JPH10317542A - Reinforcement structure of wall surface in wooden building - Google Patents

Reinforcement structure of wall surface in wooden building

Info

Publication number
JPH10317542A
JPH10317542A JP9147097A JP14709797A JPH10317542A JP H10317542 A JPH10317542 A JP H10317542A JP 9147097 A JP9147097 A JP 9147097A JP 14709797 A JP14709797 A JP 14709797A JP H10317542 A JPH10317542 A JP H10317542A
Authority
JP
Japan
Prior art keywords
wall frame
wall
external
plate
frame
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
JP9147097A
Other languages
Japanese (ja)
Inventor
Ryusuke Teraue
隆介 寺上
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.)
ATSUMI SEIZAISHIYO KK
TAKIKAWA MOKUZAI KK
Original Assignee
ATSUMI SEIZAISHIYO KK
TAKIKAWA MOKUZAI KK
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 ATSUMI SEIZAISHIYO KK, TAKIKAWA MOKUZAI KK filed Critical ATSUMI SEIZAISHIYO KK
Priority to JP9147097A priority Critical patent/JPH10317542A/en
Publication of JPH10317542A publication Critical patent/JPH10317542A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)
  • Building Environments (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent the deformation of a wall frame by the external force such as the earthquake by a structural face bar without using any brace by providing a stepped part on the wall frame comprising a column and a horizontal member, and fitting and nailing the structural face bar. SOLUTION: A wall frame 20 of an upstairs part of a wooden building is formed rectangular shape by columns 16, 16, a lower girth and an upper pole plate, and the heat insulation material 22 such as glass wool is held between an internal plate 25 mounted on the inner side of the wall frame 20 and a horizontal rod 23 to form a ventilation passage 30 on the outer side. A stepped part 24 is formed on the outer side of the wall frame 20, an external plate 21 comprising a structure panel is fitted and fixed by nails, and the external surface of the external plate 21 is covered by an external wall material. The gap (c) between the stepped part 24 and the external plate 21 is preferably <=2 mm. When the external force such as earthquake and strong wind is exerted on the wall frame 20, the external plate 20 is abutted on the stepped part 24 to prevent the excessive deformation of the wall frame 20, the nailed parts are not excessively loaded, and no large nails are needed.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、木造建築において、
柱材と横架材とによって構成される壁面を補強し、耐震
性を増した補強構造に関するものである。
The present invention relates to a wooden construction,
The present invention relates to a reinforcing structure that reinforces a wall composed of a column member and a horizontal member and increases earthquake resistance.

【0002】[0002]

【従来の技術】従来、木造建築物の壁面は建物の耐震性
を増すべく、筋交いを入れることが行われている。筋交
いは土台、胴差、軒桁などの横架材と、隣接する柱材と
で構成される四角形の壁面の内側に、対角線方向に入れ
られた部材をいゝ、地震などの外力によって四角形の壁
面が菱形に変形するのを防止するものである。筋交いと
柱、あるいは横架材との連結方法は数種が知られてい
る。すなわち、連結される部材間をアリ溝によって結合
したり、連結される部材間に角金具や山形金具と釘打ち
で固定したり、あるいは羽子板ボルトを用いて固定する
方法などが慣用されている。他方、筋交いを用いなくと
も壁面の剛性が高い木造建築構造として、2X2工法な
どで知られる大壁造がある。大壁造は図1、図3中の一
階部分で示すように、壁面を構成する土台12と胴差1
4、および柱13からなる四角形の枠体に、側面外方か
ら四角形の構造用パネル21を釘打ちして固定する工法
である。
2. Description of the Related Art Conventionally, a wall of a wooden building has been braced to increase the earthquake resistance of the building. The brace is a rectangular wall composed of horizontal members such as bases, girder bridges, eaves girder, and adjacent pillars, and a member inserted diagonally inside the square wall. This prevents the wall surface from being deformed into a diamond shape. Several methods are known for connecting braces and columns or horizontal members. That is, a method of connecting the members to be connected with each other by a dovetail groove, fixing the members to be connected with a square metal fitting or a mountain-shaped metal fitting by nailing, or using a blade bolt is commonly used. On the other hand, as a wooden building structure having a high wall rigidity without using braces, there is a large wall structure known by a 2 × 2 construction method or the like. As shown in the first floor portion in FIGS. 1 and 3, the large wall structure has a base 12 and a body gap 1 constituting a wall surface.
This is a method of nailing and fixing a rectangular structural panel 21 to the square frame formed of the fourth and pillars 13 from the outside of the side surface.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記筋
交いと、柱材や横架材との連結に金具を用いて行うとき
は、十分な強度を持たせるのが容易でなく、加工や組み
立てに相当の注意と熟練とを要した。また、筋交いと柱
材や横架材とを、ほぞ加工によって結合する場合には、
強い結合強度が得られる反面、加工や組み立ての工数が
増して建築コストを高騰させる不具合があった。また、
前記大壁構造は従来の筋交いに比べれば極めて高い剛性
が得られる反面、構造用パネルに大型の窓が設けられる
と剛性が著しく低下する他、構造用パネルが釘打ちされ
て固定されるため、結合強度が釘打ち部の強度によって
左右される不具合があった。
However, when the above-mentioned bracing and the connection with the column member or the horizontal member are performed using metal fittings, it is not easy to have sufficient strength, which is equivalent to processing and assembly. Required attention and skill. In addition, when joining the bracing and the pillar or horizontal member by tenon processing,
Although a strong bonding strength can be obtained, there has been a problem that the number of man-hours for processing and assembling is increased, and the construction cost is increased. Also,
Although the large wall structure can obtain extremely high rigidity as compared with the conventional brace, the rigidity is significantly reduced when a large window is provided in the structural panel, and the structural panel is nailed and fixed, There was a problem that the bonding strength was affected by the strength of the nailing portion.

【0004】[0004]

【課題を解決するための手段】上記した技術上の課題
は、鉛直方向に配される柱部材と水平方向に配される横
架材とを組み合わせて四角形の壁枠を構成し、その壁枠
に構造用面材を取り付けて補強した木造建築において、
前記壁枠をなす枠材の内側の縁に沿って段部を設け、そ
の段部の中に段部の深さに相当する厚さと、段部の大き
さよりやゝ小さい相似形の構造用面材を嵌着し、釘その
他の係止部材で係止することによって解決される。ま
た、前記四角形の壁面には、構造用面材の外方を外壁材
で覆うことが好ましい。
SUMMARY OF THE INVENTION The technical problem mentioned above is to form a rectangular wall frame by combining a column member arranged vertically and a horizontal member arranged horizontally. In wooden buildings reinforced with structural surface materials attached to
A step is provided along the inner edge of the frame material forming the wall frame, and a thickness corresponding to the depth of the step and a similar structural surface slightly smaller than the size of the step are provided in the step. The problem is solved by fitting a material and locking with a nail or other locking member. In addition, it is preferable that the outside of the structural face material is covered with an outer wall material on the square wall surface.

【0005】[0005]

【作用】四角形をなす壁枠の外面に構造用面材が嵌め込
まれ、釘打ちその他により外れないよう固定され、壁枠
の内側が閉じられる。また、地震その他の外力によっ
て、四角形の壁枠が菱形に変形しようとしても、段部を
なす内側の面と、そこに嵌め込んだ構造用面材とが押し
合って、その変形を阻止する。構造用面材と外壁材とが
別物で作られ、かつ、構造用面材の外面が外壁材によっ
て覆われ、外壁材の選択を外観重視で行うことができ
る。
The structural face material is fitted on the outer surface of the rectangular wall frame, fixed so as not to come off by nailing or the like, and the inside of the wall frame is closed. Further, even if the square wall frame is deformed into a rhombus shape due to an earthquake or other external force, the inner surface forming the step and the structural surface material fitted therein press against each other to prevent the deformation. The structural surface material and the outer wall material are made of different materials, and the outer surface of the structural surface material is covered with the outer wall material, so that the selection of the outer wall material can be performed with an emphasis on appearance.

【0006】[0006]

【実施例】以下、図示の実施例を説明する。図1は本願
発明を利用した木造建築10の縦断面図であり、一階部
分が従来例、二階部分が発明部分を示している。木造建
築10は、コンクリート製の基礎11の上に横方向に伸
びる土台12が取り付けられている。土台12の上には
柱あるいは間柱などの縦方向部材13を介して胴差14
が支持されて、それらの間に一階部分の壁枠20が形成
されている。また、胴差14の上には、これと平行に二
階の柱16を介して、軒桁17が支持されている。18
は屋根枠であり、前記軒桁17によって支持されてい
る。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. FIG. 1 is a longitudinal sectional view of a wooden building 10 using the present invention, in which a first floor portion shows a conventional example and a second floor portion shows an invention portion. The wooden building 10 is provided with a base 12 extending in a lateral direction on a concrete foundation 11. On the base 12 through a vertical member 13 such as a pillar or stud,
Are supported, and a wall frame 20 of the first floor portion is formed between them. An eaves girder 17 is supported on the waist 14 in parallel to the eaves girder 14 via a pillar 16 on the second floor. 18
Is a roof frame, which is supported by the eaves girder 17.

【0007】かくて、木造建築10は、一階部分と二階
部分とが、共に、柱や間柱からなる縦方向部材13と、
土台12、胴差14、および軒桁17からなる横架材に
よって構成される四角形の壁枠20を有する。その壁枠
20には木製の規格品である構造用パネルからなる外面
板21が、釘によって打ち付けられており、壁枠20の
内側を閉じると共に、壁枠20の強度や剛性を増してい
る。もっとも、以上に陳べた構成は従来の建築と、本発
明を利用した建築との間に大差はない。22はガラスウ
ールその他の断熱材であり、内面板25と横棒23との
間に挟持されている。すなわち、断熱材は内面板25に
面して配置され、その外側に換気通路30が形成され
る。
Thus, in the wooden building 10, the first floor portion and the second floor portion both have a vertical member 13 composed of pillars and studs,
It has a rectangular wall frame 20 composed of a horizontal member consisting of a base 12, a body gap 14, and an eaves girder 17. An outer panel 21 made of a structural panel which is a standard wooden product is nailed to the wall frame 20 by a nail, thereby closing the inside of the wall frame 20 and increasing the strength and rigidity of the wall frame 20. However, the configuration shown above does not differ much between the conventional architecture and the architecture using the present invention. Reference numeral 22 denotes a glass wool or other heat insulating material, which is sandwiched between the inner surface plate 25 and the horizontal bar 23. That is, the heat insulating material is arranged facing the inner surface plate 25, and the ventilation passage 30 is formed outside the heat insulating material.

【0008】こゝで、本願発明を利用した二階部分は、
図2(b)で示すように、前記壁枠20に外面板を取り
付けるべき段部24が設けられている。段部24は壁枠
20の外面側に形成される。すなわち、段部24は壁枠
20の内周縁に沿って前記外面板21の厚さに略等しい
深さと、約50mmの幅とを有し、かつ、外面板21の
外形と相似形でやゝ大きく作られている。よって、外面
板21は段部24の中にはめ込むことができる。このと
き、段部24の内周面と外面板21の外周面との間に形
成される隙間cは小さいことが好ましく、2mm以下で
あることが望ましいが、隙間cが小さすぎると組付けが
難しくなるので、嵌合部の仕上げは一般に削り易い外面
板21の外面を削り、現合により調整する。
Here, the second floor part utilizing the present invention is as follows:
As shown in FIG. 2 (b), a step portion 24 to which an outer panel is to be attached is provided on the wall frame 20. The step portion 24 is formed on the outer surface side of the wall frame 20. That is, the step portion 24 has a depth substantially equal to the thickness of the outer surface plate 21 and a width of about 50 mm along the inner peripheral edge of the wall frame 20, and has a shape similar to the outer shape of the outer surface plate 21. It is made large. Therefore, the outer panel 21 can be fitted into the step portion 24. At this time, the gap c formed between the inner peripheral surface of the step portion 24 and the outer peripheral surface of the outer plate 21 is preferably small, and is preferably 2 mm or less. Since it becomes difficult, the finish of the fitting portion is generally adjusted by shaving the outer surface of the outer plate 21 which is easy to shaving.

【0009】上記実施例によれば、地震や強風などの外
力によって壁枠20が歪み、四角形が菱形に変形すると
き、段部24の内面と外面板21の外面との間は僅かの
隙間しかなく、その隙間が解消されるとそれ以上の歪み
は許容されない。よって、壁枠20の変形は僅かで済
み、家屋は破壊から免れ得る。
According to the above embodiment, when the wall frame 20 is distorted by an external force such as an earthquake or a strong wind, and the square is transformed into a rhombus, only a small gap is provided between the inner surface of the step portion 24 and the outer surface of the outer face plate 21. If the gap is eliminated, no more distortion is allowed. Therefore, the deformation of the wall frame 20 is small, and the house can be protected from destruction.

【0010】[0010]

【発明の効果】請求項1の発明によれば、柱材と横架材
とによって四角形に形成された壁枠は、その内側に嵌め
込まれた構造用面材によって補強され高い剛性が得られ
る。また、構造用面材は壁枠に対し釘打ちして固定され
るが、壁枠を撓ませるような外力は前記構造用面材によ
って主に支承され、釘に作用することが少ないので、太
い釘を用いることを要せず、作業が簡単となる他、高い
強度を保持することができる。
According to the first aspect of the present invention, the rectangular wall frame formed by the column members and the horizontal members is reinforced by the structural surface material fitted inside the wall frame, and high rigidity can be obtained. Further, the structural face material is fixed by nailing to the wall frame. However, since an external force that bends the wall frame is mainly supported by the structural face material and acts little on the nail, it is thick. It does not require the use of nails, which simplifies the operation and maintains high strength.

【0011】請求項2の発明によれば、機能部品である
前記構造用面材は外壁材で覆われており、建物の外観に
表れないので、建物の美観を損ねることがない。などの
効果がある。
According to the second aspect of the present invention, since the structural face material, which is a functional component, is covered with an outer wall material and does not appear in the appearance of the building, the appearance of the building is not impaired. And so on.

【図面の簡単な説明】[Brief description of the drawings]

【図1】図面は建築物の縦断面図であり、その二階部分
に本願発明の一実施例を示す一方、一階部分に従来の構
造が示されている。
FIG. 1 is a longitudinal sectional view of a building, in which an embodiment of the present invention is shown on the second floor, while a conventional structure is shown on the first floor.

【図2】(a)は図1中のA−A断面、(b)は同B−
B断面を示す断面図である。
2A is a cross-sectional view taken along the line AA in FIG. 1, and FIG.
It is sectional drawing which shows B cross section.

【図3】図1の矢視III図であり、一部を破断して示
してある。
FIG. 3 is a view taken in the direction of arrow III in FIG. 1, and is partially cut away.

【図4】その要部の拡大図である。FIG. 4 is an enlarged view of a main part thereof.

【符号の説明】[Explanation of symbols]

10・・・・木造建築 11・・・・基礎 12・・・・土台 14・・・・胴差 13・・・・縦方向部材(一階の柱、間柱) 16・・・・縦方向部材(二階の柱、間柱) 17・・・・軒桁 18・・・・屋根 20・・・・四角形の壁枠 21・・・・外面板(構造用パネル) 22・・・・断熱材 23・・・・横棒 24・・・・段部 25・・・・内面板 30・・・・換気通路 10 ··· Wooden construction 11 ··· Foundation 12 ··· Foundation 14 ··· Body difference 13 ··· Vertical members (posts and studs on the first floor) 16 ··· Vertical members (Second-floor pillars, studs) 17 eaves girder 18 roof 20 square wall frame 21 outer panel (structural panel) 22 insulation material 23 ····· Horizontal bar 24 ··· Step 25 ··· Internal surface plate 30 ··· Ventilation passage

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI E04B 2/56 622 E04B 2/56 622B 622H 632 632B 632C 632D 632H 643 643A 643B 644 644H 645 645B 645C 651 651A 651K 651L 652 652H 1/70 1/70 B 1/80 1/80 P E04C 2/38 E04C 2/38 S 2/52 2/52 A ────────────────────────────────────────────────── ─── front page continued (51) Int.Cl. 6 identifications FI E04B 2/56 622 E04B 2/56 622B 622H 632 632B 632C 632D 632H 643 643A 643B 644 644H 645 645B 645C 651 651A 651K 651L 652 652H 1 / 70 1/70 B 1/80 1/80 P E04C 2/38 E04C 2/38 S 2/52 2/52 A

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】鉛直方向に配される柱部材と水平方向に配
される横架材とを組み合わせて四角形の壁枠を構成し、
その壁枠に構造用面材を取り付けて補強した木造建築に
おいて、前記壁枠をなす枠材の内側の縁に沿って段部を
設け、その段部の中に段部の深さに相当する厚さと、段
部の大きさよりやゝ小さい相似形の構造用面材を嵌着
し、釘その他の係止部材で係止してなる木造建築におけ
る壁面の補強構造。
1. A rectangular wall frame is formed by combining a column member arranged in a vertical direction and a horizontal member arranged in a horizontal direction.
In a wooden building reinforced by attaching a structural surface material to the wall frame, a step is provided along an inner edge of the frame material forming the wall frame, and the step corresponds to the depth of the step in the step. Reinforced wall structure for wooden buildings, which is fitted with similar structural surface materials whose thickness is slightly smaller than the size of the step, and is locked with nails or other locking members.
【請求項2】請求項1において、前記四角形の壁面に
は、前記構造用面材の外方を外壁材で覆ってなる木造建
築における壁面の補強構造。
2. The structure for reinforcing a wall in a wooden building according to claim 1, wherein the rectangular wall surface is covered with an outer wall material outside the structural surface material.
JP9147097A 1997-05-20 1997-05-20 Reinforcement structure of wall surface in wooden building Pending JPH10317542A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9147097A JPH10317542A (en) 1997-05-20 1997-05-20 Reinforcement structure of wall surface in wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9147097A JPH10317542A (en) 1997-05-20 1997-05-20 Reinforcement structure of wall surface in wooden building

Publications (1)

Publication Number Publication Date
JPH10317542A true JPH10317542A (en) 1998-12-02

Family

ID=15422430

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9147097A Pending JPH10317542A (en) 1997-05-20 1997-05-20 Reinforcement structure of wall surface in wooden building

Country Status (1)

Country Link
JP (1) JPH10317542A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002167875A (en) * 2000-12-04 2002-06-11 Hisao Mikami Inside-wall ventilating bearing wall for wooden architecture
JP2005307517A (en) * 2004-04-20 2005-11-04 Inayama Kenchiku Sekkei Jimusho:Kk Bearing wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002167875A (en) * 2000-12-04 2002-06-11 Hisao Mikami Inside-wall ventilating bearing wall for wooden architecture
JP2005307517A (en) * 2004-04-20 2005-11-04 Inayama Kenchiku Sekkei Jimusho:Kk Bearing wall

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