JP2005337007A - Joining method for wood frame and fitting - Google Patents
Joining method for wood frame and fitting Download PDFInfo
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- JP2005337007A JP2005337007A JP2005204413A JP2005204413A JP2005337007A JP 2005337007 A JP2005337007 A JP 2005337007A JP 2005204413 A JP2005204413 A JP 2005204413A JP 2005204413 A JP2005204413 A JP 2005204413A JP 2005337007 A JP2005337007 A JP 2005337007A
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- iron plate
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Abstract
Description
本発明は、建築物の屋根部分の構造体に関するものである。 The present invention relates to a structure of a roof portion of a building.
木材フレームによるアーチは大断面集成材によるものが一般的である。
単層ラチス構造でアーチを実現しているものは、鉄骨造または
プレストレストコンクリート造には見られるが木造ではなかった。
The arch made of wood frame is generally made of large cross-section laminated timber.
The single-layer lattice structure that realized the arch was found in steel or prestressed concrete but not wooden.
単層ラチスアーチまたはドーム構造を構成する接合部の金具は特殊な曲げ加工または鋳造が必要なものばかりであった。また支点数が多いためひとつひとつの部品の精度が高くないと全体として大きな誤差が生じる。そのため高い精度を持った接合部の製作と高い精度の組立作業が必要であった。これは高コストとなる。
建築物は様々な敷地形状や用途に対応するため屋根の形はいろいろな形となる。自由度のない金具ではそう言った要望に対応するにはそれぞれ別の形状の金具を製作する必要がある。
接合部の金具とフレームの接合にはボルトを使用するのが一般的であるが、フレームが木材の時は、ボルトの木材へのめり込み、ボルトと木材の隙間、の2つの点を解決するのに特殊な工法が使われている。
なお分割の経緯は、条文に基づくものであり、かつ分割時の拒絶理由に対応する。即ち、金物と集成材のボルト貫通穴にボルトを差し込んで締め付ける構成であり、ボルト貫通穴の整合性がない。また、補強構造の開示にとどまっている。従って、本願の目的は達成できない。
The joint fittings that make up the single-layer lattice arch or dome structure only required special bending or casting. In addition, since the number of supporting points is large, if the accuracy of each part is not high, a large error occurs as a whole. Therefore, it was necessary to produce a joint with high accuracy and to perform assembly work with high accuracy. This is expensive.
Since the building corresponds to various site shapes and uses, the shape of the roof is various. In order to respond to such a request with a metal fitting with no degree of freedom, it is necessary to manufacture a metal fitting with a different shape.
It is common to use bolts to join the brackets and frames of the joints, but when the frame is made of wood, it solves the following two points: the indentation of the bolts into the wood and the gap between the bolts and the wood. A special method is used.
The division process is based on the text and corresponds to the reason for refusal at the time of division. That is, the bolt is inserted into the bolt through hole of the hardware and the laminated material and tightened, and the bolt through hole is not consistent. Further, the disclosure of the reinforcing structure is limited. Therefore, the object of the present application cannot be achieved.
接合部の金具を可能なかぎり単純化して、一般の鉄骨加工工場でも簡単に製作できるものとすることで低コストとすることが出来る。
接合部の金具が自由度を持つことで木材などのフレームの長さと角度の違いに対応できる。接合部の部位の違いなどは金具に自由度があるので1種類の接合部の金具で全て対応できる。
木材と接合部の金具の接合に木ビスを使うことで簡単な組立作業とすることが出来る。
It is possible to reduce the cost by simplifying the metal fittings of the joints as much as possible so that they can be easily manufactured at a general steel processing factory.
The joint metal fittings can be used to accommodate differences in the length and angle of frames such as wood. Differences in the parts of the joints can be all handled with one kind of joint metal because the metal parts have a degree of freedom.
Simple assembly work can be achieved by using wood screws to join wood and metal fittings.
アーチシェル構造を低コストな工法で実現することで大きな空間を持つ中小規模の建築を創造することが出来る。
接合部が自由度を持っていることで様々な形状の屋根に対して同一の金物で対処でき、特殊な組立て工具を必要としないので広く普及する可能性がある。
木材によるアーチシェル構造はぬくもりのある大空間を創造できる。
住宅のような小さな建物において、大きな空間を確保しようとするにはそれなりに大きな材料を使用することになる。大きな材料は重く地震などにより倒壊したときは倒壊の時間が短く、倒壊したときにはより大きな被害となる恐れがある。支点が多く、軽量のアーチ構造はまず地震時に建物に入力される地震力が小さく、その地震力が全体に分散されやすい。限度を超えて倒壊するときは、大きな変形後倒壊するので倒壊に至るまでの時間が長く居住者の生命の安全が守られやすい。
単層ラチス構造となっているので、ほこりだまりや鳥の巣、クモの巣などを防止するのに優れています。
By realizing the arch shell structure with a low-cost construction method, it is possible to create small and medium-sized buildings with large spaces.
Since the joint has a degree of freedom, it is possible to deal with roofs of various shapes with the same hardware, and there is a possibility of widespread use because no special assembly tool is required.
The arch shell structure made of wood can create a large space with warmth.
In a small building such as a house, a large amount of material is used to secure a large space. Large materials are heavy, and when collapsed due to an earthquake or the like, the collapse time is short, and there is a risk of greater damage when collapsed. A light arch structure with many fulcrums has a small seismic force that is input to the building during an earthquake, and the seismic force is easily distributed throughout. When collapsing beyond the limit, it collapses after a large deformation, so it takes a long time to collapse and it is easy to protect the safety of the resident's life.
Because it has a single-layer lattice structure, it is excellent in preventing dust, bird's nest, and spider's web.
接合部の金具は支点金具と差込み金具鉄板2の2種類である。
支点金具は、支点金具鉄板3の中央に半割り状の支点金具パイプ4を溶接接合したものを2枚重ねしている。
重ねた支点金具鉄板3は屋根のアーチに合わせた角度を持っている。角度は高い精度である必要がある。2枚重ねする支点金具鉄板3の間に丸鋼8を挟んで溶接することで高い精度を簡単に実現できる。
差込み金具鉄板2は該鉄板に木ビス穴6開け加工したものである。該鉄板には支点金具パイプ4を差し込むように切欠きを付ける。差込み金具鉄板2は支点金具パイプ4の両側から挟み込む。挟んだ差込み金具鉄板2は木材に固定することで、同時に支点金具パイプ4とも固定される。差込み金具鉄板2は木材フレーム1の中央にある必要がある。
木材フレーム1の間にある差込み金具鉄板2の固定は隙間なく正確にビス止めすることが必要である。
しかし通常の電動ドライバーでは鉄板に開けられたビス穴に正確にビスを打込むのは困難である。
ひとつのフレームの木材を2枚に分けることで解決した。まず、差込み金具鉄板2に片方の木材フレーム1をあてがい、差込み金具鉄板2の側からドリルで下穴を木材フレーム1に開ける。次にもう一枚の木材フレーム1をあてがい、今度は木材フレーム1の外から下穴に木ビス5で本締めする。こうすることで木ビス5と差込み金具鉄板2の間の隙間は0となる。
There are two types of metal fittings at the joint, a fulcrum metal fitting and an insertion metal plate 2.
As for the fulcrum metal fittings, two fulcrum metal fitting pipes 4 welded and joined to the center of the fulcrum metal plate 3 are stacked.
The stacked fulcrum metal plates 3 have an angle that matches the arch of the roof. The angle needs to be highly accurate. High accuracy can be easily realized by welding a round steel bar 8 between the two fulcrum bracket iron plates 3 stacked.
The insert metal plate 2 is formed by drilling a
It is necessary to fix the insertion metal plate 2 between the wood frames 1 accurately without a gap.
However, it is difficult for an ordinary electric screwdriver to accurately drive a screw into a screw hole formed in an iron plate.
The problem was solved by dividing the wood of one frame into two pieces. First, one wood frame 1 is applied to the insertion metal plate 2, and a pilot hole is drilled in the wood frame 1 from the insertion metal plate 2 side. Next, another piece of the wood frame 1 is applied, and this time, the wood frame 1 is finally tightened with a wood screw 5 from the outside of the wood frame 1 to the prepared hole. By doing so, the gap between the wood screw 5 and the insertion metal plate 2 becomes zero.
図1は、この発明で実現した自宅の屋根の平面図、図2は、金具と木材フレームが接合された状態の図、図3は、支点金具の平面図、図4は、支点金具の断面図、
図5は、差込み金具の平面図である。
なお、詳細な説明は、実施の形態で説明した。
FIG. 1 is a plan view of a home roof realized by the present invention, FIG. 2 is a diagram showing a state in which the metal fitting and the wood frame are joined, FIG. 3 is a plan view of the fulcrum metal fitting, and FIG. Figure,
FIG. 5 is a plan view of the insertion fitting.
The detailed description has been given in the embodiment.
1 木材フレーム
2 差込み金具鉄板
3 支点金具鉄板
4 支点金具パイプ(鉄パイプを半割りしたもの)
5 木ビス
6 木ビス穴
7 仮止めビス穴
8 丸鋼
1 Wood frame 2 Insert metal plate 3 Support metal plate 4 Support metal pipe (half-divided iron pipe)
5
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Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2005204413A JP2005337007A (en) | 2005-07-13 | 2005-07-13 | Joining method for wood frame and fitting |
Applications Claiming Priority (1)
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JP2005204413A JP2005337007A (en) | 2005-07-13 | 2005-07-13 | Joining method for wood frame and fitting |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP2002178402A Division JP3730596B2 (en) | 2002-06-19 | 2002-06-19 | Single-layer lattice arch shell roof made of wood |
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JP2005337007A true JP2005337007A (en) | 2005-12-08 |
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JP2005204413A Pending JP2005337007A (en) | 2005-07-13 | 2005-07-13 | Joining method for wood frame and fitting |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103469890A (en) * | 2013-09-26 | 2013-12-25 | 南京林业大学 | Bamboo-structure single-layer spherical latticed shell and assembling method |
CN104294919A (en) * | 2014-10-27 | 2015-01-21 | 沈阳建筑大学 | Annular box type energy dissipation reticulated shell joint |
-
2005
- 2005-07-13 JP JP2005204413A patent/JP2005337007A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103469890A (en) * | 2013-09-26 | 2013-12-25 | 南京林业大学 | Bamboo-structure single-layer spherical latticed shell and assembling method |
CN103469890B (en) * | 2013-09-26 | 2016-03-30 | 南京林业大学 | A kind of bamboo structure Reticulated Domes and assemble method |
CN104294919A (en) * | 2014-10-27 | 2015-01-21 | 沈阳建筑大学 | Annular box type energy dissipation reticulated shell joint |
CN104294919B (en) * | 2014-10-27 | 2016-08-24 | 沈阳建筑大学 | Ring boxlike power consumption net shell node |
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