower surface side to a joist 10 which is one of the horizontal members. In addition, the building 1 has what a normal wooden building should have in terms of its structure, and a publicly known form can be applied to this. A horizontal wall frame 3 and a vertical wall frame 4, which are frame members for forming a wall, are provided on the outer peripheral portions of the floors 1a and 1b. In FIG. 1, the horizontal wall frame 3 and the vertical wall frame 4 are partially cut away.

以下、建物1のうち、根太10、ここに取り付けられる床面材2、及びこれらによる根太10(横架材10)を用いた面材の取り付け構造について説明する。図2は、面材の取り付け構造の一部を表した斜視図である。図2では根太10を表すために紙面右下側の面材は省略している。図3は、当該面材の取り付け構造において、根太10がH型断面を有して延びる方向に直交する方向の断面図である。図3には1つの根太10と、ここに取り付けられた2つの床面材2とが現れている。図1〜図3よりわかるように、面材の取り付け構造は、床面材2、横架材として根太10、及び固定部材15を有して構成されている。   Hereinafter, in the building 1, the joist 10, the floor surface material 2 attached thereto, and the mounting structure of the surface material using the joist 10 (horizontal member 10) by these will be described. FIG. 2 is a perspective view showing a part of the mounting structure of the face material. In FIG. 2, the surface material on the lower right side of the paper is omitted to represent the joist 10. FIG. 3 is a cross-sectional view in a direction orthogonal to a direction in which the joist 10 has an H-shaped cross section and extends in the mounting structure of the face material. FIG. 3 shows one joist 10 and two floor members 2 attached thereto. As can be seen from FIGS. 1 to 3, the face member mounting structure includes a floor surface member 2, a joist 10 as a horizontal member, and a fixing member 15.

床面材2は、床を形成するための板状の部材であり、公知の床面材を適用することができる。建物として利用する際には、床面材2の上面(根太10が配置される側とは反対側の面)に、床面を形成する化粧材等が配置される。   The floor surface material 2 is a plate-shaped member for forming a floor, and a known floor surface material can be applied. When used as a building, a decorative material or the like forming the floor is arranged on the upper surface of the floor material 2 (the surface opposite to the side where the joists 10 are arranged).

根太10は、横架材のひとつであり、床面材を支持する棒状の部材である。本発明では、根太10は、H形鋼を具備してなり、従って図3からわかるようにH形断面を有して一方向に延びる長尺部材である。より詳しくは図3からわかるように根太10は、面材側フランジ11、ベースフランジ12、及びウェブ13を有している。   The joist 10 is one of the horizontal members, and is a rod-shaped member that supports the floor surface material. In the present invention, the joist 10 is an elongate member comprising an H-shaped steel, and therefore having an H-shaped cross section and extending in one direction, as can be seen from FIG. More specifically, as can be seen from FIG. 3, the joist 10 has a face material side flange 11, a base flange 12, and a web 13.

面材側フランジ11は、面材(本形態では床面材2)を載せ、面材を固定するフランジである。当該面材側フランジ11はその厚さ(図3の紙面上下方向の大きさ)が、ベースフランジ12の厚さよりも薄く、面材側フランジ11の図3に表れた断面の断面積がベースフランジ12の当該断面の断面積と略同じであればよい。ここで「略同じ」とは厳密に同じである必要はなく、同じと考えられる程度の差は同じであるとみなせる意味である。具体的には±10%までの差は同じであると考えてよい。従って、これによれば、面材側フランジ11の幅(図3の紙面左右方向の大きさ)が、ベースフランジ12の幅よりも大きくなる。   The face material side flange 11 is a flange on which a face material (in this embodiment, the floor face material 2) is placed and to which the face material is fixed. The thickness of the face material side flange 11 (the size in the vertical direction of the paper surface of FIG. 3) is smaller than the thickness of the base flange 12, and the cross-sectional area of the cross section of the face material side flange 11 shown in FIG. It suffices if the cross-sectional area of the cross-section of FIG. Here, “substantially the same” does not need to be strictly the same, but means that the difference of the degree considered to be the same can be regarded as the same. Specifically, the difference up to ± 10% may be considered the same. Therefore, according to this, the width of the face material side flange 11 (the size in the left-right direction of FIG. 3) is larger than the width of the base flange 12.

上記を満たせば、面材側フランジ11の具体的な寸法は特に限定されることはないが、面材側フランジ11の厚さT11はベースフランジ12の半分以下であることが好ましい。さらに具体的には、厚さT11は1.6mm以上6.0mm以下であることがより好ましい。これにより固定部材15が釘やドリルねじであったとしても適切に面材側フラン11を貫通して安定した固定が可能となる。
また、幅W11は100mm以上200mm以下であることが好ましい。これによれば、面材側フランジ11と面材2との重なり部分を大きくとることができ、これによっても面材側フランジ11と面材2との固定がしやすくなる。さらに、面材側フランジ11が床面材2との接合により変形が拘束されることから局部座屈がし難くなり、耐力の向上が図られる。
As long as the above is satisfied, the specific dimensions of the face material side flange 11 are not particularly limited, but the thickness T 11 of the face material side flange 11 is preferably equal to or less than half of the base flange 12. More specifically, it is more preferable that the thickness T 11 is 1.6mm or more 6.0mm or less. Thereby, even if the fixing member 15 is a nail or a drill screw, the fixing can be stably performed by appropriately penetrating the face material side flan 11.
The width W 11 is preferably at least 100mm 200mm or less. According to this, the overlapping portion between the face material side flange 11 and the face material 2 can be made large, which also makes it easy to fix the face material side flange 11 and the face material 2. Furthermore, since the deformation of the face material side flange 11 due to the joining with the floor face material 2 is restrained, local buckling becomes difficult, and the strength is improved.

ベースフランジ12は、面材側フランジ11と一方の面同士が対向するように所定の間隔を有して平行に配置されるフランジである。上記したようにベースフランジ12はその厚さが面材側フランジ11の厚さよりも厚く、面材側フランジの11の図3に表れた断面の断面積がベースフランジ12の当該断面の断面積と略同じであればよい。   The base flange 12 is a flange which is arranged in parallel with a predetermined interval so that the face material side flange 11 and one surface face each other. As described above, the thickness of the base flange 12 is larger than the thickness of the face material side flange 11, and the cross-sectional area of the cross section of the face material side flange 11 shown in FIG. It is sufficient if they are substantially the same.

上記を満たせば、ベースフランジ12の具体的な寸法は特に限定されることはないが、ベースフランジ12の厚さはT12は、この厚さT12は、面材側フランジ11の厚さT11が当該厚さT12の半分以下であることが好ましい。さらに具体的には、厚さT12は3.2mm以上15mm以下であることがより好ましい。これにより曲げ抵抗を十分に確保することができる。
また、幅W12は80mm以上100mm以下であることが好ましい。
As long as the above is satisfied, the specific dimensions of the base flange 12 are not particularly limited, but the thickness of the base flange 12 is T 12 , and the thickness T 12 is the thickness T of the face material side flange 11. it is preferable 11 is less than half of the thickness T 12. More specifically, the thickness T 12 is more preferably 15mm or less than 3.2 mm. Thereby, sufficient bending resistance can be secured.
Further, it is preferable that the width W 12 is 80mm or more than 100mm.

ウェブ13は、図3に表した断面においてその一端が面材側フランジ11、他端がベースフランジ12に接合された板状部材である。これにより面材側フランジ11とベース側フランジ12とが一体化される。接合のための手段は特に限定されることなく公知の接合技術を用いることができる。これには例えば溶接等を挙げることが可能である。
ここではウェブ13は、図3に示した断面において根太10がウェブ13を挟んで左右対称となるように配置されることが好ましく。これによれば図3に示した根太10の断面における重心がウェブ13の内側となる。そしてその重心位置は、図3における断面において、根太10の厚さ方向で中央に近い位置であることが好ましい。これにより、荷重に伴う曲げモーメントに対し、面材側フランジ11とベース側フランジ12に生じる応力度が略同じとなり、どちらか一方が先行して降伏することが無くなり、合理的な設計とすることができる。
The web 13 is a plate-like member having one end joined to the face material side flange 11 and the other end joined to the base flange 12 in the cross section shown in FIG. Thereby, the face material side flange 11 and the base side flange 12 are integrated. The means for joining is not particularly limited, and a known joining technique can be used. This can include, for example, welding.
Here, the web 13 is preferably arranged such that the joists 10 are symmetrical with respect to the cross section shown in FIG. According to this, the center of gravity in the cross section of the joist 10 shown in FIG. The position of the center of gravity is preferably a position near the center in the thickness direction of the joist 10 in the cross section in FIG. As a result, the degree of stress generated in the face material side flange 11 and the base side flange 12 with respect to the bending moment caused by the load becomes substantially the same, and either one does not yield in advance, and a reasonable design is required. Can be.

ウェブ13により維持される面材側フランジ11とベースフランジ12との距離Dは特に限定されることはないが、100mm以上450mm以下の範囲内であることが好ましい。   The distance D between the face material side flange 11 and the base flange 12 maintained by the web 13 is not particularly limited, but is preferably in the range of 100 mm or more and 450 mm or less.

ここで根太10は鋼材により形成されている。鋼材の具体的な種類は特に限定されることはないが、建物の構造物用の材料を用いることが好ましい。   Here, the joist 10 is formed of a steel material. The specific type of the steel material is not particularly limited, but it is preferable to use a material for a building structure.

以上のような、根太10が図1に示したように水平に複数並べられる。このとき、面材側フランジ11が床面材2側となるように配置される。そして複数の根太10の面材側フランジ11の面を渡すように床面材2が置かれ、図3に示したように、床面材2と面材側フランジ11とが重なった部位に対して、両者を厚さ方向に貫通するように固定部材15を配置する。ここで固定部材15は床面材2と面材側フランジ11とが重なった部位を接合することができれば特にその態様は限定されることはないが、例えば釘やドリルねじを用いることができる。これにより、根太10と床面材2とによる横架材を用いた面材の取り付け構造が形成される。   As described above, a plurality of joists 10 are horizontally arranged as shown in FIG. At this time, the face material side flange 11 is arranged so as to be on the floor face material 2 side. Then, the floor surface material 2 is placed so as to pass over the surface of the surface material side flange 11 of the plurality of joists 10, and as shown in FIG. 3, the portion where the floor surface material 2 and the surface material side flange 11 overlap with each other Then, the fixing member 15 is arranged so as to penetrate both in the thickness direction. Here, the fixing member 15 is not particularly limited in its aspect as long as it can join a portion where the floor surface material 2 and the surface material side flange 11 overlap, but for example, a nail or a drill screw can be used. As a result, a structure for mounting the surface material using the horizontal member by the joist 10 and the floor surface material 2 is formed.

この構造によれば、横架材としてH形鋼を用いているので、木材に対して高い耐久性を確保することができる。また、横架材の断面形状を上記のように形成したので、面材をH形鋼による横架材に直接接合することができ、部品点数及び加工工数の削減をすることができる。また、面材側フランジ11とベースフランジ12との形状をその目的に応じて異なるものとしつつも、両者の断面積を略同じとした。これにより、中立軸が横架材の中心を概ね維持し、曲げ剛性及び耐力を最大に保つことができる。これにより断面形状によらず、強度設計などの変更をする必要がなく、設計の容易が図られる。   According to this structure, since the H-shaped steel is used as the horizontal member, high durability against wood can be ensured. In addition, since the cross-sectional shape of the horizontal member is formed as described above, the face member can be directly joined to the horizontal member made of H-shaped steel, and the number of parts and the number of processing steps can be reduced. Further, while the shapes of the face material side flange 11 and the base flange 12 were made different depending on the purpose, the cross-sectional areas of both were made substantially the same. Thereby, the neutral axis can substantially maintain the center of the horizontal member, and the bending rigidity and the proof stress can be kept to the maximum. Accordingly, it is not necessary to change the strength design or the like irrespective of the cross-sectional shape, and the design is facilitated.

図4は他の形態を説明する図で、図3と同じ視点による図である。本形態でも建物1のうち、根太20、ここに取り付けられる床面材2、及びこれらによる根太20(横架材20)を用いた面材の取り付け構造について説明する。
本形態では、上記した根太10の代わりに根太20を適用ており、その他の部位についてはここまでの説明と共通なので根太20について説明し、その他については説明を省略する。
FIG. 4 is a view for explaining another embodiment, and is a view from the same viewpoint as FIG. Also in this embodiment, in the building 1, the joist 20, the floor material 2 attached thereto, and the mounting structure of the surface material using the joist 20 (horizontal member 20) by these will be described.
In the present embodiment, the joist 20 is applied instead of the joist 10 described above, and the other portions are common to the description so far, so the joist 20 will be described, and the description of the other portions will be omitted.

根太20も横架材のひとつであり、床面材を支持する棒状の部材である。本形態でも根太20は、H形鋼を具備してなり、従って図4からわかるようにH形断面を有して一方向に延びる長尺部材である。より詳しくは根太20は、面材側フランジ21、ベースフランジ12、及びウェブ13を有している。
なお、ベースフランジ12及びウェブ13は根太10と共通なのでここでの説明は省略する。
The joist 20 is also one of the horizontal members, and is a rod-shaped member that supports the floor surface material. Also in this embodiment, the joist 20 is an elongated member having an H-shaped steel, and thus having an H-shaped cross section and extending in one direction, as can be seen from FIG. More specifically, the joist 20 has a face material side flange 21, a base flange 12, and a web 13.
Since the base flange 12 and the web 13 are common to the joist 10, the description is omitted here.

面材側フランジ21も面材(本形態では床面材2)を載せ、面材を固定するフランジである。面材側フランジ21は、上記した面材側フランジ11の幅方向両端が折り曲げられた形態であり、詳しくは主部21a及び曲げ部21bを有して構成されている。
主部21aは、面材側フランジ21のうち、ベースフランジ11と一方の面同士が対向するように所定の間隔を有して平行に配置される部位である。そして、当該面材側フランジ21の主部21aの厚さ(図4の紙面上下方向の大きさ)が、ベースフランジ12の厚さよりも小さくされている。主部21aの厚さはこれを満たせば限定されることはないが、主部21aの厚さT21はベースフランジ12の半分以下であることが好ましい。さらに具体的には、厚さT21は1.6mm以上6.0mm以下であることがより好ましい。これにより固定部材15が釘やドリルねじであったとしても適切に主部21aを貫通して安定した固定が可能となる。すなわち、面材側フランジ21に上方からの荷重により圧縮力が負荷されたとき、面材側フランジ21の幅方向両端が折り曲げられた形態により局部座屈がし難くなり、さらに、面材側フランジ21が床面材2との接合により変形が拘束されることから局部座屈がし難くなり、耐力の向上が図られる。
The face material side flange 21 is also a flange on which the face material (the floor face material 2 in this embodiment) is placed and the face material is fixed. The face material side flange 21 has a form in which both ends in the width direction of the face material side flange 11 are bent, and more specifically, is configured to have a main portion 21a and a bent portion 21b.
The main portion 21a is a portion of the face material side flange 21 that is arranged in parallel with a predetermined interval so that the base flange 11 and one surface face each other. The thickness (the size in the vertical direction of the drawing in FIG. 4) of the main portion 21 a of the face material side flange 21 is smaller than the thickness of the base flange 12. The thickness of the main portion 21a but are not limited to satisfy this, it is preferable that the thickness T 21 of the main portion 21a is less than half of the base flange 12. More specifically, it is more preferable that the thickness T 21 is 1.6mm or more 6.0mm or less. Thereby, even if the fixing member 15 is a nail or a drill screw, it is possible to properly penetrate through the main part 21a and stably fix it. That is, when a compressive force is applied to the face material side flange 21 by a load from above, local buckling becomes difficult due to the form in which both ends in the width direction of the face material side flange 21 are bent. Since the deformation of the member 21 with the floor member 2 is restricted, the local buckling becomes difficult, and the proof stress is improved.

曲げ部21bは主部21aの幅方向両端が曲げられて主部21aに対して向きが変えられたように形成された部位である。これにより、薄く形成された主部21aの強度を向上させることができる。本形態では曲げ部21bは主部21aの幅方向において、ベースフランジ12に向けて主部21aが延びる方向に対して90度向きがかわるように形成されている。ただし、90度である必要はなく、0度より大きく180度以下であればよい。   The bent portion 21b is a portion formed such that both ends in the width direction of the main portion 21a are bent and the direction is changed with respect to the main portion 21a. Thereby, the strength of the main portion 21a formed thin can be improved. In the present embodiment, the bent portion 21b is formed so as to be turned 90 degrees in the width direction of the main portion 21a with respect to the direction in which the main portion 21a extends toward the base flange 12. However, the angle need not be 90 degrees, but may be greater than 0 degrees and equal to or less than 180 degrees.

そして、主部21aと曲げ部21bとを合わせた面材側フランジの21の図4に表れた断面の断面積がベースフランジ12の当該断面の断面積と略同じであればよい。ここで「略同じ」とは面材側フランジ11で説明したものと同様である。   Then, the cross-sectional area of the cross section of the face material side flange 21 including the main portion 21a and the bent portion 21b shown in FIG. Here, “substantially the same” is the same as that described for the face material side flange 11.

また、面材側フランジ21の幅W21は100mm以上200mm以下であることが好ましい。これによれば、面材側フランジ21と面材2との重なり部分を大きくとることができ、これによっても面材側フランジ11と面材2との固定がしやすくなる。 Further, it is preferable that the width W 21 of the face plate flange 21 is 100mm or more 200mm or less. According to this, the overlapping portion between the face material side flange 21 and the face material 2 can be made large, which also makes it easy to fix the face material side flange 11 and the face material 2.

ここで、ウェブ13により維持される面材側フランジ21の主部21aとベースフランジ12との距離Dは特に限定されることはないが、100mm以上450mm以下の範囲内であることが好ましい。   Here, the distance D between the main portion 21a of the face material side flange 21 maintained by the web 13 and the base flange 12 is not particularly limited, but is preferably in the range of 100 mm or more and 450 mm or less.

図5、図6は根太20(横架材)を適用した面材と枠材との取り付け構造を説明する図である。図5は図3、図4と同じ視点による図、図6は図5に矢印VIで示した方向から見た図である。
本形態では、根太20を用いた上記の床面材2との取り付け構造に加え、横枠材3、及び縦枠材4もこれに加えた取り付け構造が形成されている。そのため本取り付け構造では、根太20、床面材2、固定部材15、横枠材3、及び縦枠材4に加えて、連結部材30、及び固定部材31が具備されている。ここで、根太20、床面材2、及び固定部材15は上記したものと共通するので説明は省略する。
FIG. 5 and FIG. 6 are diagrams for explaining a mounting structure of a face member and a frame member to which the joists 20 (horizontal members) are applied. FIG. 5 is a view from the same viewpoint as FIGS. 3 and 4, and FIG. 6 is a view from the direction indicated by the arrow VI in FIG.
In this embodiment, in addition to the above-described mounting structure using the joists 20 and the floor surface material 2, the horizontal frame member 3 and the vertical frame member 4 also have a mounting structure added thereto. Therefore, in this mounting structure, in addition to the joist 20, the floor surface material 2, the fixing member 15, the horizontal frame member 3, and the vertical frame member 4, a connecting member 30 and a fixing member 31 are provided. Here, the joist 20, the floor member 2, and the fixing member 15 are common to those described above, and thus description thereof is omitted.

横枠材3は、床面材2の面のうち、根太20が配置された側とは反対側の面に載置され、該面に沿って延びる棒状の長尺部材であり、縦枠材4と組み合わされた壁の枠材として機能する。このような横枠材3自体は公知のものを用いることができ、特に限定されることはない。   The horizontal frame member 3 is a bar-shaped elongate member that is placed on the surface of the floor panel 2 opposite to the side on which the joists 20 are arranged, and extends along the surface. It functions as a wall frame material combined with 4. As such a horizontal frame material 3 itself, a known material can be used, and there is no particular limitation.

縦枠材4は、横枠材3のうち、床面材2側とは反対側の面から立設され、鉛直方向に延びるように配置された棒状の長尺部材であり、上記横枠材3と組み合わされた壁の枠材として機能する。このような縦枠材4自体は公知のものを用いることができ、特に限定されることはない。   The vertical frame member 4 is a bar-shaped elongate member that is erected from the surface of the horizontal frame member 3 opposite to the floor surface member 2 and is arranged to extend in the vertical direction. It functions as a frame material of the wall combined with 3. As such a vertical frame material 4 itself, a known material can be used, and there is no particular limitation.

連結部材30は、四角形の板状の部材であり、図5からわかるように四角形の一辺が板面に対して立設するように曲げられた屈曲部30aが設けられている。連結部材30が備えるべき形状は他の部材との組み合わせの説明において明らかにされる。本形態で連結部材30は2つ備えられている。   The connecting member 30 is a rectangular plate-like member, and is provided with a bent portion 30a which is bent so that one side of the square is standing on the plate surface as can be seen from FIG. The shape to be provided by the connecting member 30 will be clarified in the description of the combination with other members. In this embodiment, two connecting members 30 are provided.

固定部材31は、連結部材30と横枠材3、及び縦枠材4とを固定する部材であり、このような固定をすることができればその形態は特に限定されることはないが、例えば釘やドリルねじを挙げることができる。   The fixing member 31 is a member for fixing the connecting member 30 to the horizontal frame member 3 and the vertical frame member 4, and the form is not particularly limited as long as such fixing can be performed. And drill screws.

ここで連結部材30は、次のように組み合わされている。すなわち図5、図6からわかるように、予め面材2に設けた開口部(図示せず)を貫通し、根太20を幅方向のそれぞれから横架材20、面材2、横枠材3、及び縦枠材4の少なくとも一部を取り囲むように連結部材30を配置する。このとき、連結部材30の屈曲部30aが形成する入隅部にベースフランジ12の幅方向端部の外面12aの出隅部が引っ掛かるように配置する。これにより根太20と連結部材30と位置関係を安定して保持することができる。   Here, the connecting members 30 are combined as follows. That is, as can be seen from FIGS. 5 and 6, the joist 20 penetrates an opening (not shown) provided in the face material 2 in advance, and the joists 20 are arranged in the width direction from the horizontal material 20, the face material 2, and the horizontal frame material 3. And the connecting member 30 is arranged so as to surround at least a part of the vertical frame member 4. At this time, the connecting member 30 is arranged such that the protruding corner of the outer surface 12a at the widthwise end of the base flange 12 is hooked on the entering corner formed by the bent portion 30a of the connecting member 30. Thereby, the positional relationship between the joist 20 and the connecting member 30 can be stably maintained.

かかる配置により、2つの連結部材30の間に、根太20、横枠材3、及び縦枠材4が配置される。そして、横枠材3及び縦枠材4に対してその幅方向両側から、連結部材30を貫通するように固定部材31を配置して、連結部材30と横枠材3及び縦枠材4とを固定する。これにより根太20、床面材2、横枠材3、及び縦枠材4が一体化した構造となり、上記した構成に加えて枠材が一体化した簡潔な形態を得ることができる。   With this arrangement, the joist 20, the horizontal frame member 3, and the vertical frame member 4 are arranged between the two connecting members 30. Then, the fixing member 31 is disposed so as to penetrate the connecting member 30 from both sides in the width direction with respect to the horizontal frame member 3 and the vertical frame member 4, and the connecting member 30 and the horizontal frame member 3 and the vertical frame member 4 are connected to each other. Is fixed. As a result, the joist 20, the floor member 2, the horizontal frame member 3, and the vertical frame member 4 are integrated, and a simple form in which the frame members are integrated in addition to the above-described configuration can be obtained.

上記した横架材として根太の例を説明したが、これに限らず横架材として梁や桁等に適用することができる。   Although the example of the joist has been described as the horizontal member, the invention is not limited thereto, and the horizontal member can be applied to a beam, a girder, or the like.

1 建物
2 床面材(面材)
3 横枠材(枠材)
4 縦枠材(枠材)
10 根太
11 面材側フランジ11
12 ベースフランジ12
13 ウェブ
15 固定部材
20 根太
30 連結部材
1 Building 2 Floor material (surface material)
3 horizontal frame material (frame material)
4 Vertical frame material (frame material)
10 joist 11 face material side flange 11
12 Base flange 12
13 web 15 fixing member 20 joist 30 connecting member

Claims (3)

H形鋼を構成する略平行に設けられた2つのフランジのうち一方のフランジの厚さが1.6mm以上6.0mm以下であり、他方のフランジは前記一方のフランジよりも厚く形成され、前記一方のフランジ及び前記他方のフランジの断面積が略同一である、横架材と、
前記横架材のうち前記一方のフランジに固定された面材と、
前記面材のうち前記横架材とは反対に配置され、前記面材の面に沿って延びる横枠材と、
前記横枠材に直交するように立設される縦枠材と、
前記横架材、前記面材、前記横枠材、及び前記縦枠材を取り囲むように配置され、前記横枠材及び前記縦枠材を固定する連結部材と、を備える、
面材及び枠材の取り付け構造。
The thickness of one of the two substantially parallel flanges constituting the H-section steel is 1.6 mm or more and 6.0 mm or less, and the other flange is formed thicker than the one flange. A cross-sectional member having substantially the same cross-sectional area as one flange and the other flange ,
A face material fixed to the one flange of the horizontal member,
A horizontal frame member arranged opposite to the horizontal member among the surface members and extending along a surface of the surface member;
A vertical frame member that is erected perpendicular to the horizontal frame member,
The horizontal member, the face material, the horizontal frame material, and a connecting member that is arranged to surround the vertical frame material and that fixes the horizontal frame material and the vertical frame material,
Mounting structure for face and frame materials.
前記一方のフランジの幅方向両端部が前記他方のフランジに向けて曲げられている、請求項1に記載の面材及び枠材の取り付け構造。The mounting structure for a face material and a frame material according to claim 1, wherein both end portions in the width direction of the one flange are bent toward the other flange. 前記連結部材は、四角形の板状部材であり、前記四角形の一辺に屈曲部が形成されており、前記屈曲部が前記他方のフランジの外面に掛止されるとともに、
前記面材を貫通し、少なくとも前記横枠材又は前記縦枠材に固定されている、請求項1又は2に記載の面材及び枠材の取り付け構造。
The connection member is a rectangular plate-like member, a bent portion is formed on one side of the square, and the bent portion is hooked on the outer surface of the other flange,
The mounting structure for a face material and a frame material according to claim 1, wherein the face material and the frame material are penetrated through the face material and are fixed to at least the horizontal frame material or the vertical frame material.
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