JP2007146617A - New metal pillar with its inside stuffed - Google Patents
New metal pillar with its inside stuffed Download PDFInfo
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- JP2007146617A JP2007146617A JP2005370787A JP2005370787A JP2007146617A JP 2007146617 A JP2007146617 A JP 2007146617A JP 2005370787 A JP2005370787 A JP 2005370787A JP 2005370787 A JP2005370787 A JP 2005370787A JP 2007146617 A JP2007146617 A JP 2007146617A
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- metal pillar
- pillar
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- stuffed
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Abstract
Description
本発明は建築用金属柱の内側(空洞)に柱芯となる木材を挿入し、その際発生する隙間を工業用接着剤で固めた建築用柱に関するものである The present invention relates to a building column in which wood as a column core is inserted into the inside (cavity) of a building metal column, and a gap generated at that time is hardened with an industrial adhesive.
従来、金属柱(鉄柱、アルミニュウム柱等)の内側はすべて空洞で建築用に使用されている。 Conventionally, metal columns (iron columns, aluminum columns, etc.) are all hollow and are used for construction.
そのために、次のような問題点があった。
(イ)地震災害時において上下、横揺れに弱い。
(ロ)特にアルミ金属柱は材質からして強度を要する建物に不向きである。
本発明は、これらの問題点を解決するためになされたものである。Therefore, there are the following problems.
(I) It is vulnerable to vertical and horizontal rolls during an earthquake disaster.
(B) In particular, aluminum metal columns are not suitable for buildings that require strength due to their materials.
The present invention has been made to solve these problems.
金属柱の内側(空洞)に樹皮を剥いて乾燥させたスギ、ヒノキの間伐材丸太を柱芯として挿入する。また丸太材の場合、木の根元部分と先端部分をある程度均等な太さに加工して柱芯として使用し極力柱の内側と柱芯の隙間を小さくすればより強度が出る。また成木での加工集成材(角型)また丸太状態でも芯材として上下バランスがよい太さに加工し金属柱の中に柱芯として挿入する。そして柱の内側と柱芯との隙間は液状の工業用接着材を流し込み隙間なく固める。
金属柱と頑丈な芯柱材と接着剤の組み合わせを特徴とする金属柱である。Insert a thinned log of Japanese cedar and cypress that has been peeled off and dried inside the metal pillar (cavity) as the pillar core. Further, in the case of a log, strength can be improved by processing the root and tip of the tree to a certain degree of uniform thickness and using it as a pillar core, and reducing the gap between the inside of the pillar and the pillar core as much as possible. In addition, it is processed into a laminated wood (square shape) or processed into a thickness with good vertical balance as a core material even in a log state, and inserted into a metal column as a column core. The gap between the inner side of the pillar and the pillar core is poured into the liquid industrial adhesive and hardened without a gap.
It is a metal column characterized by a combination of a metal column, a solid core column material and an adhesive.
柱芯に丈夫な丸太材、集成材を挿入し工業用接着剤で空洞のない建築用金属柱は上下、横揺れにも柔軟性と強度を持った柱であるMetal pillars for construction without hollows made of industrial adhesives with strong log and laminated wood cores are pillars with flexibility and strength for vertical and horizontal rolls.
以下、本発明の実施の形態について説明をする。
(イ)(1)スギ、ヒノキ間伐材は(2)金属柱の内径に応じて間伐材の太さ、長さを選び、樹皮を剥き乾燥させ木の根元付近を程よく削り金属柱の下も上も芯柱材がバランスよく入るように加工しその隙間を(3)液状の工業用接着剤を上から流し込み隙間無く固める。
(ロ)他の(4)集成材、又大きな建築に用いる太い丸太材等も同様、バランスよく強度が保てるよう柱の太さ、長さに応じ芯柱材を削り加工し極力隙間を減らし柱の上から液状の工業用接着剤を隙間に流し込み固める。Hereinafter, embodiments of the present invention will be described.
(I) (1) For cedar and cypress thinned wood (2) Choose the thickness and length of thinned wood according to the inner diameter of the metal pillar, peel off the bark and dry it, and gently cut the vicinity of the root of the tree above the metal pillar (3) Pour the liquid industrial adhesive from above and harden it without any gaps.
(B) Other (4) Laminated wood and thick log materials used for large buildings are similarly processed to reduce the gap as much as possible by cutting the core pillar material according to the thickness and length of the pillar so that the strength can be maintained in a balanced manner. Pour liquid industrial adhesive into the gap and harden.
1 金属柱の縦割り図
2 金属柱の上から見た図
3 金属柱を下から見た図
4 芯柱材
5 工業用接着剤
6 金属柱
7 ブラケット1 Vertical view of metal pillar 2 View from above metal pillar 3 View from below metal pillar 4 Core pillar material 5 Industrial adhesive 6 Metal pillar 7 Bracket
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2005370787A JP2007146617A (en) | 2005-11-26 | 2005-11-26 | New metal pillar with its inside stuffed |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2005370787A JP2007146617A (en) | 2005-11-26 | 2005-11-26 | New metal pillar with its inside stuffed |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2007146617A true JP2007146617A (en) | 2007-06-14 |
Family
ID=38208335
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2005370787A Pending JP2007146617A (en) | 2005-11-26 | 2005-11-26 | New metal pillar with its inside stuffed |
Country Status (1)
Country | Link |
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JP (1) | JP2007146617A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20120011805A1 (en) * | 2010-03-19 | 2012-01-19 | Weihong Yang | Steel and wood composite structure with metal jacket wood studs and rods |
CN102926506A (en) * | 2012-10-15 | 2013-02-13 | 中国建筑第六工程局有限公司 | Steel-wood combined vertical column and construction method thereof |
US8820033B2 (en) * | 2010-03-19 | 2014-09-02 | Weihong Yang | Steel and wood composite structure with metal jacket wood studs and rods |
US8910455B2 (en) | 2010-03-19 | 2014-12-16 | Weihong Yang | Composite I-beam member |
-
2005
- 2005-11-26 JP JP2005370787A patent/JP2007146617A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20120011805A1 (en) * | 2010-03-19 | 2012-01-19 | Weihong Yang | Steel and wood composite structure with metal jacket wood studs and rods |
US8820033B2 (en) * | 2010-03-19 | 2014-09-02 | Weihong Yang | Steel and wood composite structure with metal jacket wood studs and rods |
US8910455B2 (en) | 2010-03-19 | 2014-12-16 | Weihong Yang | Composite I-beam member |
CN102926506A (en) * | 2012-10-15 | 2013-02-13 | 中国建筑第六工程局有限公司 | Steel-wood combined vertical column and construction method thereof |
CN102926506B (en) * | 2012-10-15 | 2014-11-05 | 中国建筑第六工程局有限公司 | Steel-wood combined vertical column and construction method thereof |
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