JP3031921U - Composite pillar - Google Patents
Composite pillarInfo
- Publication number
- JP3031921U JP3031921U JP1996006384U JP638496U JP3031921U JP 3031921 U JP3031921 U JP 3031921U JP 1996006384 U JP1996006384 U JP 1996006384U JP 638496 U JP638496 U JP 638496U JP 3031921 U JP3031921 U JP 3031921U
- Authority
- JP
- Japan
- Prior art keywords
- groove
- steel
- fixed
- steels
- grooved
- 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
Links
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- Rod-Shaped Construction Members (AREA)
Abstract
(57)【要約】
【課題】 強度的に優れ、直角精度の良い合成柱を提供
する。
【解決手段】 複数本の型鋼を並列状態に固定化し、Ｉ
型鋼２の溝状部６、７及び溝型鋼４の溝状部５の内部に
各々木製角材５、６、７を嵌合固定して合成柱１を形成
し、型鋼により十分な強度と直角精度が得られる。
(57) [Abstract] [PROBLEMS] To provide a composite column having excellent strength and good right-angle accuracy. SOLUTION: A plurality of shape steels are fixed in parallel and I
Wooden corners 5, 6 and 7 are fitted and fixed inside the grooved portions 6 and 7 of the shaped steel 2 and the grooved portion 5 of the grooved steel 4, respectively, to form a composite column 1, and sufficient strength and right angle accuracy are obtained by the shaped steel. Is obtained.
Description
【０００１】[0001]
この考案は、木造建築の壁を構築するために隅柱や間仕切り柱として使用する 合成柱に関する。 This invention relates to a composite column used as a corner column or partition column to construct a wall of a wooden building.
【０００２】[0002]
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 パネル構造材はすでに知られている。 このパネル構造材は、一対の縦縁材を複数の横桟を挟んで結合し、両縦縁材と 上下の横桟で囲まれた部分に、対角位置間を結合するクロス状の筋交い材と、筋 交い材の両面を挾む表面材とを設けた構造を有し、このパネル構造材を柱間に順 次並べて立設し、隣接する構造材を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、強度と共に壁用パネル構造材と接続部分の直角精度が極めて 重要である。 従来の柱は単に一本物の木製角材を用いて形成していた。 In constructing a wall of a wooden construction, a panel structure material that can easily and efficiently construct a wall having excellent strength is already known. This panel structure material is a cross-shaped bracing material that connects a pair of vertical edge members with a plurality of horizontal rails sandwiched between them and connects the diagonal edges to the area surrounded by both vertical edge members and the upper and lower horizontal rails. And a surface material that sandwiches both sides of the bracing material.This panel structural material is erected in sequence between columns, and the wall is formed by connecting adjacent structural materials to each other. It is designed to be built. By the way, in the case of constructing a wall as described above, it is extremely important for the corner pillars and partitioning pillars in the middle provided at the corners of the wall to have a right angle accuracy between the wall panel structural material and the connecting portion. Traditional pillars were simply made from a single piece of wooden lumber.
【０００３】[0003]
しかし、木製角材は、パネル構造材の厚みとの関係からあまり太径のものを使 用することができず、パネル構造物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、パネル 構造材を接続する隣接二面の直角度や両側二面の平行度を精度良く仕上げるには 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、パネル構造 材を接続する隣接二面の直角精度や両側二面の平行度の良い合成柱を提供するこ とにある。 However, there is a problem that the wooden timber cannot be used with a very large diameter due to the relationship with the thickness of the panel structure, and the strength of the column is insufficient with respect to the strength of the panel structure. In addition, since the wooden squares are cut and finished on each side after being cut out from the raw wood, there is a problem that it is difficult to accurately finish the squareness of the two adjacent faces that connect the panel structural materials and the parallelism of the two sides. is there. 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 which has a good right angle accuracy of two adjacent surfaces connecting panel structural materials and a good parallelism of both sides.
【０００４】[0004]
上記のような課題を解決するため、請求項１の考案は、複数本の型鋼を並列状 態に固定化し、各型鋼の溝状部内又は隣接する型鋼によって入隅部分が形成され る場合にはこの入隅部分に木製角材を嵌込み固定した構成を採用したものである 。 請求項２の考案は、Ｉ型鋼の一方フランジ外面に溝型鋼を開放面が外向きにな るよう固定し、Ｉ型鋼の両側溝状部及び溝型鋼の溝状部内に各々木製角材を嵌込 み固定した構成を採用したものである。 請求項３の考案は、二本の溝型鋼を用い、一方溝型鋼の背面で一方に片寄った 位置に他方溝型鋼の側面を重ねて固定化し、両溝型鋼の溝状部又は両溝型鋼の背 面で形成された入隅部分の各々に木製角材を嵌込み固定した構成を採用したもの である。 請求項４の考案は、二本の溝型鋼と等辺山型鋼とを用い、両溝型鋼を溝状部が 直角の配置になるようその背面を等辺山型鋼に固定し、両溝型溝の溝状部内又は 両溝型溝の背面で形成された入隅部分に木製角材を嵌込み固定した構成を採用し たものである。 In order to solve the above-mentioned problems, the invention of claim 1 fixes a plurality of mold steels in a parallel state, and when a corner portion is formed in a groove of each mold steel or by adjacent mold steels. A structure in which wooden timber is fitted and fixed in this corner portion is adopted. According to a second aspect of the present invention, the grooved steel is fixed to the outer surface of the one flange of the I-shaped steel so that the open surface faces outward, and the wooden squares are respectively fitted into the grooved portions on both sides of the I-shaped steel and the grooved portion of the grooved steel. Only the fixed structure is adopted. According to the invention of claim 3, two groove type steels are used, the side surface of the other groove type steel is overlapped and fixed at a position offset to one side on the back surface of the one groove type steel, and the groove portion of the both groove type steels or the both groove type steels is fixed. A wooden timber is fitted and fixed in each of the corners formed on the back. The invention of claim 4 uses two groove type steels and equilateral angle type steels, and the rear surface of the double groove type steels is fixed to the equilateral angle type steels so that the groove portions are arranged at right angles. This is a structure in which wooden timbers are fitted and fixed in the corners formed inside the groove or on the back surface of both groove type grooves.
【０００５】[0005]
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（Ａ）に示す第１の例の合成柱１は、Ｉ型鋼２の一方フランジ３の外面に 溝型鋼４をその溝状部５の開放面が外向きになるよう重ね、溶接により両者を固 定化すると共に、Ｉ型鋼２の両側溝状部６、７及び溝型鋼４の溝状部５内に各々 木製角材８、９、１０を嵌込み固定した構造になっている。 上記Ｉ型鋼２は、例えば１００ｍｍ×１００ｍｍの大きさのものを用い、溝型 鋼４は１００ｍｍ×５０ｍｍのものを用い、Ｉ型鋼２の一方フランジ３の外面に 溝型鋼４の背面を重ねて固定することにより、Ｉ型鋼２の溝状部６、７に対して 溝型鋼４の溝状部５の直角状の配置が正確に得られる。 前記各木製角材８、９、１０は、対応する溝状部５、６、７内に嵌合する断面 形状に形成され、Ｉ型鋼２及び溝型鋼４に対して接着固定化される。 図１（Ｂ）に示す第２の例の合成柱１は、二本の溝型鋼４と４を用い、一方溝 型構４の背面で一方に片寄った位置に他方溝型鋼４の側面を重ねて溶接により固 定化し、両溝型鋼４、４の溝状部５、５内及び両溝型鋼４、４の背面で形成され た入隅部分の各々に木製角材１１、１２、１３を嵌込んで接着固定した構造にな っている。 両溝型鋼４、４は共に等しい１００ｍｍ×５０ｍｍの寸法の断面形状を有し、 両者は直角の配置関係で固定化されている。 図１（Ｃ）に示す第３の例の合成柱１は、二本の溝型鋼４、４と等辺山型鋼１ ４を用い、両溝型鋼４、４を溝状部５、５が直角の配置になるようその背面を等 辺山型鋼１４の隣接する外面に各々重ねて溶接により固定し、両溝型鋼４、４の 溝状部５、５内及び両溝型鋼４、４の背面で形成された入隅部分に各々木製角材 １５、１６、１７を嵌込み固定した構造を有し、溝型鋼４、４は１００ｍｍ×５ ０ｍｍ、等辺山型鋼１４は５０ｍｍ×５０ｍｍの寸法のものを使用している。 図２に示す第４の例の合成柱１は、Ｉ型鋼２の一方フランジ３の外面で中心部 から一方に片寄った位置に溝型鋼４の背面を重ねて固定し、Ｉ型鋼２の両溝状部 ６、７内と溝型鋼４の溝状部５内とに各々木製角材１８、１９、２０を嵌込み固 定した構造になっている。なお、各例において、各型鋼の溝状部に対し、角材の Hereinafter, embodiments of the present invention will be described with reference to the illustrated examples. In the composite column 1 of the first example shown in FIG. 1 (A), the grooved steel 4 is placed on the outer surface of the one flange 3 of the I-shaped steel 2 so that the open surface of the grooved portion 5 faces outward, and both are welded together. Is fixed, and wooden squares 8, 9 and 10 are fitted and fixed in both side groove-shaped portions 6 and 7 of the I-shaped steel 2 and the groove-shaped portion 5 of the grooved steel 4, respectively. The I-shaped steel 2 has a size of, for example, 100 mm × 100 mm, the grooved steel 4 has a size of 100 mm × 50 mm, and the back surface of the grooved steel 4 is fixed on the outer surface of the one flange 3 of the I-shaped steel 2 by overlapping. By doing so, it is possible to accurately obtain the right-angled arrangement of the groove portion 5 of the channel steel 4 with respect to the groove portions 6 and 7 of the I-shaped steel 2. Each of the wooden timbers 8, 9 and 10 is formed in a cross-sectional shape that fits into the corresponding groove portions 5, 6 and 7, and is adhesively fixed to the I-shaped steel 2 and the grooved steel 4. The composite column 1 of the second example shown in FIG. 1 (B) uses two grooved steels 4 and 4, and the side surface of the other grooved steel 4 is superposed on the rear surface of the one grooved structure 4 at a position deviated to one side. And solidify it by welding, and then insert wood timbers 11, 12, and 13 into the groove-shaped portions 5 and 5 of the double-groove steels 4 and 4 and into the corners formed on the back surfaces of the double-groove steels 4 and 4, respectively. The structure is fixed by adhesion. Both of the grooved steels 4 and 4 have the same cross-sectional shape of 100 mm × 50 mm, and both are fixed in a right-angled arrangement relationship. The composite column 1 of the third example shown in FIG. 1 (C) uses two groove type steels 4 and 4 and an equilateral angle type steel 14 in which both groove type steels 4 and 4 have groove portions 5 and 5 at right angles. The rear surface of the equilateral mountain steel 14 is overlapped and fixed by welding so as to be arranged, and is formed in the groove portions 5 and 5 of the double groove steel 4 and 4 and the back surface of the double groove steel 4 and 4. It has a structure in which wooden squares 15, 16 and 17 are fitted and fixed in the entered corners, and the groove type steels 4 and 4 are 100 mm x 50 mm, and the equilateral angle type steel 14 is 50 mm x 50 mm. ing. In the composite column 1 of the fourth example shown in FIG. 2, the rear surface of the grooved steel 4 is overlapped and fixed on the outer surface of the one flange 3 of the I-shaped steel 2 at a position deviated from the central portion to one side, and both grooves of the I-shaped steel 2 are fixed. Wooden squares 18, 19 and 20 are fitted and fixed in the groove portions 6 and 7 and in the groove portion 5 of the groove steel 4, respectively. In addition, in each example, for the groove-shaped portion of each type steel,
【０００６】 嵌合固定を一部省いてもよい。 図３は、上記各例の合成柱１の使用状態の一例を示しており、建物の四隅と中 間部に合成柱１を立設し、四隅の合成柱１の対向面間にパネル構造材２１を配置 することにより壁を構築することができると共に、中間部の合成柱１は間仕切り 柱とし、その対向面間に仕切り壁２２を配置し、合成柱１とパネル構造材２１及 び仕切り壁２２の結合は、木製角材を利用して接着や釘打ちの単用や併用及び重 なり面に設けた凹溝２３に対する接続板２４の圧入やホゾとホゾ溝の嵌合及び型 鋼溝状部への構造材の嵌込み等によって接続すればよい。The fitting and fixing may be partially omitted. FIG. 3 shows an example of the usage state of the composite pillar 1 of each of the above examples, in which the composite pillars 1 are erected at the four corners and the middle part of the building, and the panel structure material is provided between the facing surfaces of the composite pillars 1 at the four corners. The wall can be constructed by arranging 21. The intermediate composite pillar 1 is a partition pillar, and the partition wall 22 is arranged between the facing surfaces of the composite pillar 1, and the composite pillar 1, the panel structure material 21 and the partition wall. The connection of 22 is made by using wooden lumber for adhesion or nailing, combined use, press fitting of the connecting plate 24 into the concave groove 23 provided in the overlapping surface, fitting of the groove and the groove, and the shaped steel groove portion. It may be connected by fitting a structural material into the structure.
以上のように、この考案によると、複数本の型鋼を並列固定し、型鋼の溝状部 内に木製角材を嵌込み固定したので、型鋼の組合せ使用により、小径断面形状で ありながら、充分な強度を有すると共に、壁や仕切り壁を構成するパネル構造材 の当接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せることにより、木造建築物の柱材として 異和感がない。 As described above, according to the present invention, a plurality of mold steels are fixed in parallel, and wooden squares are fitted and fixed in the groove portions of the mold steels. In addition to having strength, it is possible to accurately obtain the perpendicularity and parallelism of the abutting surface of the panel structural material forming the wall or partition wall. In addition, the combination of wooden squares with the shape steel does not give a strange feeling as a pillar for wooden construction.
【図１】（Ａ）乃至（Ｃ）は合成柱の異なった例を示す
断面図1A to 1C are cross-sectional views showing different examples of composite columns.
【図２】合成柱の異なった例を示す断面図FIG. 2 is a sectional view showing a different example of a composite column.
【図３】合成柱の使用状態を示す横断平面図FIG. 3 is a cross-sectional plan view showing a usage state of a composite column.
１ 合成柱 ２ Ｉ型鋼 ３ フランジ ４ 溝型鋼 ５、６、７ 溝状部 ８〜１３ 木製角材 １４ 等辺山型鋼 １５〜２０ 木製角材 DESCRIPTION OF SYMBOLS 1 Composite column 2 I-type steel 3 Flange 4 Groove type steel 5, 6, 7 Groove-shaped part 8-13 Wooden square bar 14 Equilateral mountain type steel 15-20 Wooden square bar
Claims (4)
型鋼の溝状部内又は隣接する型鋼によって入隅部分が形
成される場合にはこの入隅部分に木製角材を嵌込み固定
したことを特徴とする合成柱。1. A plurality of mold steels are fixed in parallel, and when a corner portion is formed in a groove of each mold steel or by adjacent mold steels, wooden corners are fitted and fixed to the corner portion. A composite pillar characterized by.
放面が外向きになるよう固定し、Ｉ型鋼の両側溝状部及
び溝型鋼の溝状部内に各々木製角材を嵌込み固定したこ
とを特徴とする合成柱。2. A grooved steel is fixed to the outer surface of one flange of the I-shaped steel so that the open surface faces outward, and wooden squares are fitted and fixed in the grooved portions on both sides of the I-shaped steel and the grooved portion of the grooved steel, respectively. A composite pillar characterized by.
で一方に片寄った位置に他方溝型鋼の側面を重ねて固定
化し、両溝型鋼の溝状部又は両溝型鋼の背面で形成され
た入隅部分に木製角材を嵌込み固定したことを特徴とす
る合成柱。3. Two groove type steels are used, the side surface of the other groove type steel is overlapped and fixed at a position deviated to one side on the back side of the one groove type steel, and the two groove type steels are provided with groove portions or the rear side of the both groove type steels. A composite pillar characterized in that wooden corners are fitted and fixed in the formed corners.
溝型鋼を溝状部が直角の配置になるようその背面を等辺
山型鋼に固定し、両溝型溝の溝状部内又は再溝型溝の背
面で形成された入隅部分に木製角材を嵌込み固定したこ
とを特徴とする合成柱。4. Two groove type steels and equilateral mountain type steels are used, and the rear surface of the re-grooved type steel is fixed to the equilateral mountain type steel so that the groove portions are arranged at right angles, and inside the groove shaped portions of both groove type grooves. Alternatively, a composite column is characterized in that a wooden timber is fitted and fixed in an entry corner portion formed on the back surface of the re-groove type groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1996006384U JP3031921U (en) | 1996-05-31 | 1996-05-31 | Composite pillar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1996006384U JP3031921U (en) | 1996-05-31 | 1996-05-31 | Composite pillar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP3031921U true JP3031921U (en) | 1996-12-13 |
Family
ID=43166853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1996006384U Expired - Lifetime JP3031921U (en) | 1996-05-31 | 1996-05-31 | Composite pillar |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3031921U (en) |
-
1996
- 1996-05-31 JP JP1996006384U patent/JP3031921U/en not_active Expired - Lifetime
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