JPS6236881Y2 - - Google Patents

Info

Publication number
JPS6236881Y2
JPS6236881Y2 JP1981152626U JP15262681U JPS6236881Y2 JP S6236881 Y2 JPS6236881 Y2 JP S6236881Y2 JP 1981152626 U JP1981152626 U JP 1981152626U JP 15262681 U JP15262681 U JP 15262681U JP S6236881 Y2 JPS6236881 Y2 JP S6236881Y2
Authority
JP
Japan
Prior art keywords
floor
foundation
pillars
pillar
difference
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
Application number
JP1981152626U
Other languages
Japanese (ja)
Other versions
JPS5857402U (en
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 filed Critical
Priority to JP15262681U priority Critical patent/JPS5857402U/en
Publication of JPS5857402U publication Critical patent/JPS5857402U/en
Application granted granted Critical
Publication of JPS6236881Y2 publication Critical patent/JPS6236881Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は木造建築物に関し、特にその軸組構
造に耐震性をもたせた木造建築物に関する。
[Detailed description of the invention] This invention relates to wooden buildings, and in particular to wooden buildings whose frame structures have earthquake resistance.

従来、2階建ての木造建築物は、その軸組構造
において隅柱を通し柱としたうえ、さらに筋違い
が設けられている。しかし、このような軸組構造
では、建築物の補強および耐震性を充分に図るこ
とができないという欠点があり、このことは3階
建て以上の木造建築物が認められない理由ともな
つている。
Conventionally, a two-story wooden building has a framework structure in which the corner pillars are passed through and pillars are used, and also braces are provided. However, such a framework structure has the disadvantage that it is not possible to sufficiently strengthen the building and provide earthquake resistance, and this is also the reason why wooden buildings of three or more stories are not permitted.

この考案は上記のような従来の欠点を排除し、
強度および耐震性の向上を図つた木造建築物を提
供することを目的とする。
This invention eliminates the conventional drawbacks mentioned above,
The purpose is to provide wooden buildings with improved strength and earthquake resistance.

以下、図面を参照してこの考案を説明する。 This invention will be explained below with reference to the drawings.

第1,2図には2階建ての木造建築物の軸組構
造が示されており、図示の部分は建築物の隅部で
ある。
Figures 1 and 2 show the framework structure of a two-story wooden building, and the illustrated portion is the corner of the building.

地盤1に打設した基礎2上には土台3が架設さ
れ、土台3上には1階の隅柱4aおよび中間柱5
aが立設されており、これらの柱4a,5aは1
本続きとなつていて建築物の主柱を構成してい
る。柱4a,5aの上端部には1、2階を区画す
る胴差6が横向きに結合され、この胴差6の上部
に1階の柱4a,5aと同一直線上に位置するよ
うに2階の隅柱4bおよび中間柱5bが結合され
ており、これらの柱4b,5bは1本続きとなつ
ていて1階の柱4a,5aと同様に主柱を構成し
ている。さらに2階の柱4b,5bの上端部には
軒桁7が横向きに結合されている。
A foundation 3 is built on the foundation 2 that has been poured into the ground 1, and the corner pillars 4a and middle pillars 5 of the first floor are placed on the foundation 3.
A is erected, and these pillars 4a and 5a are 1
It is a continuation of the main pillar and forms the main pillar of the building. The upper ends of the pillars 4a and 5a are connected laterally to a sill 6 that separates the first and second floors, and the second floor is located on the same straight line as the first floor pillars 4a and 5a on the top of this sill 6. Corner pillars 4b and middle pillars 5b are connected, and these pillars 4b, 5b are one continuous column and constitute a main pillar like the pillars 4a, 5a on the first floor. Further, an eave girder 7 is horizontally connected to the upper end portions of the columns 4b and 5b on the second floor.

各階の柱4a,5a,4b,5b間には、それ
ぞれ中間差8a,8bが架設されており、また複
数の胴ぶち9a,9bが架設されている。土台3
と軒桁7との間には3分割された耐震柱10,1
1,12が胴差6および各階の中間差8a,8b
と交差して配置され、下方の耐震柱10は土台3
と1階の中間差8aとの間に結合され、中間の耐
震柱11は1、2階の中間差8a,8b間に結合
され、上方の耐震柱12は2階の中間差8bと軒
桁7との間に結合されている。中間の耐震柱11
は胴差6と交差する位置においてボルトを螺着し
た補強金具13より緊締されている。なお、耐震
柱10,11,12は3分割することなく1本続
きのものとしてもよい。
Between the pillars 4a, 5a, 4b, 5b on each floor, intermediate gaps 8a, 8b are installed, respectively, and a plurality of body edges 9a, 9b are installed. Foundation 3
Earthquake-resistant columns 10 and 1 divided into three are located between the and eave girder 7.
1 and 12 are the trunk difference 6 and the intermediate difference 8a, 8b of each floor
The lower seismic pillar 10 is placed across the foundation 3.
and the middle difference 8a on the first floor, the middle seismic pillar 11 is connected between the middle difference 8a and 8b on the first and second floors, and the upper seismic pillar 12 connects the second floor middle difference 8b and the eave girder. It is connected between 7 and 7. Intermediate seismic pillar 11
is tightened by a reinforcing metal fitting 13 screwed with a bolt at a position intersecting with the trunk difference 6. In addition, the earthquake-resistant columns 10, 11, and 12 may be one continuous column without being divided into three parts.

さらに1階の中間差8aが耐震柱10、11に
交差する位置Aには4本の筋違い14aの一端が
結合され、これらの筋違い14aの他端は土台
3、胴差6および柱4a,5aによつて形成され
る矩形の軸組の4隅部に結合されている。同様に
2階の中間差8bが耐震柱11、12に交差する
位置Bには4本の筋違い14bの一端が結合さ
れ、これらの筋違い14bの他端は胴差6、軒桁
7および柱4b,5bによつて形成される矩形の
軸組の4隅部に結合されている。これらの筋違い
14a,14bを配設することにより、建築物の
強度および耐震性は一層向上する。
Furthermore, one end of four braces 14a is connected to the position A where the intermediate gap 8a on the first floor intersects with the seismic columns 10, 11, and the other ends of these braces 14a are connected to the foundation 3, the trunk gap 6, and the columns 4a, 5a. It is connected to the four corners of a rectangular frame formed by. Similarly, one end of four braces 14b is connected to position B where the intermediate gap 8b on the second floor intersects the earthquake-resistant columns 11 and 12, and the other ends of these braces 14b are connected to the body gap 6, the eaves beam 7, and the column 4b. , 5b are connected to the four corners of a rectangular frame formed by . By arranging these braces 14a and 14b, the strength and earthquake resistance of the building are further improved.

上記のような軸組構造は建築物の隅部だけでな
く、両隅部間における側廻りまたは間仕切にも適
用され、第3図に示すように隣接する主柱15、
15がともに中間柱である点を除けば軸組構造は
前記と同様である。
The above-mentioned framework structure is applied not only to the corners of a building but also to the side or partition between the two corners. As shown in FIG. 3, adjacent main columns 15,
The frame structure is the same as above, except that 15 is both an intermediate pillar.

前記した例では2階建ての建築物について説明
したが、3階建てにする場合は2階の中間差と3
階の中間差との間に1本続きの耐震柱が結合され
ることとなる。
In the above example, we explained a two-story building, but if you want to build a three-story building, the middle difference between the second floor and the third
A continuous seismic column will be connected between the floors and the middle difference between the floors.

この考案は上記のように、多層階からなる木造
建築物の各階の隣接する主柱に、中間差を横向き
に結合し、最下階の土台から最上階の軒桁に亘つ
て、かつ各階を区画する胴差および各階の中間差
に交差して耐震柱を結合し、この耐震柱は少くと
も隣接する上下階の中間差間において1本続きと
したので、各部材によつて外力を吸収、伝達する
ことができ、したがつて強度および耐震性が向上
し、このことから2階建てに限らず3階建ての建
築物とすることが可能となるという効果を有す
る。
As mentioned above, this idea connects the intermediate difference horizontally to the adjacent main pillars of each floor of a multi-story wooden building, and extends from the foundation of the lowest floor to the eave girder of the top floor, and connects each floor. Earthquake-resistant columns are connected to intersect with the partitioning trunk difference and the middle difference between each floor, and this earthquake-resistant pillar is continuous at least between the middle difference between the upper and lower floors, so each member absorbs external forces. Therefore, the strength and seismic resistance are improved, and this has the effect of making it possible to build not only two-story buildings but also three-story buildings.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案の木造建築物の隅部を示す正
面図、第2図は第1図の線−に沿つて得た断
面図、第3図は1階における側廻りまたは間仕切
の横断平面図。 3……土台、4a,4b……隅柱、(主柱)、5
a,5b……中間柱(主柱)、6……胴差、7…
…軒桁、8a,8b……中間差、10,11,1
2……耐震柱、14a,14b……筋違い、15
……中間柱(主柱)。
Figure 1 is a front view showing the corner of the wooden building of this invention, Figure 2 is a sectional view taken along the line - in Figure 1, and Figure 3 is a cross-sectional view of the side area or partition on the first floor. figure. 3...Foundation, 4a, 4b...Corner pillar, (main pillar), 5
a, 5b...Middle pillar (main pillar), 6...Body difference, 7...
...Eave girder, 8a, 8b...Intermediate difference, 10, 11, 1
2... Earthquake-resistant columns, 14a, 14b... Misaligned, 15
...Middle pillar (main pillar).

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 最下階に土台を、最上階に軒桁を具えた多層階
からなり、各階が1本続きの主柱に横向きに結合
された胴差によつて区画された木造建築物であつ
て、前記各階の隣接する主柱に中間差を横向きに
結合し、前記土台から前記軒桁に亘つて、かつ前
記胴差および前記各階の中間差に交差して耐震柱
を結合し、この耐震柱は少くとも隣接する上下階
の前記中間差間において1本続きとなつているこ
とを特徴とする木造建築物。
A wooden building consisting of a multi-story structure with a foundation on the bottom floor and an eaves beam on the top floor, each floor divided by a girder horizontally connected to a continuous main column, Intermediate differences are horizontally connected to the adjacent main pillars of each floor, and earthquake-resistant columns are connected from the foundation to the eaves girder and intersecting the body differences and the intermediate differences of each floor. A wooden building characterized in that there is a continuous line between the intermediate gaps between the upper and lower floors that are adjacent to each other.
JP15262681U 1981-10-14 1981-10-14 wooden building Granted JPS5857402U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15262681U JPS5857402U (en) 1981-10-14 1981-10-14 wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15262681U JPS5857402U (en) 1981-10-14 1981-10-14 wooden building

Publications (2)

Publication Number Publication Date
JPS5857402U JPS5857402U (en) 1983-04-19
JPS6236881Y2 true JPS6236881Y2 (en) 1987-09-19

Family

ID=29945266

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15262681U Granted JPS5857402U (en) 1981-10-14 1981-10-14 wooden building

Country Status (1)

Country Link
JP (1) JPS5857402U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3209800U (en) * 2017-01-27 2017-04-06 株式会社杉本建築研究所 Damping structure and damping panel

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61406Y2 (en) * 1979-11-05 1986-01-09

Also Published As

Publication number Publication date
JPS5857402U (en) 1983-04-19

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