JPH08284310A - Combined beam material - Google Patents
Combined beam materialInfo
- Publication number
- JPH08284310A JPH08284310A JP9392595A JP9392595A JPH08284310A JP H08284310 A JPH08284310 A JP H08284310A JP 9392595 A JP9392595 A JP 9392595A JP 9392595 A JP9392595 A JP 9392595A JP H08284310 A JPH08284310 A JP H08284310A
- Authority
- JP
- Japan
- Prior art keywords
- groove
- wood material
- shaped opening
- wood
- shaped
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本願発明は、鋼材と木質材とを組
み合わせた複合梁材に関するもので、木質住宅の梁、胴
差、土台、桁類等として用いられる。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a composite beam material in which a steel material and a wood material are combined, and is used as a beam, a body difference, a base, a girder, etc. of a wooden house.
【0002】[0002]
【従来の技術】一般の建築物において、木質材を積層し
た建築用集成材や複合材は種々提案されており、その主
目的は、断面寸法をできる限り小さくする一方、その曲
げ強度を向上させることにある。2. Description of the Related Art In general buildings, various laminated laminated wood materials and composite materials have been proposed, the main purpose of which is to reduce the cross-sectional dimension as much as possible while improving the bending strength thereof. Especially.
【0003】例えば、特開平6−299654号公報に
は、剛性を高める目的で、木質材を積層してなる複合梁
において、木質材の積層内の厚み方向に板状の補強材を
数箇所配置したものが記載されている。For example, in Japanese Patent Laid-Open No. 6-299654, for the purpose of increasing rigidity, in a composite beam in which wooden materials are laminated, plate-like reinforcing materials are arranged at several places in the thickness direction of the laminated wooden materials. What you have done is listed.
【0004】また、実開昭57−194523号公報に
は、上下一対の木質材を木質のスチフナーで連結し、そ
の側面に左右一対の金属板を添接し、全体を略H形断面
とした合成梁が記載されている。In Japanese Utility Model Laid-Open No. 57-194523, a pair of upper and lower wood materials are connected by a stiffener made of wood, and a pair of left and right metal plates are attached to the side surfaces of the wood material to form a substantially H-shaped cross section. Beams are listed.
【0005】さらに、実開昭57−119021号公報
には、断面コの字状を呈する接合部を本体部の両端に有
する鋼材と、この接合部に挿入された木質材とからなる
住宅壁用の複合桟材が記載されており、木質材をビスや
鋼材の接合部内面に設けた剣先部で固定したものが図示
されている。Further, Japanese Utility Model Application Laid-Open No. 57-119021 discloses a housing wall made of a steel material having joints having a U-shaped cross section at both ends of a main body, and a wood material inserted into the joints. The composite crosspiece is described, and a wooden material fixed with a sword tip portion provided on the inner surface of a joint portion of a screw or a steel material is illustrated.
【0006】[0006]
【発明が解決しようとする課題】特開平6−29965
4号公報記載の複合梁の場合、木質材の積層材は切断や
孔開け加工に専用工具が必要となり、十分な精度が得ら
れない。また、木材より剛性はアップするが、梁材とし
て大型断面となり、コスト高や接着耐久性に問題があ
る。[Patent Document 1] Japanese Patent Application Laid-Open No. 6-29965
In the case of the composite beam described in Japanese Patent Publication No. 4, the laminated material made of wood material requires a dedicated tool for cutting and punching, so that sufficient accuracy cannot be obtained. Further, although it has higher rigidity than wood, it has a large cross section as a beam material, which causes problems of high cost and adhesive durability.
【0007】実開昭57−194523号公報記載の合
成梁の場合、上下の木質材どうしの間に設けた鋼板は寒
暖の影響を受けやすく、鋼板の伸縮が激しくなり、接着
層に剪断応力が繰り返し発生し、接着力を低下させる恐
れがある。In the case of the composite beam disclosed in Japanese Utility Model Laid-Open No. 57-194523, the steel plate provided between the upper and lower wood materials is easily affected by cold and warm, the expansion and contraction of the steel plate becomes severe, and the shear stress is applied to the adhesive layer. It may occur repeatedly and the adhesive strength may be reduced.
【0008】また、実開昭57−119021号公報複
合桟材の場合も、木質材と鋼材の一体化のためにビスあ
るいは釘を必要としたり、鋼材について剣先部等特別な
加工を要するなど、製作面での課題がある。Also, in the case of the composite crosspiece of Japanese Utility Model Laid-Open No. 57-119021, screws or nails are required to integrate the wood material and the steel material, or special processing such as a sword tip portion is required for the steel material. There are challenges in production.
【0009】さらに、何れの複合材も木質材部分の水分
吸収による腐食の問題がある。Further, any of the composite materials has a problem of corrosion due to water absorption in the wood material portion.
【0010】本願発明は、製作が容易で、曲げ強度が高
く、梁断面の小サイズ化が図れ、かつ木質材と鋼材との
接合部における一体性、防食性に優れた複合梁材を提供
することを目的としたものである。The present invention provides a composite beam material which is easy to manufacture, has a high bending strength, can be made smaller in beam cross section, and is excellent in the integrity and corrosion resistance at the joint portion between the wood material and the steel material. This is the purpose.
【0011】[0011]
【課題を解決するための手段】本願の請求項1に係る複
合梁材は、H形鋼の上下フランジの一方または両方を外
向きに開口し溝幅が開口側に向けて徐々に縮小する溝形
断面に形成し、この溝形開口部に溝幅よりわずかに横幅
が広い木質材を加圧嵌合し、溝形開口部で木質材を圧着
してなるものである。A composite beam material according to claim 1 of the present application is a groove in which one or both of the upper and lower flanges of an H-shaped steel is opened outward and the groove width is gradually reduced toward the opening side. The wood material is formed into a cross section, and a wood material having a width slightly wider than the groove width is press-fitted into the groove opening, and the wood material is pressure-bonded at the groove opening.
【0012】溝形開口部において溝幅が開口側に向けて
徐々に縮小するようにしたのは、この部分にバネの機能
を持たせるとともに、木質材の抜け出しを防止するため
である。The reason why the groove width is gradually reduced toward the opening side in the groove-shaped opening is to allow this portion to have a spring function and prevent the wood material from coming out.
【0013】通常、木質材の上下方向の厚み(高さ)
を、溝形開口部の溝深さより高くし、嵌合状態において
溝形開口部から所定高さ、例えば20〜50mm程度突出
するようにするが、突出しない場合(突出高さが0の場
合等)でも木質材部分に対する釘打ちは可能である。[0013] Usually, the thickness (height) of the wood material in the vertical direction.
Is made higher than the groove depth of the groove-shaped opening so as to protrude from the groove-shaped opening by a predetermined height, for example, about 20 to 50 mm in the fitted state, but when it does not protrude (when the protruding height is 0, etc. ) But it is possible to nail wood parts.
【0014】木質材は通常、溝形開口部の一端から加圧
嵌合するが、可能な場合は開口上面(開口が上向きの場
合)または開口下面(開口が下向きの場合)から押し込
んで嵌合することもあり得る。なお、木質材は通常、H
形鋼の全長にわたり設けるが、長手方向の一部にのみ、
あるいは分散的に設ける場合も考えられる。The wood material is usually press-fitted from one end of the groove-shaped opening, but if possible, the wood-like material is pushed in from the upper surface of the opening (when the opening faces upward) or the lower surface of the opening (when the opening faces downward) to be fitted. It is possible to do it. In addition, the wood material is usually H
Provided over the entire length of the shaped steel, but only in a part of the longitudinal direction,
Alternatively, they may be provided in a distributed manner.
【0015】木質材はそれ自体、ある程度曲がりが生じ
ていたりあるいは曲がりが生じやすいが、溝形開口部の
溝幅(内寸)よりわずかに横幅を広くしておくことで、
加圧嵌合等により強い圧着力が得られる。なお、加圧嵌
合等を容易にするため、木質材の端部について面取りを
施しておくことは有効である。The wood material itself has a certain degree of bending or is likely to bend, but by making the width slightly wider than the groove width (inner dimension) of the groove-shaped opening,
A strong crimping force can be obtained by press fitting. Note that it is effective to chamfer the edges of the wood material in order to facilitate pressure fitting and the like.
【0016】本願の請求項3に係る複合梁材は、H形鋼
の上下フランジの一方または両方を外向きに開口するリ
ップ付き溝形断面に形成し、このリップ付きの溝形開口
部に、側面にリップと係合するスリットを有する木質材
を溝形開口部の長手方向端部から加圧嵌合してなるもの
である。A composite beam material according to claim 3 of the present application is formed by forming a groove-shaped cross section with a lip that opens one or both of the upper and lower flanges of the H-section steel outward, and in the groove-shaped opening portion with the lip, A wood material having a slit that engages with a lip on the side surface is press-fitted from the longitudinal end of the groove-shaped opening.
【0017】この場合、リップ部分の係合により木質材
の開口上面または下面側からの抜け出しが完全に防止さ
れるが、木質材の曲がり等による木質材と溝形開口部内
面との摩擦等によっても一体化が図られる。また、木質
材の横幅を溝形断面部の溝幅とほぼ等しいかまたはわず
かに広くしておくことで、加圧嵌合により強い圧着力が
得られる(請求項5に対応)。この場合も、必要に応
じ、木質材の端部について面取りを施しておくとよい。In this case, the engagement of the lip portion completely prevents the wood material from slipping out from the upper or lower side of the opening, but due to the friction between the wood material and the inner surface of the groove-shaped opening due to bending of the wood material or the like. Is also integrated. Further, by setting the lateral width of the wood material to be substantially equal to or slightly wider than the groove width of the groove-shaped cross section, a strong crimping force can be obtained by pressure fitting (corresponding to claim 5). Also in this case, it is advisable to chamfer the edges of the wood material, if necessary.
【0018】請求項4は、請求項3に係る複合梁材にお
いてH形鋼のリップを溝形開口部の内面側に傾斜させて
ある場合を限定したもので、請求項1に係る複合梁材の
溝形開口部側面と同様、バネの機能を有し、木質材に対
する圧着力を高め、木質材の水分吸収等による腐食を防
止することができる。A fourth aspect of the present invention is limited to the composite beam material according to the third aspect, wherein the H-shaped steel lip is inclined toward the inner surface side of the groove-shaped opening. Similar to the side surface of the groove-shaped opening, it has a function of a spring, and can enhance the pressure-bonding force with respect to the wood material, and prevent the wood material from being corroded by water absorption or the like.
【0019】[0019]
【作用】本願発明では、木質住宅の梁材として、強度、
剛性が優れた特殊な形態のH形鋼を用いて、入手が困難
になる傾向にある各種木質梁材の小寸法化を図ることが
できる。In the present invention, as a beam material of a wooden house, strength,
By using a specially-shaped H-section steel having excellent rigidity, it is possible to reduce the size of various wooden beam members that tend to be difficult to obtain.
【0020】例えば、松材(許容曲げ応力90kg/cm2)
の梁材の代替として、H形鋼(許容曲げ応力1400kg
/cm2)を使用すると、約50〜80%の断面縮小が期待
できる。For example, pine wood (allowable bending stress 90 kg / cm 2 )
H-shaped steel (allowable bending stress 1400 kg
/ cm 2 ), a reduction in cross section of about 50-80% can be expected.
【0021】また、H形鋼のフランジの溝形開口部に嵌
合した木質材は根太受材等として、木質根太材や木製パ
ネル他、従来の木質部材と同様の釘止めが可能である。Further, the wood material fitted into the groove-shaped opening of the flange of the H-section steel can be nailed in the same manner as a conventional wood member such as wood joist or wood panel as a joist receiving material.
【0022】木質材はそれ自体ある程度曲がりが生じや
すく、溝形開口部に加圧嵌合する等して、木質材と溝形
開口部内面との摩擦による一体化が図れるが、木質材の
横幅を溝形開口部の内寸法よりわずかに大きくしたもの
を加圧嵌合することで、接着剤やボルトあるいは釘を用
いることなく、容易かつ確実に取り付けることができ
る。The wood material itself is likely to bend to some extent, and by press-fitting into the groove-shaped opening, the wood material and the inner surface of the groove-shaped opening can be integrated by friction. By press-fitting a groove having a size slightly larger than the inner dimension of the groove-shaped opening, it is possible to easily and surely attach without using an adhesive, bolts or nails.
【0023】また、溝形開口部の形状によるバネ効果あ
るいは、木質材の溝形開口部への加圧嵌合を利用して、
木質材に圧縮力を加えることで、木質材の水分吸収を防
止し、防食性を高めることができる。Further, by utilizing the spring effect due to the shape of the groove-shaped opening or the press fitting of the wood material into the groove-shaped opening,
By applying a compressive force to the wood material, it is possible to prevent the wood material from absorbing water and enhance the corrosion resistance.
【0024】[0024]
【実施例】図1は、本願の請求項1に係る複合梁材の一
実施例を示したもので、本実施例では、H形鋼1の上フ
ランジを溝形断面に形成し、溝形開口部3としている。
溝形開口部3の側壁部分は上方に向かって溝幅が狭まる
ように傾斜しており、この溝形開口部3に対し、従来の
木質床受材に相当する木質材11を嵌合し、H形鋼1と
木質材11の組み合わせによる曲げ剛性の高い複合梁材
を構成している。EXAMPLE FIG. 1 shows an example of a composite beam material according to claim 1 of the present application. In this example, the upper flange of the H-section steel 1 is formed into a groove-shaped cross section, and The opening 3 is formed.
The side wall portion of the groove-shaped opening 3 is inclined so that the groove width is narrowed upward, and a wood material 11 corresponding to a conventional wood floor receiving material is fitted into the groove-shaped opening 3. A composite beam having a high bending rigidity is formed by combining the H-shaped steel 1 and the wood material 11.
【0025】H形鋼1としては、圧延H形鋼あるいは溶
接H形鋼等を使用することができる。As the H-section steel 1, rolled H-section steel, welded H-section steel or the like can be used.
【0026】図2は、請求項1に係る発明の他の実施例
を示したもので、本実施例では図2(a) に示すようにH
形鋼1の上下フランジに溝形開口部3を形成し、それぞ
れ木質材11を嵌合している。FIG. 2 shows another embodiment of the invention according to claim 1. In this embodiment, as shown in FIG.
Groove-shaped openings 3 are formed in the upper and lower flanges of the shaped steel 1, and wood materials 11 are fitted therein.
【0027】木質材11を溝形開口部3の長手方向端部
より嵌合する場合、図2(b) に示すように木質材11の
端部に面取り部12を加工しておくことにより、圧入嵌
合が容易となる。When the wood material 11 is fitted from the longitudinal end of the groove-shaped opening 3, the chamfered portion 12 is formed on the end of the wood material 11 as shown in FIG. Press-fitting becomes easy.
【0028】図3は、請求項1に係る発明のさらに他の
実施例を示したもので、図1および図2の実施例では木
質材11として矩形断面のものを用いており、H形鋼1
の溝形開口部3の側壁部分の傾斜が小さいのに対し、本
実施例ではこの部分に後述する大きなバネ効果と抜け出
し防止機能を与えるため、H形鋼1の溝形開口部3の側
壁部分の傾斜を大きくし、木質材11の嵌合部分につい
ても切込みによる傾斜を設けている。FIG. 3 shows still another embodiment of the invention according to claim 1. In the embodiment of FIGS. 1 and 2, the wood material 11 having a rectangular cross section is used. 1
Although the side wall of the groove-shaped opening 3 has a small inclination, the side wall of the groove-shaped opening 3 of the H-shaped steel 1 has a large spring effect and a slip-out preventing function described later in this embodiment. The inclination is increased, and the fitting portion of the wooden material 11 is also inclined by cutting.
【0029】図4は、溝形開口部3のバネ機能の説明図
であり、H形鋼1のフランジの溝形開口部3の側壁部分
の傾斜角度α(1〜45°)に対し、木質材11の嵌合
部分の傾斜角度α1 をαよりわずかに大きく設定し、木
質材11の一端(面取り加工等を施すのが望ましい)を
押し込み、圧力を加えながら溝形開口部3に嵌合するこ
とで、溝形開口部3の側壁部分が板バネとして機能し、
木質材11を圧着することができる。FIG. 4 is an explanatory view of the spring function of the groove-shaped opening 3, and the wood is formed with respect to the inclination angle α (1 to 45 °) of the side wall of the groove-shaped opening 3 of the flange of the H-shaped steel 1. The inclination angle α 1 of the fitting part of the material 11 is set to be slightly larger than α, and one end of the wood material 11 (preferably chamfered) is pushed in and fitted into the groove opening 3 while applying pressure. By doing so, the side wall portion of the groove-shaped opening 3 functions as a leaf spring,
The wood material 11 can be pressure bonded.
【0030】図1(b) 、図3をもとに、寸法の一例を挙
げると、H形鋼1の大きさは、高さH=80〜450m
m、フランジ幅B=40〜250mm、溝形開口部3の側
壁部分の立上り高さt=20〜60mmで、フランジ部の
厚さは2.3〜6mm程度となる。また、木質材11の断
面における溝形開口部3からの突出部分の高さt1 =0
〜2t(好ましくは20〜50mm程度)、幅B1 =1.
0〜1.1B程度となる。An example of the dimensions will be given with reference to FIGS. 1 (b) and 3, and the size of the H-section steel 1 has a height H = 80 to 450 m.
m, the flange width B = 40 to 250 mm, the rising height t of the side wall portion of the groove-shaped opening 3 = 20 to 60 mm, and the thickness of the flange portion is about 2.3 to 6 mm. Further, the height t 1 = 0 of the protruding portion from the groove-shaped opening 3 in the cross section of the wood material 11
˜2 t (preferably about 20 to 50 mm), width B 1 = 1.
It is about 0 to 1.1B.
【0031】図5は、図1の実施例について、複合梁材
上部の木質材11に対し、根太材21を釘22で止め付
けようとする様子を示したものであり、従来の木質部材
どうしの釘打ちの場合と同様に行うことができる。FIG. 5 shows the manner in which the joist 21 is fixed to the wood material 11 on the upper part of the composite beam with the nail 22 in the embodiment shown in FIG. It can be performed in the same manner as in the case of nailing.
【0032】図6は、図3の実施例について、フランジ
2に嵌合した木質材11に図6(b)に示すようなほぞ穴
23を加工し、木製柱材24を接合する場合を示したも
のである。木質材11と木製柱材24との接合には、ほ
ぞ穴23の他、釘穴またはボルト穴を形成する等して釘
打ちまたはボルト固定可能とした接合金物25,26等
を用いることができる。FIG. 6 shows a case in which a mortise hole 23 as shown in FIG. 6 (b) is machined in the wood material 11 fitted to the flange 2 and a wooden pillar material 24 is joined in the embodiment of FIG. It is a thing. For joining the wood material 11 and the wooden pillar material 24, in addition to the mortise hole 23, it is possible to use joining hardware 25, 26 or the like that can be nailed or bolted by forming nail holes or bolt holes. .
【0033】図7は、図2の実施例について複合梁材ど
うしの接合構造の一例を示したもので、この例では直角
に突き合わせた複合梁材のH形鋼1のウェブ面をL字形
の接合金物27を介してボルト28によりボルト接合し
ている。なお、図中、右側の複合梁材のH形鋼1のウェ
ブは材端から突出させてあり、そのウェブの片面または
両面をL字形接合金物27とボルト28で固定してい
る。FIG. 7 shows an example of a joint structure of composite beam members with respect to the embodiment of FIG. 2. In this example, the web surface of the H-shaped steel 1 of the composite beam members which are butted at right angles is L-shaped. Bolts are joined by bolts 28 through the joining hardware 27. In the figure, the web of the H-shaped steel 1 of the composite beam on the right side is projected from the material end, and one side or both sides of the web is fixed by the L-shaped joint metal 27 and the bolt 28.
【0034】図8は、本願の請求項3に係る複合梁材の
一実施例を示したもので、本実施例では、H形鋼1の上
フランジをリップ付き溝形断面に形成し、リップ4を有
する溝形開口部3としている。一方、木質材11の側面
にはスリット13が形成されており、リップ4とスリッ
ト13を係合させる形で木質材11を溝形開口部3の一
端から加圧嵌合して、H形鋼1と木質材11を一体化す
る。FIG. 8 shows an embodiment of the composite beam material according to claim 3 of the present application. In this embodiment, the upper flange of the H-section steel 1 is formed in a grooved cross section with a lip, The groove-shaped opening 3 having the number 4 is provided. On the other hand, a slit 13 is formed on the side surface of the wood material 11, and the wood material 11 is press-fitted from one end of the groove-shaped opening 3 so that the lip 4 and the slit 13 are engaged with each other. 1 and the wood material 11 are integrated.
【0035】H形鋼1としては、圧延H形鋼あるいは溶
接H形鋼等を使用することができる。As the H-section steel 1, rolled H-section steel, welded H-section steel or the like can be used.
【0036】リップ4とスリット13の係合により木質
材11の上方への抜け出しが完全に防止されるが、木質
材11の曲がり等による木質材11と溝形開口部3内面
との摩擦等によっても一体化が図られる。The engagement of the lip 4 and the slit 13 completely prevents the wooden material 11 from coming out upward, but due to the friction between the wooden material 11 and the inner surface of the groove-shaped opening 3 due to the bending of the wooden material 11 or the like. Is also integrated.
【0037】図9は、請求項1に係る発明の他の実施例
を示したもので、本実施例では図9(a) ,(b) に示すよ
うにH形鋼1の上下フランジにリップ4付きの溝形開口
部3を形成し、それぞれ木質材11を嵌合している。FIG. 9 shows another embodiment of the invention according to claim 1. In this embodiment, as shown in FIGS. 9 (a) and 9 (b), the upper and lower flanges of the H-section steel 1 are lip-shaped. The groove-shaped opening 3 with 4 is formed, and the wood material 11 is fitted in each of them.
【0038】木質材11を溝形開口部3の長手方向端部
より嵌合する場合、図9(c) に示すように木質材11の
端部に面取り部12を加工しておくことにより、圧入嵌
合が容易となる。When the wood material 11 is fitted from the longitudinal end of the groove-shaped opening 3, the chamfered portion 12 is formed on the end of the wood material 11 as shown in FIG. 9 (c). Press-fitting becomes easy.
【0039】この場合も、木質材の横幅を溝形断面部の
溝幅とほぼ等しいかまたはわずかに広くしておくこと
で、加圧嵌合により強い圧着力が得られる。さらに、リ
ップ4部分を溝形開口部3の内面側に1〜5°程度傾斜
させて成形しておき、溝形開口部3の長手方向端部より
押込み力による圧力を加えることで、傾斜が0°に近づ
き(木質材11のスリット13を水平とした場合)、リ
ップ4部分が板バネ的に機能し、圧着力が増す。In this case as well, a strong crimping force can be obtained by press fitting by setting the lateral width of the wood material to be substantially equal to or slightly wider than the groove width of the grooved cross section. Further, the lip 4 is formed on the inner surface side of the groove-shaped opening 3 by inclining it by about 1 to 5 °, and the pressure by the pushing force is applied from the longitudinal end of the groove-shaped opening 3 to make the inclination. When approaching 0 ° (when the slit 13 of the wood material 11 is horizontal), the lip 4 portion functions like a leaf spring, and the crimping force increases.
【0040】図11は、図9の実施例について、フラン
ジ2に嵌合した木質材11に図11(b) に示すようなほ
ぞ穴23を加工し、木製柱材24を接合する場合を示し
たものである。木質材11と木製柱材24との接合に
は、ほぞ穴23の他、釘穴またはボルト穴を形成する等
して釘打ちまたはボルト固定可能とした接合金物25,
26等を用いることができる。FIG. 11 shows a case where the wood material 11 fitted to the flange 2 is machined with a mortise hole 23 as shown in FIG. It is a thing. For joining the wood material 11 and the wooden pillar material 24, in addition to the mortise hole 23, a joining metal 25 that can be nailed or bolted by forming nail holes or bolt holes,
26 and the like can be used.
【0041】図12は、図9の実施例について複合梁材
どうしの接合構造の一例を示したもので、直角に突き合
わせた複合梁材のH形鋼1のウェブ面をL字形の接合金
物27を介してボルト28によりボルト接合している。
図中、右側の複合梁材のH形鋼1のウェブは材端から突
出させてあり、そのウェブの片面または両面をL字形接
合金物27とボルト28で固定している。FIG. 12 shows an example of a joint structure of composite beam members for the embodiment of FIG. 9, in which the web surface of the H-shaped steel 1 of the composite beam members which are butted at right angles is an L-shaped joint metal 27. It is bolted with a bolt 28 via.
In the figure, the web of the H-shaped steel 1 of the composite beam on the right side is projected from the end of the material, and one side or both sides of the web are fixed by the L-shaped joint metal 27 and the bolt 28.
【0042】[0042]
【発明の効果】 木質梁材に比較して剛性、曲げ強度が高く、梁断面
の小寸法化が図れる。[Effect of the Invention] The rigidity and bending strength are higher than those of wooden beams, and the beam cross-section can be made smaller.
【0043】 H形鋼のフランジの溝形開口部に嵌合
した木質材に対し、他の木質部材等の釘打ちによる接合
が可能である。It is possible to join another wood member or the like by nailing to the wood member fitted into the groove-shaped opening of the H-section steel flange.
【0044】 フランジの溝形開口部に嵌合された木
質材自体の曲がりや木質材と溝形開口部内面との摩擦が
あるため、木質材と鋼材の一体性が高い。Because of the bending of the wood material itself fitted in the groove-shaped opening of the flange and the friction between the wood material and the inner surface of the groove-shaped opening, the integrity of the wood material and the steel material is high.
【0045】 上記に関連して、木質材をフランジ
の溝形開口部に対し、接着剤やボルトあるいは釘を用い
ることなく取り付けることができ、製作が容易である。In connection with the above, the wood material can be attached to the groove-shaped opening portion of the flange without using an adhesive, bolts or nails, and the production is easy.
【0046】 嵌合される木質材を溝形開口部の形状
を利用して、あるいは木質材の寸法を溝形開口部の寸法
よりわずかに大きくして加圧嵌合することで、圧着によ
り鋼材部分と木質材部分の一体性が高まる他、木質材が
圧縮されることで水分を吸収し難くなり、防食性が向上
する。By using the shape of the groove-shaped opening for the wood material to be fitted or press-fitting the wood material with the dimension of the wood material slightly larger than the dimension of the groove-shaped opening, the steel material is crimped. In addition to increasing the integrity of the portion and the wood material portion, the compression of the wood material makes it difficult to absorb water and improves corrosion resistance.
【図1】 請求項1に係る発明の一実施例を示したもの
で、(a) は斜視図、(b) は鉛直断面図である。1 shows an embodiment of the invention according to claim 1, (a) is a perspective view and (b) is a vertical sectional view.
【図2】 請求項1に係る発明の他の実施例を示したも
ので、(a) は鉛直断面図、(b) は木質材端部の面取り形
状を示す斜視図である。2A and 2B show another embodiment of the invention according to claim 1, wherein FIG. 2A is a vertical cross-sectional view, and FIG. 2B is a perspective view showing a chamfered shape of a wood material end portion.
【図3】 請求項1に係る発明のさらに他の実施例を示
す鉛直断面図である。FIG. 3 is a vertical sectional view showing still another embodiment of the invention according to claim 1.
【図4】 請求項1に係る発明における溝形開口部のバ
ネ機能の説明図である。FIG. 4 is an explanatory view of a spring function of the groove opening in the invention according to claim 1;
【図5】 図1の実施例について根太材の釘打ちによる
接合状態を示す斜視図である。FIG. 5 is a perspective view showing a joined state of nailing of joists for the embodiment of FIG.
【図6】 図3の実施例についてほぞを利用して他の木
質部材と接合する様子を示した斜視図である。FIG. 6 is a perspective view showing a state in which the tenon is used to join with another wooden member in the embodiment of FIG. 3;
【図7】 図2の実施例について複合梁材どうしの接合
構造の一例を示す斜視図である。7 is a perspective view showing an example of a joint structure of composite beam members for the embodiment of FIG.
【図8】 請求項3に係る発明の一実施例を示す斜視図
である。FIG. 8 is a perspective view showing an embodiment of the invention according to claim 3;
【図9】 請求項3に係る発明の他の実施例を示したも
ので、(a) は斜視図、(b) は鉛直断面図、(c) は木質材
端部の面取り形状を示す斜視図である。FIG. 9 shows another embodiment of the invention according to claim 3, (a) is a perspective view, (b) is a vertical cross-sectional view, and (c) is a perspective view showing a chamfered shape of a wood material end portion. It is a figure.
【図10】 図8の実施例について根太材の釘打ちによ
る接合状態を示す斜視図である。FIG. 10 is a perspective view showing a joined state of nailing of joists for the embodiment of FIG.
【図11】 図9の実施例についてほぞを利用した他の
木質部材との接合の様子を示した斜視図である。FIG. 11 is a perspective view showing how the tenon is used to join with another wooden member in the embodiment of FIG. 9;
【図12】 図9の実施例について複合梁材どうしの接
合構造の一例を示す斜視図である。FIG. 12 is a perspective view showing an example of a joint structure of composite beam members for the embodiment of FIG.
1…H形鋼、2…フランジ、3…溝形開口部、4…リッ
プ、11…木質材、12…面取り部、13…スリット、
21…木製根太材、22…釘、23…ほぞ穴、24…木
製柱材、25,26,27…接合金物、28…ボルト、1 ... H-shaped steel, 2 ... Flange, 3 ... Groove-shaped opening, 4 ... Lip, 11 ... Wood material, 12 ... Chamfered section, 13 ... Slit,
21 ... Wooden joist, 22 ... Nails, 23 ... Mortise, 24 ... Wooden pillars, 25, 26, 27 ... Joining hardware, 28 ... Bolts,
Claims (5)
を外向きに開口し溝幅が開口側に向けて徐々に縮小する
溝形断面に形成し、この溝形開口部に溝幅よりわずかに
横幅が広い木質材を加圧嵌合し、溝形開口部で木質材を
圧着してなることを特徴とする複合梁材。1. One or both of the upper and lower flanges of the H-section steel is opened outward to form a groove-shaped cross section in which the groove width gradually decreases toward the opening side, and the groove-shaped opening has a width slightly smaller than the groove width. A composite beam material, characterized in that a wood material having a wide width is press-fitted to, and the wood material is crimped at a groove-shaped opening.
開口部の溝深さより高く、嵌合状態において前記溝形開
口部から所定高さ突出している請求項1記載の複合梁
材。2. The composite beam material according to claim 1, wherein a thickness of the wood material in a vertical direction is higher than a groove depth of the groove-shaped opening, and the wood-shaped material protrudes from the groove-shaped opening by a predetermined height in a fitted state.
を外向きに開口するリップ付き溝形断面に形成し、この
リップ付き溝形開口部に、側面に前記リップと係合する
スリットを有する木質材を前記溝形開口部の長手方向端
部から加圧嵌合してなることを特徴とする複合梁材。3. One or both of the upper and lower flanges of H-section steel is formed in a grooved section with a lip that opens outward, and the grooved opening with a lip has a slit on the side surface that engages with the lip. A composite beam material, characterized in that a wood material is press-fitted from the longitudinal end of the groove-shaped opening.
内面側に傾斜させてある請求項3記載の複合梁材。4. The composite beam according to claim 3, wherein the H-shaped steel lip is inclined toward the inner surface side of the groove-shaped opening.
ほぼ等しいかまたはわずかに広い請求項3または4記載
の複合梁材。5. The composite beam material according to claim 3, wherein the width of the wood material is substantially equal to or slightly wider than the groove width of the groove-shaped opening.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9392595A JPH08284310A (en) | 1995-04-19 | 1995-04-19 | Combined beam material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9392595A JPH08284310A (en) | 1995-04-19 | 1995-04-19 | Combined beam material |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH08284310A true JPH08284310A (en) | 1996-10-29 |
Family
ID=14096024
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9392595A Pending JPH08284310A (en) | 1995-04-19 | 1995-04-19 | Combined beam material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH08284310A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100779025B1 (en) * | 2005-07-13 | 2007-11-23 | 허만욱 | Method for construction the korean-style building |
JP2017122370A (en) * | 2016-01-08 | 2017-07-13 | 新日鐵住金株式会社 | Horizontal member and structure for mounting face material by using the same |
JP2018071172A (en) * | 2016-10-28 | 2018-05-10 | 日新製鋼株式会社 | Shaped steel and method of using the same |
JP2019070289A (en) * | 2017-10-11 | 2019-05-09 | 株式会社竹中工務店 | Repair method of existing structure |
CN113463835A (en) * | 2020-03-31 | 2021-10-01 | 中国地质大学(北京) | Combined I-shaped beam and manufacturing method thereof |
CN113775113A (en) * | 2021-08-12 | 2021-12-10 | 天津大学 | Novel aluminum-wood composite beam and assembling method |
-
1995
- 1995-04-19 JP JP9392595A patent/JPH08284310A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100779025B1 (en) * | 2005-07-13 | 2007-11-23 | 허만욱 | Method for construction the korean-style building |
JP2017122370A (en) * | 2016-01-08 | 2017-07-13 | 新日鐵住金株式会社 | Horizontal member and structure for mounting face material by using the same |
JP2018071172A (en) * | 2016-10-28 | 2018-05-10 | 日新製鋼株式会社 | Shaped steel and method of using the same |
JP2019070289A (en) * | 2017-10-11 | 2019-05-09 | 株式会社竹中工務店 | Repair method of existing structure |
CN113463835A (en) * | 2020-03-31 | 2021-10-01 | 中国地质大学(北京) | Combined I-shaped beam and manufacturing method thereof |
CN113775113A (en) * | 2021-08-12 | 2021-12-10 | 天津大学 | Novel aluminum-wood composite beam and assembling method |
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