JP3034918U - Composite pillar - Google Patents
Composite pillarInfo
- Publication number
- JP3034918U JP3034918U JP1996009705U JP970596U JP3034918U JP 3034918 U JP3034918 U JP 3034918U JP 1996009705 U JP1996009705 U JP 1996009705U JP 970596 U JP970596 U JP 970596U JP 3034918 U JP3034918 U JP 3034918U
- Authority
- JP
- Japan
- Prior art keywords
- steel
- wooden
- wall panel
- sides
- composite
- 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.)
- Expired - Lifetime
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- Load-Bearing And Curtain Walls (AREA)
Abstract
(57)【要約】
【課題】 強度的に優れ、木造建築の壁構築に適した合
成柱を提供する。
【解決手段】 等辺山型鋼2の二つの辺3、4の内角面
側に木製角材5を固定し、型鋼2により十分な強度と直
角精度が得られる合成柱1を形成し、二つの辺3、4の
外面に壁用パネル11との結合用突条6、6を設け、該
パネル11との結合が強固に行なえるようになってい
る。
(57) 【Abstract】 PROBLEM TO BE SOLVED: To provide a composite column excellent in strength and suitable for constructing a wall of a wooden building. SOLUTION: A wooden timber 5 is fixed on the inner side of two sides 3 and 4 of an equilateral mountain type steel 2 to form a composite column 1 with sufficient strength and right angle accuracy by the type steel 2, and two sides 3 are formed. Protrusions 6, 6 for coupling with the wall panel 11 are provided on the outer surface of 4, so that the coupling with the panel 11 can be performed firmly.
Description
【0001】[0001]
この考案は、木造建築の壁を構築する隅柱や間仕切柱、中間柱として使用する 合成柱に関する。 The present invention relates to a composite pillar used as a corner pillar, a partition pillar, or an intermediate pillar that constructs a wall of a wooden building.
木造建築の壁の構築において、強度的に優れた壁を簡単に能率よく構築できる 壁用パネルはすでに提案されている。 この壁用パネルは(一対の縦縁材で複数の横浅を挟んで結合し、両縦縁材と横 浅で枠状に囲まれた部分に、対角位置間を結合するクロス状の筋交い材と、筋交 い材の両面を挟むよう枠体の両面に張設した表面材とを設けた構造を有し、この パネルを柱間に並べて並設し、隣接するパネルを縦縁の部分で互に結合すること によって壁を構築するようになっている。 ところで、上記のような壁を構築する場合、壁の隅部に設けられる隅柱や中間 部の間仕切り柱は、柱自身の強度と共に壁用パネル構造材との結合強度や結合部 分の直角精度が要求される。 従来、木造建築の柱は、単に一本物の木製角材を用いて形成していた。 In the construction of walls for wooden construction, wall panels that can easily and efficiently construct a wall with excellent strength have already been proposed. This wall panel is composed of a pair of vertical edge members that are sandwiched by a plurality of horizontal shallows, and the vertical frame and the shallow frame are surrounded by a frame shape. Material and a surface material stretched on both sides of the frame so as to sandwich both sides of the bracing material.The panels are arranged side by side between columns, and the adjacent panels are the vertical edges. In the meantime, when building a wall like the one described above, the corner columns and intermediate partition columns provided at the corners of the wall are the strength of the column itself. At the same time, the connection strength with the wall panel structure material and the right angle accuracy of the connection part are required.In the past, the pillar of the wooden construction was simply formed by using a single wooden lumber.
しかし、木製角材を用いた柱は、壁用パネルの厚みとの関係やコスト等の関係 からあまり太径のものを使用することができず、このため、壁用パネルの強度に 対して柱の強度が不足するという問題がある。 また、木製角材は原木からの切り出し後に各面を切削仕上げするため、壁用パ ネルを接続する隣接二面の直角度や対向する2面の平行度を精度よく仕上げるの は困難性があるという問題がある。 そこで、この考案の課題は、小径断面でありながら強度的に優れ、壁用パネル を接続する二面の直角精度や平行度のよい合成柱を提供することにある。 However, it is not possible to use a column made of wooden timber with a large diameter due to the relationship with the thickness of the wall panel and the cost. There is a problem of insufficient strength. Moreover, since each side of wood timber is cut and finished after being cut from raw wood, it is difficult to accurately finish the squareness of two adjacent surfaces that connect the panel for walls and the parallelism of two opposite surfaces. There's a problem. Therefore, an object of the present invention is to provide a composite column which has a small diameter cross section and is excellent in strength, and has a good right angle accuracy and parallelism of two surfaces for connecting a wall panel.
上記のような課題を解決するため、請求項1の考案は、型鋼とこの型鋼の内角 面側に納まるよう固定した木製角材との組合せからなり、前記型鋼の外面に壁用 パネルの結合用突条を長さ方向に沿って設けた構成を採用したものである。 請求項2の考案は、請求項1の考案において、等辺山型鋼の二辺の外面の各々 に壁用パネルの結合用突条を長さ方向に沿って設けた構成を採用したものである 。 請求項3の考案は、請求項1の考案において、溝型鋼の内部に木製角材を固定 し、該溝型鋼の外面の各面に壁用パネルの結合用突条を長さ方向に沿って設けた 構成を採用したものである。 請求項4の考案は、I型鋼の両側溝部内に木製角材を固定し、該I型鋼の両フ ランジの外面に壁用パネルの結合用突条を長さ方何に沿って設けた構成を採用し たものである。 In order to solve the above-mentioned problems, the invention of claim 1 comprises a combination of a shape steel and a wooden square timber fixed so as to be housed on the inner side of the shape steel, and a projection for connecting a wall panel to the outer surface of the shape steel. This is a structure in which the strips are provided along the length direction. According to a second aspect of the present invention, in the first aspect of the present invention, a structure is provided in which the connecting projections of the wall panel are provided along the length direction on each of the outer surfaces of the two sides of the equilateral angle steel. According to a third aspect of the present invention, in the first aspect of the present invention, a wooden lumber is fixed inside the grooved steel, and projections for connecting wall panels are provided along the lengthwise direction on each outer surface of the grooved steel. It has adopted a different configuration. According to a fourth aspect of the present invention, a wooden timber is fixed in the groove portions on both sides of the I-shaped steel, and projections for connecting the wall panels are provided along the longitudinal direction on the outer surfaces of both flanges of the I-shaped steel. It was adopted.
【0002】[0002]
以下、この考案の実施の形態を図示例と共に説明する。 図1と図2(A)に示す第1の実施形態の合成柱1は、等辺山型鋼2の二つの 辺3、4の内角面側に木製角材5を嵌込み固定し、二つの辺3、4の外角に壁用 パネルの結合用突条6、6を長さ方向に沿って設けた構造になっている。 等辺山型鋼2に対する木製角材5の固定は、接着やボルト、ナット結合等を用 いて行ない、結合用突条6、6は二つの辺3、4に対して別体の突条を溶接によ り固定する。 この第1の実施形態で示した合成柱1は、隅柱として使用するのに適し、二つ の辺3、4の部分で壁用パネルを結合するものであるが、等辺山型鋼2の使用に より、壁用パネルを接続する二つの面の直角精度が確実に得られる。 図3(A)に示す第2の実施形態の合成柱1は、間仕切り柱に適したものであ り、溝型鋼7の3つの辺8、9、10で囲まれた内部に木製角材5を嵌め込んで 固定し、三つの辺8、9、10の外面に壁用パネルの結合用突条6、6、6を長 さ方向に沿って設けた構造になっている。 この合成柱1は、溝型鋼7の三つの面に対して壁用パネルを結合でき、溝型鋼 7の採用により、三つの面の相互の直角精度は優れている。 図3(B)に示す第3の実施形態は、中間柱に適したものであり、合成柱1は 、I型鋼31の両側凹溝内に木製角材5を嵌込んで固定し、両フランジ32、3 2の外面に壁用パネル11の結合用突条6、6を長さ方向に沿って設けた構造に なっている。 この第3の実施形態で示した合成柱1は、二枚の壁用パネル11を直線状に結 合することができる。 図1と図4は、上記合成柱1間に配置する壁用パネル11の構造を示し、両側 の縦縁材12、12間に複数の横浅13、14、15、16を水平に配置し、縦 縁材と各横浅は、釘の打込みやボルトでの締結によって枠状に結合され、更に中 央部に縦浅17が設けられている。 上記縦縁材12、12と上下の横浅13、16によって形成された枠体18の 内部に、この枠体18の対角位置を結合して緊張させる筋交い鉄筋19、19が クロス状の配置で組込まれている。 両筋交い鉄筋19、19は、中央の交差部分を当て板20に溶接し、上下両端 部には、枠体18の隅部に沿わせるL形のコーナ金具21が溶接により固定され 、各々の途中にターンバックル22、22が設けられている。 上記筋交い鉄筋19、19は、コーナ金具21を枠体18の上下コーナ部分に 当接させ、このコーナ金具21を縦縁材12と上部横浅13又は下部横浅16に 釘やビスを用いて固定した後、ターンバックル22、22を操作して緊張させる ことにより、壁用パネル11の強度を向上させている。 なお、筋交い鉄筋19、19が中間の横浅14、15と交差する部分は、横浅 14、15に溝23を設けて逃がしている。上記枠体18の両面には表面材24 が並べて張設され、枠体18の内部空間に断熱材25が充埴されている。 この断熱材25は、図2(B)に示すように、杉皮付小径木丸太26から製材 品27を切り出したときに生じる皮付背板28や製材時の端材等を用い、これを 圧縮、粉砕、押切り切断等により、チップ、鋸くず、プレナ片、木毛等に加工し た後、接着剤と共に圧縮して固形にし、この固形物の外面をアルミホイルで包ん で形成され、廃材の有効利用が図れると共に、壁用パネル11の内部に入れるこ とにより、断熱性と同時に耐火性、防音性も向上させる事ができる。 なお、表面材24は枠体18の両面においてクロス状の配置となるように、縦 横又は傾斜状に張設する。 また、壁用パネル11における縦縁材12、12の外面には、合成柱1の結合 用突条6に嵌合する縦溝29が設けられている。 この考案の合成柱は上記のような構成であり、木造建築の壁面構築において、 四隅に第1の実施形態で示した合成柱1を配置すると共に、中間部には第2の実 施形態で示した間仕切用合成柱1を配置し、隣接する合成柱1間に壁用パネル1 1を並べて配置すればよく、合成柱1と壁用パネル11は、結合用突条6に縦溝 29を嵌め合わせることによって結合し、必要ならば、図2(A)に一点鎖線で 示すように、合成柱1と壁用パネル11の上面にL型の結合板30を重ね、合成 柱1の木製角材5及び壁用パネル11の縦縁材12に釘で打ち付け固定してもよ いし、両者をボルトで結合してもよい。 なお、壁用パネル11相互の結合は、突き合わせた縦溝29間に結合用の角材 を挿入したり、ホゾとホゾ溝の嵌合構造を採用してもよい。 An embodiment of the present invention will be described below with reference to the drawings. The composite pillar 1 of the first embodiment shown in FIG. 1 and FIG. 2 (A) has two sides 3 and 3 of the equilateral angle steel 2 in which wooden timbers 5 are fitted and fixed on the inner corner side. 4 has a structure in which projections 6, 6 for connecting the wall panel are provided along the lengthwise direction at the outer corners of 4. The wooden timber 5 is fixed to the equilateral angle steel 2 by using adhesive, bolts, nuts or the like. The connecting projections 6 and 6 are formed by welding separate projections to the two sides 3 and 4. Fixed. The composite pillar 1 shown in the first embodiment is suitable for use as a corner pillar, and joins the wall panel at the two sides 3 and 4, but uses the equilateral angle steel 2. This ensures the right angle accuracy of the two surfaces connecting the wall panels. The composite column 1 according to the second embodiment shown in FIG. 3 (A) is suitable for a partition column, and a wooden timber 5 is placed inside a grooved steel 7 surrounded by three sides 8, 9, 10. It has a structure in which it is fitted and fixed, and the protrusions 6, 6, 6 for coupling the wall panel are provided on the outer surfaces of the three sides 8, 9, 10 along the length direction. In this composite column 1, the wall panel can be joined to the three surfaces of the grooved steel 7, and by adopting the grooved steel 7, the mutual accuracy of the right angles of the three surfaces is excellent. The third embodiment shown in FIG. 3 (B) is suitable for an intermediate column, and in the composite column 1, the wooden square members 5 are fitted and fixed in the concave grooves on both sides of the I-shaped steel 31, and both flanges 32 are provided. 32 has a structure in which projections 6, 6 for coupling the wall panel 11 are provided on the outer surface of 32 along the length direction. In the composite column 1 shown in the third embodiment, two wall panels 11 can be linearly joined. 1 and 4 show a structure of a wall panel 11 arranged between the composite columns 1, in which a plurality of lateral shallows 13, 14, 15, 16 are horizontally arranged between the vertical edge members 12, 12 on both sides. The vertical edge member and each horizontal shallow are connected in a frame shape by driving nails or fastening with bolts, and a vertical shallow 17 is provided at the center. Inside the frame body 18 formed by the vertical edge members 12 and 12 and the upper and lower lateral shallows 13 and 16, there are cross-shaped arrangements of bracing rebars 19 and 19 for connecting and diagonally connecting diagonal positions of the frame body 18. Built in. Both bracing rebars 19, 19 are welded to the contact plate 20 at the central intersection, and L-shaped corner metal fittings 21 along the corners of the frame 18 are fixed by welding to the upper and lower ends, respectively, in the middle of each. Turnbuckles 22 and 22 are provided. In the above-mentioned brace rebars 19, 19, the corner metal fittings 21 are brought into contact with the upper and lower corner portions of the frame body 18, and the corner metal fittings 21 are attached to the vertical edge member 12 and the upper lateral shallow 13 or the lower lateral shallow 16 by using nails or screws. After fixing, the turnbuckles 22 and 22 are operated to make them tense, thereby improving the strength of the wall panel 11. In addition, the groove 23 is provided in the lateral shallows 14 and 15 and escapes at the portion where the bracing rebars 19 and 19 intersect the intermediate lateral shallows 14 and 15. A surface material 24 is stretched side by side on both sides of the frame body 18, and an inner space of the frame body 18 is filled with a heat insulating material 25. As shown in FIG. 2 (B), this heat insulating material 25 uses a back plate with skin 28 generated when a lumber product 27 is cut out from a small-diameter log 26 with cedar skin, and end material at the time of lumber. After it is processed into chips, sawdust, planer pieces, wood wool, etc. by compression, crushing, press cutting, etc., it is compressed with an adhesive to make it solid, and the outer surface of this solid material is wrapped with aluminum foil to form it. By effectively utilizing the waste material, and by putting the waste material inside the wall panel 11, it is possible to improve fire resistance and soundproofing as well as heat insulation. The surface material 24 is stretched vertically or horizontally or in a slanted manner so that the surface material 24 is arranged in a cross shape on both sides of the frame body 18. Further, on the outer surfaces of the vertical edge members 12, 12 of the wall panel 11, vertical grooves 29 that fit into the connecting projections 6 of the composite column 1 are provided. The composite pillar of the present invention has the above-described configuration, and in the wall construction of a wooden building, the composite pillar 1 shown in the first embodiment is arranged at four corners, and the second embodiment is provided in the middle portion. It suffices to dispose the partition composite pillar 1 shown and to arrange the wall panel 11 between the adjacent composite pillars 1 side by side. The composite pillar 1 and the wall panel 11 are provided with the vertical groove 29 in the connecting projection 6. They are joined together by fitting, and if necessary, an L-shaped joining plate 30 is overlaid on the upper surface of the composite pillar 1 and the wall panel 11 as shown by the alternate long and short dash line in FIG. 5 and the vertical edge member 12 of the wall panel 11 may be nailed and fixed, or both may be connected by bolts. The wall panels 11 may be connected to each other by inserting a connecting square member between the abutting vertical grooves 29, or by adopting a fitting structure of a groove and a groove.
以上のように、この考案によると、型鋼と木製角材の組合せにより、小径断面 形状の木製角材でありながら型鋼による補強によって十分な強度を有する合成柱 となり、木造建築における壁の強度向上が図れ、しかも、壁や仕切り壁を構成す る壁用パネルとの結合面の直角度や平行度を精度よく出すことができる。 また、型鋼に対して木製角材を組合わせることにより、木材建築の柱材として 違和感がない。 As described above, according to the present invention, by combining the shape steel and the wooden square timber, it becomes a synthetic column having a small diameter cross-sectional shape and having sufficient strength by the reinforcement by the structural steel, and the strength of the wall in the wooden construction can be improved. Moreover, it is possible to accurately obtain the perpendicularity and parallelism of the joint surface with the wall panel constituting the wall or the partition wall. In addition, the combination of wooden square timber and shaped steel makes it comfortable as a pillar material for timber construction.
【図1】第1の実施形態の合成柱と壁用パネルを示す分
解斜視図FIG. 1 is an exploded perspective view showing a composite column and a wall panel according to a first embodiment.
【図2】(A)は同上の結合状態を示す横断平面図、
(B)は杉小径木から形成する断熱材の製作を示す説明
図FIG. 2 (A) is a cross-sectional plan view showing the same connection state as above.
(B) is an explanatory view showing the production of a heat insulating material formed from a cedar small diameter tree
【図3】(A)は合成柱の第2の実施形態を示す横断面
図、(B)は第3の実施形態を示す横断面図3A is a cross-sectional view showing a second embodiment of a composite column, and FIG. 3B is a cross-sectional view showing a third embodiment.
【図4】壁用パネルの一部切欠正面図FIG. 4 is a partially cutaway front view of a wall panel.
1 合成柱 2 等辺山型鋼 3、4 辺 5 木製角材 6 結合用突条 7 溝型鋼 8、9、10 辺 11 壁用パネル 1 Composite column 2 Equilateral mountain type steel 3, 4 sides 5 Wooden square timber 6 Connecting protrusion 7 Groove type steel 8, 9, 10 sides 11 Wall panel
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04B 2/56 605 E04B 2/56 605E 611 611C 611B 622 622B 622L 622J 651 651H 652 652L 2/74 511 2/74 511L 511N ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location E04B 2/56 605 E04B 2/56 605E 611 611C 611B 622 622B 622L 622J 651 651H 652 652L 2/74 511 2/74 511L 511N
Claims (4)
固定した木製角材との組合せからなり、前記型鋼の外面
に壁用パネルの結合用突条を長さ方向に沿って設けた合
成柱。1. A composite column comprising a combination of a shape steel and a wooden square timber fixed so as to be housed on the inner side of the shape steel, and a projection for connecting a wall panel provided on the outer surface of the shape steel along the length direction. .
を固定し、該二辺の外面の各々に壁用パネルの結合用突
条を長さ方向に沿って設けた請求項1記載の合成柱。2. A wooden lumber is fixed to the inner corners of two sides of an equilateral angle steel, and projections for connecting a wall panel are provided along the lengthwise direction on the outer surfaces of the two sides, respectively. The composite pillar described.
型鋼の外面の各面に壁用パネルの結合用突条を長さ方向
に沿って設けた請求項1記載の合成柱。3. A composite column according to claim 1, wherein a wooden square bar is fixed inside the channel steel, and projections for connecting wall panels are provided along the lengthwise direction on each of the outer surfaces of the channel steel.
し、該I型鋼の両フランジの外面に壁用パネルの結合用
突条を長さ方向に沿って設けた請求項1記載の合成柱。4. The composition according to claim 1, wherein wooden squares are fixed in both side groove portions of the I type steel, and projections for connecting wall panels are provided along the length direction on the outer surfaces of both flanges of the I type steel. Pillar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1996009705U JP3034918U (en) | 1996-08-20 | 1996-08-20 | Composite pillar |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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JP1996009705U JP3034918U (en) | 1996-08-20 | 1996-08-20 | Composite pillar |
Publications (1)
Publication Number | Publication Date |
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JP3034918U true JP3034918U (en) | 1997-03-07 |
Family
ID=43169743
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP1996009705U Expired - Lifetime JP3034918U (en) | 1996-08-20 | 1996-08-20 | Composite pillar |
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JP (1) | JP3034918U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016169541A (en) * | 2015-03-13 | 2016-09-23 | 大和ハウス工業株式会社 | Brace retrofitting bearing wall method and structure of panel construction method building |
-
1996
- 1996-08-20 JP JP1996009705U patent/JP3034918U/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016169541A (en) * | 2015-03-13 | 2016-09-23 | 大和ハウス工業株式会社 | Brace retrofitting bearing wall method and structure of panel construction method building |
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