JP2007146617A - New metal pillar with its inside stuffed - Google Patents

New metal pillar with its inside stuffed Download PDF

Info

Publication number
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
Authority
JP
Japan
Prior art keywords
metal pillar
pillar
metal
timber
stuffed
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
Application number
JP2005370787A
Other languages
Japanese (ja)
Inventor
Setsuo Yamada
節雄 山田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2005370787A priority Critical patent/JP2007146617A/en
Publication of JP2007146617A publication Critical patent/JP2007146617A/en
Pending legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a new building metal pillar with its inside stuffed with weed-out timber solidified with industrial adhesives. <P>SOLUTION: A metal pillar for building use is stuffed with weeded-out timber or processed timber assembly in its inside hollow (cavity) as the core and keeps all the clearances among the stuffed timber filled up with industrial adhesives and solidified. Also, brackets are installed on its external surfaces to fix pillars and beams with bolts. <P>COPYRIGHT: (C)2007,JPO&INPIT

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.

本発明の斜視図Perspective view of the present invention 本発明の一部を切り欠いた側面図Side view with part cut away of the present invention 本発明の他の実施例を示す斜視図The perspective view which shows the other Example of this invention.

符号の説明Explanation of symbols

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)

建築用金属柱の内側(空洞)にヒノキ、スギの間伐材丸太または四角形の加工集成材、また成木の丸太、四角形の加工集成材等、金属柱同等の長さ、太さの木材(途中切断の無い1本の通し柱状態)を柱芯として挿入し、金属柱内の空洞と柱芯となる木材との間に発生する隙間に液状の工業用接着剤を流し込み、隙間無く接着剤で固めた状態を特徴とする建築用金属柱。  Timber, cedar thinned logs or quadrangular processed laminated timber, and wooden logs, rectangular processed laminated timber inside the metal pillar for construction Insert a single column without cutting) as a column core, pour a liquid industrial adhesive into the gap generated between the cavity in the metal column and the wood used as the column core, and harden with adhesive without any gap Architectural metal pillars characterized by the state of contact.
JP2005370787A 2005-11-26 2005-11-26 New metal pillar with its inside stuffed Pending JP2007146617A (en)

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
JP (1) JP2007146617A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
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

Cited By (5)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
JP4359275B2 (en) Wooden building components
JP2007146617A (en) New metal pillar with its inside stuffed
CN105019582A (en) Disassembly-free prefabricated concrete thermal-insulation wall formwork
CN204960043U (en) Prefabricated thermal insulation wall mould shell
US20160369492A1 (en) Building structure in which korean-style house and wooden house are introduced to contemporary architecture
CN105780978A (en) Free sandwich heat-preservation wall connection element
JP5007716B2 (en) Prevention of dry cracking of wood
JP3177639B2 (en) Fiber splitting equipment for wood, bamboo, etc.
FI20031707A0 (en) Method for determining the centering of veneer laths
CN203462674U (en) Curved surface wooden decorated panel
JP5933806B2 (en) Joint structure of column and horizontal member in wooden frame
JP2009000932A (en) Glued laminated timber for structure
CN201224924Y (en) Formwork structure of concrete ground arch
TW200728571A (en) Improved I joist
JPS61152402A (en) Crazing preventive method of wood
JP2007314933A (en) Water guard log material and log wall with water guard piece
ATE405712T1 (en) BLOCK PLANTS AND METHOD FOR THE PRODUCTION THEREOF
RU86207U1 (en) GLUED BEAM (OPTIONS)
CN100587176C (en) Mould plate structure of concrete grounding arch and installation method thereof
JP2005240344A (en) Aseismatic repair structure of existing external facing wall
JPS637621Y2 (en)
JP2001054904A (en) Production of square timber
JPH06272351A (en) Device structure of wooden building column
JPH08158537A (en) Combined woody structural material
RU2216443C1 (en) Method of wood preparation for drying