JPS58106037A - Earthquake-proof reinforcement of wood building - Google Patents
Earthquake-proof reinforcement of wood buildingInfo
- Publication number
- JPS58106037A JPS58106037A JP20484881A JP20484881A JPS58106037A JP S58106037 A JPS58106037 A JP S58106037A JP 20484881 A JP20484881 A JP 20484881A JP 20484881 A JP20484881 A JP 20484881A JP S58106037 A JPS58106037 A JP S58106037A
- Authority
- JP
- Japan
- Prior art keywords
- earthquake
- proof reinforcement
- wood building
- construction
- wooden
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】 るための工法に関するものである。[Detailed description of the invention] This is related to the method of construction.
木造建築の小屋岨においては、桁と梁、あるいは、梁と
胴差しなどが構成する水平構面の入隅部（、地震や風な
どＫよる横力に対してこの部分の変形な鞍ぐために火打
梁か固定される。In the corner of a horizontal structure consisting of girders and beams, or beams and girders, etc., in the hut of a wooden building, flint is used to prevent the deformation of this part from lateral forces caused by earthquakes and wind. Beam or fixed.
これは材の中間を斜めに結んで隅を固めるものフあり、
通常の震動、風圧に対しては十分機能する，しかし、頻
発する地震、台風や各種の震動等に十分対処し、小屋組
の歪み、ゆがみを完全に阻止ｊｂＫは、それに加えて何
らかの措置を講ずゐことが望まれる。This is done by tying the wood diagonally in the middle to harden the corners.
Although it functions well against normal vibrations and wind pressure, jbK is able to fully cope with frequent earthquakes, typhoons, and various types of vibrations, and completely prevents distortion and distortion of the roof frame. It is hoped that
本発明はこのような要請に応えるためになされたもので
あって、その目的とするところは、木造建築でありなが
ら鉄骨系にさして劣らぬ耐震性部を実現しうる木造建築
における耐震性強化工法を提供する点にある。The present invention was made in response to such demands, and its purpose is to provide a construction method for strengthening the earthquake resistance of wooden buildings, which can realize seismic resistance comparable to that of steel structures. The point is to provide the following.
本発明は四隅の柱間に、金属製線材をタヌキにして緊張
状態に配架することを特徴とする木造鴫築における耐震
性強化工法であり、図面はその方法の冥施例を示すもの
である。図中１、２は柱、３、４は梁．！ｓは桁、６、
７は火打采を示している。また、８、９は柱１、２の上
部に予め、ないし、小屋組後固定した鉄板製固定部材で
、例えば柱１，２を取り巻（形状とする。１０％ｌ１は
金属製の線材（ワイヤローグンで、タ− ７ バックル
１２、１３等を介して固定部材８、９に取り付け、両省
タスキにして緊張状１１ｊＫ配架する。かくして骨組の
変形、４歪みはほとんどなくなる。The present invention is a construction method for strengthening the earthquake resistance of wooden construction, which is characterized by placing metal wire rods in tension between pillars at the four corners, and the drawings show an example of the implementation of this method. be. In the figure, 1 and 2 are columns, and 3 and 4 are beams. ! s is a digit, 6,
7 indicates fireworks. In addition, 8 and 9 are iron plate fixing members that are fixed to the top of the columns 1 and 2 in advance or after the roof is assembled, for example, surrounding the columns 1 and 2. It is attached to the fixing members 8 and 9 via the turret buckles 12 and 13 using wire rods, and is placed in a tensioned state 11jK with both sides open.In this way, deformation of the frame and distortion are almost eliminated.
本発明は上述した通りであるから，従来の工法とさして
変らぬ工期と費用で，鉄骨系に劣らぬ耐震性等を具有す
る木造原産を建築しつる効果がある。Since the present invention is as described above, it has the effect of constructing a wooden structure with earthquake resistance comparable to that of a steel frame structure, with a construction period and cost that are not much different from conventional construction methods.
図面は本発明に係る方法を示す図である。
符号の説明
１．２・・・柱、３．４川梁、５・・・桁、６．７・・
・火打梁、８．９・・・固足部材、１ｏ、１１・・・線
材、１２．１３・・・ターンバックル
特許出願人吉海江三朗
＝１９４The drawings illustrate the method according to the invention. Explanation of symbols 1.2...Column, 3.4 River beam, 5...Girder, 6.7...
- Flint beam, 8.9... Fixed foot member, 1o, 11... Wire rod, 12.13... Turnbuckle patent applicant Yoshikai Saburo = 194
Claims (1)
架することを特徴とする木造建築における耐震性強化工
法。A construction method for strengthening the earthquake resistance of wooden buildings, which is characterized by placing metal wire rods in tension between pillars at the four corners.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20484881A JPS58106037A (en) | 1981-12-18 | 1981-12-18 | Earthquake-proof reinforcement of wood building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20484881A JPS58106037A (en) | 1981-12-18 | 1981-12-18 | Earthquake-proof reinforcement of wood building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS58106037A true JPS58106037A (en) | 1983-06-24 |
Family
ID=16497389
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20484881A Pending JPS58106037A (en) | 1981-12-18 | 1981-12-18 | Earthquake-proof reinforcement of wood building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58106037A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62137913U (en) * | 1986-02-25 | 1987-08-31 |
-
1981
- 1981-12-18 JP JP20484881A patent/JPS58106037A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62137913U (en) * | 1986-02-25 | 1987-08-31 | ||
| JPH0312085Y2 (en) * | 1986-02-25 | 1991-03-22 |
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