JPH0692674B2 - Structure of wooden building using arch type integrated columns - Google Patents
Structure of wooden building using arch type integrated columnsInfo
- Publication number
- JPH0692674B2 JPH0692674B2 JP9359486A JP9359486A JPH0692674B2 JP H0692674 B2 JPH0692674 B2 JP H0692674B2 JP 9359486 A JP9359486 A JP 9359486A JP 9359486 A JP9359486 A JP 9359486A JP H0692674 B2 JPH0692674 B2 JP H0692674B2
- Authority
- JP
- Japan
- Prior art keywords
- arch
- purlin
- columns
- wooden building
- 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.)
- Expired - Fee Related
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、アーチ形集成柱を用いた木造建築物の構造
体に関する。Description: TECHNICAL FIELD The present invention relates to a structure of a wooden building using arch-shaped laminated columns.
〔従来の技術〕 現在アーチ形集成柱を用いた木造建築物はデザイン的な
モダンさと風雪害に対する強度の点で注目される設計で
ある。[Prior Art] At present, a wooden building using arched pillars is a design that is attracting attention in terms of design modernity and strength against wind and snow damage.
第2図,第3図は従来のこの種の建築物を示すもので、
1は布基礎等の上方に固定される土台、2は土台1の上
面に下端部2aが固着されたアーチ形集成柱で、このアー
チ形集成柱2は、相対向して配置され、それぞれの上端
部2bは棟木3を介して互いに緊結金具4によって固定さ
れ構造体が形成されている。2 and 3 show a conventional building of this kind,
Reference numeral 1 is a base fixed to the upper side of a cloth foundation or the like, 2 is an arch-shaped integrated column having a lower end 2a fixed to the upper surface of the base 1, and the arch-shaped integrated columns 2 are arranged to face each other. The upper end portion 2b is fixed to each other via the purlin 3 by the binding metal fittings 4 to form a structure.
前述したアーチ形集成柱を使用した木造建築物の施工精
度は、建築物の強度に影響を及ぼし、棟木とアーチ形集
成柱をとの緊結技術が最も重要なものである。前述した
従来の施工にあっては、アーチ形集成柱2の上端部2bを
単に棟木3に当接した状態で緊結金具4によって固定し
たものであるので、棟木3とアーチ形集成柱2の上端部
2bの当接部分にづれが生じ強度的に弱く緊結金具4で固
定する場合における取付作業性が悪いなどの問題点があ
った。The construction accuracy of a wooden building using the above-mentioned arch-shaped pillars affects the strength of the building, and the technique of connecting the purlin and the arch-shaped pillars is the most important. In the above-mentioned conventional construction, since the upper end portion 2b of the arch-shaped laminated pillar 2 is simply fixed to the purlin 3 by the binding metal fitting 4, the upper ends of the purlin 3 and the arch-shaped laminated pillar 2 are fixed. Department
There was a problem that the abutting portion of 2b was weakened and the strength was weak and the mounting workability when fixing with the binding metal fitting 4 was poor.
この発明のアーチ形集成柱を用いた木造建築物の構造体
は、アーチ形集成柱が当接する棟木の両側面に前記集成
柱の間隔毎に集成柱の上端部が嵌合する切込部をそれぞ
れ形成し、前記集成柱の上端部を棟木の切込部に嵌合し
た後集成柱の上端部同士を緊結金具により固定するよう
にしたものである。The structure of the wooden building using the arch-shaped pillars of the present invention has a notch part on each side of the purlin against which the arch-shaped pillars abut, the upper ends of the pillars being fitted at intervals of the pillars. Each of them is formed, and the upper ends of the assembled columns are fitted into the notches of the purlin, and then the upper ends of the assembled columns are fixed to each other with a binding metal fitting.
この発明におけるアーチ形集成柱を用いた木造建築物の
構造体は、以上のような構成であるので、アーチ形集成
柱の間隔毎に棟木の両側面に形成した切込部に集成柱の
上端面を嵌合することで棟木と集成柱上端部のずれを防
止することが出来ると共に、上端部の上下左右方向の揺
れがなくなり緊結金具の固定が極めて容易にでき作業性
が向上する。Since the structure of the wooden building using the arch-shaped laminated pillars according to the present invention has the above-described configuration, the cut-out portions formed on both side surfaces of the purlin at the intervals of the arch-shaped laminated pillars have the above-mentioned structure. By fitting the end faces together, it is possible to prevent the purlin and the upper ends of the laminated columns from shifting, and to prevent the upper ends from swaying in the vertical and horizontal directions, making it easy to fix the binding fittings and improving workability.
以下この発明の一実施例につき第3図を参照して説明す
る。図において、3は100m/m×250m/mの断面を持つ棟
木、2は150m/m×300m/mの断面を持つアーチ形集成柱
で、このアーチ形集成材2は、上述の実施例同様布基礎
等の上面に固定された土台上面にその下端部が固定され
るようになっており、土台上面に左右に対向して配置さ
れ、1,820m/m間隔に設けられている。3aは前記棟木3の
両側面に前記集成柱の断面寸法に合わせて形成した深さ
15m/mの切込部であり、この切込部3a前記集成柱2の上
端部2bが嵌合するようになっにている。尚4は緊結金具
である。この発明は以上の構成であり、アーチ形集成柱
2を棟木3と結合する場合には、アーチ形集成柱2の上
端部2bをそれぞれ棟木3の切込んだ切込部3aに嵌合した
のち緊結金具4によって棟木3を介してアーチ形集成柱
2同士を結合するものである。An embodiment of the present invention will be described below with reference to FIG. In the figure, 3 is a purlin having a cross section of 100 m / m × 250 m / m, 2 is an arch-shaped laminated pillar having a cross section of 150 m / m × 300 m / m, and this arch-shaped laminated member 2 is the same as the above-mentioned embodiment. The lower end of the base is fixed to the upper surface of the base that is fixed to the upper surface of the cloth foundation, and the upper and lower surfaces of the base are opposed to each other at intervals of 1,820 m / m. 3a is a depth formed on both sides of the purlin 3 according to the cross-sectional dimension of the laminated pillar.
It is a cut portion of 15 m / m, and the cut portion 3a is adapted to fit the upper end portion 2b of the assembled column 2. In addition, 4 is a tight fitting. The present invention is configured as described above, and when the arch-shaped laminated pillar 2 is connected to the purlin 3, after the upper end portions 2b of the arch-shaped laminated pillar 2 are fitted into the notched portions 3a of the purlin 3, respectively. The arch-shaped assembly columns 2 are connected to each other via the purlins 3 by the binding metal fittings 4.
以上説明したように、この発明によれば、棟木の両側面
に、アーチ形集成柱の上端部が嵌合する切込部を設けた
構成とし、棟木の切込部に嵌合した集成柱の上端部同士
を緊結金具で固定するようにしたので、棟木に切込まれ
た切込部が精度の高い定規の役割を果すと共に、重量ア
ーチ形集成柱の施工が容易となり、構造体の強度保持が
確実となる効果がある。As described above, according to the present invention, on both side surfaces of the purlin, a notch portion to which the upper end of the arch-shaped pillar is fitted is provided, and the pillar pillar fitted to the notch portion of the purlin. Since the upper ends are fixed with the binding metal fittings, the notch part cut into the purlin plays the role of a highly accurate ruler, and the construction of the heavy arch type integrated column becomes easy, and the strength of the structure is maintained. Has the effect of being certain.
第1図はこの発明のアーチ形集成柱を用いた木造建築物
の構造体の要部斜視図、第2図は従来の構造体の斜視
図、第3図は同じく従来の要部説明斜視図である。 2…アーチ形集成柱、2b…アーチ形集成柱の上端部、3
…棟木、3a…切込部、4…緊結金具FIG. 1 is a perspective view of a main part of a structure of a wooden building using an arch-shaped laminated pillar of the present invention, FIG. 2 is a perspective view of a conventional structure, and FIG. 3 is a perspective view of the same conventional part. Is. 2 ... Arched pillars, 2b ... Upper end of arched pillars, 3
… Purlins, 3a… Notches, 4… Fasteners
Claims (1)
チ形集成柱を棟木を介して互いに緊結するようにした木
造建築物の構造体において、前記アーチ形集成柱の上端
部と当接する棟木の両側面に前記アーチ形集成柱の上端
部がそれぞれ嵌合する切込部を前記集成柱間隔毎に形成
し、前記先端部を切込部に嵌合した後前記アーチ集成柱
の上端部同士を緊結金具によって固定するようにしたこ
とを特徴とするアーチ形集成柱を用いた木造建築物の構
造体。1. A structure of a wooden building in which arched pillars that are continuously opposed to each other at regular intervals are tightly connected to each other through a purlin, and abut on the upper end of the arched pillars. Notches are formed on both side surfaces of the purlin for fitting the upper ends of the arch-shaped columns to each other at intervals of the columns, and the upper ends of the arch columns are fitted after the tips are fitted to the notches. A structure of a wooden building using arch-shaped laminated columns, characterized in that they are fixed together with a tight fitting.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9359486A JPH0692674B2 (en) | 1986-04-23 | 1986-04-23 | Structure of wooden building using arch type integrated columns |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9359486A JPH0692674B2 (en) | 1986-04-23 | 1986-04-23 | Structure of wooden building using arch type integrated columns |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62253834A JPS62253834A (en) | 1987-11-05 |
JPH0692674B2 true JPH0692674B2 (en) | 1994-11-16 |
Family
ID=14086629
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9359486A Expired - Fee Related JPH0692674B2 (en) | 1986-04-23 | 1986-04-23 | Structure of wooden building using arch type integrated columns |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0692674B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11370696B2 (en) | 2019-05-16 | 2022-06-28 | Corning Incorporated | Glass compositions and methods with steam treatment haze resistance |
US11377386B2 (en) | 2017-11-17 | 2022-07-05 | Corning Incorporated | Water-containing glass-based articles with high indentation cracking threshold |
US11767258B2 (en) | 2018-11-16 | 2023-09-26 | Corning Incorporated | Glass compositions and methods for strengthening via steam treatment |
US12122711B2 (en) | 2019-05-16 | 2024-10-22 | Corning Incorporated | Steam strengthenable glass compositions with low phosphorous content |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TN2014000083A1 (en) * | 2014-02-25 | 2015-07-01 | Ismaïl Dorra | VARIABLE GEOMETRY HANDLEBAR |
-
1986
- 1986-04-23 JP JP9359486A patent/JPH0692674B2/en not_active Expired - Fee Related
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11377386B2 (en) | 2017-11-17 | 2022-07-05 | Corning Incorporated | Water-containing glass-based articles with high indentation cracking threshold |
US11643356B2 (en) | 2017-11-17 | 2023-05-09 | Corning Incorporated | Water-containing glass-based articles with high indentation cracking threshold |
US11760685B2 (en) | 2017-11-17 | 2023-09-19 | Corning Incorporated | Water-containing glass-based articles with high indentation cracking threshold |
US12054423B2 (en) | 2017-11-17 | 2024-08-06 | Corning Incorporated | Water-containing glass-based articles with high indentation cracking threshold |
US11767258B2 (en) | 2018-11-16 | 2023-09-26 | Corning Incorporated | Glass compositions and methods for strengthening via steam treatment |
US11370696B2 (en) | 2019-05-16 | 2022-06-28 | Corning Incorporated | Glass compositions and methods with steam treatment haze resistance |
US11505492B2 (en) | 2019-05-16 | 2022-11-22 | Corning Incorporated | Glass compositions and methods with steam treatment haze resistance |
US11767255B2 (en) | 2019-05-16 | 2023-09-26 | Corning Incorporated | Glass compositions and methods with steam treatment haze resistance |
US12060298B2 (en) | 2019-05-16 | 2024-08-13 | Corning Incorporated | Glass compositions and methods with steam treatment haze resistance |
US12122711B2 (en) | 2019-05-16 | 2024-10-22 | Corning Incorporated | Steam strengthenable glass compositions with low phosphorous content |
Also Published As
Publication number | Publication date |
---|---|
JPS62253834A (en) | 1987-11-05 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |