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JPH10131369A - Bearing ceiling wall and bering floor wall of wooden house - Google Patents

Bearing ceiling wall and bering floor wall of wooden house

Info

Publication number
JPH10131369A
JPH10131369A JP29135196A JP29135196A JPH10131369A JP H10131369 A JPH10131369 A JP H10131369A JP 29135196 A JP29135196 A JP 29135196A JP 29135196 A JP29135196 A JP 29135196A JP H10131369 A JPH10131369 A JP H10131369A
Authority
JP
Japan
Prior art keywords
ceiling
wooden house
floor
opening
plate
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.)
Withdrawn
Application number
JP29135196A
Other languages
Japanese (ja)
Inventor
Harumitsu Yashiro
春光 八代
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.)
HIKARI KENSETSU KK
Original Assignee
HIKARI KENSETSU 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 HIKARI KENSETSU KK filed Critical HIKARI KENSETSU KK
Priority to JP29135196A priority Critical patent/JPH10131369A/en
Publication of JPH10131369A publication Critical patent/JPH10131369A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide the bearing ceiling wall structure of a wooden house, in which the ceiling board material of the wooden house is utilized as the strength member of the wooden house. SOLUTION: In a building frame framed by columns 1, a sill, beams (girths) 3 or horizontal members 4, etc., the bearing ceiling wall of the wooden house is superposed to the opening periphery of an opening formed of the ceiling beams 3 or the horizontal members 4 in specified width with the periphery of a ceiling board material for closing the opening section while a notch 10 in depth approximately the same as the board thickness of the ceiling board material is formed. The periphery of the ceiling board member 8 is fitted into the notch 10 at that time, and the ceiling board member 8 is fixed onto the beams 3 or the horizontal members 4 forming the opening by a fixing means such as nails 11.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、柱、土台、梁(胴差
し)または横架材により枠組された躯体からなる木造住
宅の開口部を塞ぐ耐力壁に関するものであり、さらに、
詳細には、木造住宅の床板材、天井板材を木造住宅の強
度部材として活用した木造住宅の耐力天井壁および耐力
床壁に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a load-bearing wall for closing an opening of a wooden house composed of a frame framed by pillars, foundations, beams (hulls), or horizontal members.
More specifically, the present invention relates to a load-bearing ceiling wall and a load-bearing floor wall of a wooden house utilizing a floor plate material and a ceiling plate material of the wooden house as strength members of the wooden house.

【0002】[0002]

【従来の技術】従来の木造住宅の一般的な天井板、床板
の取り付け工法を図面を参照して簡単に説明すると、図
2は従来の木造住宅の床あるいは天井用の板材(コンパ
ネ)の取り付け工法を示す斜視図であり、図3は天井壁
部分の拡大斜視頭、図4は図3中のB−B断面図であ
る。図において、1は柱、2は土台、3は梁または胴差
し、4は横架材、6は間柱、7は筋違いでありこれらに
よって、木造住宅は軸組され、また、躯体は筋違い7等
によって補強され躯体が歪まないように軸組されてい
る。こうした形式の木造住宅では、一般的に、天井部分
および床部分は図3、図4に示すように土台2、梁3又
は横架材の上面に天井板8あるいは床板9をそのまま載
せ、クギ11等を使用して土台2、梁3又は横架材4等
に固定する構成を採用している。
2. Description of the Related Art A general method of mounting a ceiling plate and a floor plate of a conventional wooden house will be briefly described with reference to the drawings. FIG. 2 shows a method of mounting a floor or ceiling plate (control panel) of a conventional wooden house. FIG. 3 is a perspective view showing a construction method, FIG. 3 is an enlarged perspective view of a ceiling wall portion, and FIG. 4 is a sectional view taken along line BB in FIG. In the figure, 1 is a pillar, 2 is a base, 3 is a beam or trunk, 4 is a transverse member, 6 is a stud, and 7 is a strut. By these, a wooden house is framed, and a frame is a strut 7 and the like. It is reinforced so that the frame is not distorted. In such a wooden house, the ceiling and floor generally have the ceiling plate 8 or floor plate 9 placed on the upper surface of the base 2, the beam 3 or the horizontal member as shown in FIGS. And the like, and is fixed to the base 2, the beam 3, the horizontal member 4, or the like.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記工
法で軸組された躯体では、地震や台風等の際の強い水平
力が付加された場合には、天井板や床板が強度部材とし
て有効に作用せず、また、筋違いによる補強も不十分と
なり、柱や梁などが損傷してしまうという問題が明らか
になってきた。さらに、躯体の歪み等が原因で外側構造
用板材に設けたモルタル等にひびが入り、外観が悪く成
る上に、ひびの部分から漏水が生じたりする問題もあ
る。
However, in a skeleton framed by the above method, when a strong horizontal force is applied in the event of an earthquake, a typhoon, or the like, the ceiling plate and the floor plate effectively act as strength members. In addition, the problem that reinforcement due to bracing becomes insufficient and columns and beams are damaged has become apparent. Furthermore, there is a problem in that mortar and the like provided on the outer structural plate material are cracked due to distortion of the skeleton, the appearance is deteriorated, and water is leaked from the cracked portion.

【0004】こうした背景の中、本発明者は、より強力
な木造住宅の構造について研究を進めた結果、木造住宅
の壁構造において、開口を形成する柱、土台、梁等に切
込みを形成し、該切込み内に外側構造用板材をはめ込む
ことにより板材の強度をより有効に活用できる耐力壁の
開発に成功し、すでに特願平8−6974号として出願
している。この耐力壁は、板材自身が側壁開口周辺の切
込み内にはめ込まれるため、外力を外側構造用板材の全
周にわたって受けることができ板材の強度を有効に活用
することができる。また、板材が軸組の歪み等を防止で
きるため、軸組の狂い等も解消することができる。しか
し、上記発明は、木造住宅の壁構造のみを強化すること
を念頭においてなされたため必ずしも木造住宅全体とし
て強度は充分ではない。
Against this background, the present inventor has conducted research on the structure of a stronger wooden house, and as a result, in the wall structure of the wooden house, cuts have been formed in columns, bases, beams, and the like that form openings. By inserting an outer structural plate into the cut, a load-bearing wall capable of more effectively utilizing the strength of the plate has been successfully developed, and has already been filed as Japanese Patent Application No. 8-6974. Since the plate itself fits into the notch around the side wall opening, the load-bearing wall can receive an external force over the entire periphery of the outer structural plate, and can effectively utilize the strength of the plate. In addition, since the plate material can prevent distortion of the frame, etc., it is possible to eliminate irregularity of the frame. However, the above-mentioned invention was made in consideration of strengthening only the wall structure of the wooden house, and thus the strength of the wooden house as a whole is not always sufficient.

【0005】そこで本発明は、上記の外側構造用板材の
取り付け構造を天井および床板の取り付け部にまで展開
し、さらに強度の高い木造住宅構造を提供せんとするも
のである。本発明では、土台、梁等に切込みを形成し、
該切込み内に天井板あるいは床板をはめ込み、天井板や
床板を積極的に耐力部材として利用することにより、木
造住宅の強度を一層高めるとともに木造住宅の耐振性の
向上を図る。
Accordingly, the present invention is to provide a wooden house structure having a higher strength by expanding the above-mentioned structure for mounting the outer structural plate to the ceiling and floor plate mounting portions. In the present invention, a cut is formed in a base, a beam, or the like,
A ceiling plate or floor plate is inserted into the cut, and the ceiling plate or floor plate is positively used as a bearing member, thereby further increasing the strength of the wooden house and improving the vibration resistance of the wooden house.

【0006】[0006]

【課題を解決するための手段】このため、本発明が採用
した技術解決手段は、柱、土台、梁(胴差し)または横
架材等により枠組された躯体において、天井梁または横
架材により形成された開口の開口周囲に、前記開口部閉
塞用の天井板材の周縁と所定幅で重なり合うとともに、
前記天井板材の板厚に略等しい深さの切込みを形成し、
前記切込みに、前記天井板材の周縁を嵌合させ、クギ等
の固定手段により前記天井板材を前記開口を形成する梁
または横架材に固定したことを特徴とする木造住宅の耐
力天井壁であり、柱、土台、梁(胴差し)または横架材
等により枠組された躯体において、土台または横架材に
より形成された開口の開口周囲に、前記開口部閉塞用の
床板材の周縁と所定幅で重なり合うとともに、前記床板
材の板厚に略等しい深さの切込みを形成し、前記切込み
に、前記床板材の周縁を嵌合させ、クギ等の固定手段に
より前記床板材を前記開口を形成する土台または横架材
に固定したことを特徴とする木造住宅の耐力床壁であ
る。
For this reason, the technical solution adopted by the present invention is to provide a framework framed by columns, foundations, beams (hulls), or horizontal members, or the like, by using ceiling beams or horizontal members. Around the opening of the formed opening, while overlapping with the peripheral edge of the ceiling plate material for closing the opening at a predetermined width,
Forming a cut having a depth substantially equal to the thickness of the ceiling plate material,
A perforated ceiling wall of a wooden house, wherein the notch is fitted with a peripheral edge of the ceiling plate, and the ceiling plate is fixed to a beam or a horizontal member forming the opening by fixing means such as a nail. , Pillars, bases, beams (body rails), frame members, etc., around the opening of the opening formed by the base members or the horizontal members, the periphery and the predetermined width of the floor plate material for closing the openings. And a notch having a depth substantially equal to the thickness of the floorboard is formed, the periphery of the floorboard is fitted to the cut, and the opening is formed in the floorboard by fixing means such as a nail. A load-bearing floor wall of a wooden house, which is fixed to a base or a horizontal member.

【0007】[0007]

【実施の形態】以下、図面に基づいて本発明の実施の形
態を説明する。なお、説明文中、従来構造と同じ部材に
は同じ符号を使用して説明する。
Embodiments of the present invention will be described below with reference to the drawings. In the description, the same members as those of the conventional structure will be described using the same reference numerals.

【0008】図1は本発明の実施の形態に係る二階建て
木造住宅の一階天井部分の斜視図(言い換えると二階床
側の床板材を耐力床壁として構成した斜視図)であり、
図1(ロ)は図1中のA−A断面図である。図におい
て、1は柱、3、4は梁を含む一階天井部分を構成する
横架材、5は根太棒、8は天井開口部を閉塞する二階側
の床板材(コンパネ)である。開口の周囲を形成する梁
3や横架材4には、図1(イ)(ロ)に示す如くコンパ
ネ8と所定幅Wで重なり合うとともに、前記コンパネの
板厚Tに略等しい深さの切込み(シャクリ)10がそれ
ぞれ形成されており、これらの切込みによって、軸組し
た後の開口周縁には、コンパネの全周を嵌め込むことが
できる嵌め込み部が形成されることになる。なお、前記
梁等に形成する切込みは、現場においても形成すること
が可能であるが、予め工場において加工しておくことも
でき、この場合には他の溝加工などと同時にこの切込み
を加工すれば作業手順上で大変好都合である。
FIG. 1 is a perspective view of a first-floor ceiling portion of a two-story wooden house according to an embodiment of the present invention (in other words, a perspective view in which a floor plate on the second-floor side is configured as a load-bearing floor wall).
FIG. 1B is a sectional view taken along the line AA in FIG. In the drawing, 1 is a column, 3 and 4 are horizontal members constituting a first-floor ceiling portion including beams, 5 is a joist bar, and 8 is a floor plate (control panel) on the second floor which closes the ceiling opening. As shown in FIGS. 1 (a) and 1 (b), the beam 3 and the horizontal member 4 forming the periphery of the opening overlap with the control panel 8 by a predetermined width W and have a depth substantially equal to the plate thickness T of the control panel. (Sharpening) 10 are formed, and by these cuts, a fitting portion capable of fitting the entire circumference of the control panel is formed on the periphery of the opening after the shaft assembly. The notch formed in the beam or the like can be formed in the field, but can also be processed in a factory in advance. In this case, the notch can be formed simultaneously with other groove processing. This is very convenient in terms of work procedures.

【0009】軸組後、開口全周囲に渡って形成された切
込み10に、コンパネ8を嵌め込む(シャクリ込み)
と、コンパネの表面と梁等の上面とが略面一になり、さ
らに、コンパネ全周囲がほぼ隙間のない状態でキッチリ
と切込み10内に嵌め込まれることになる。この状態で
クギ11を打ち込み梁、横架材3、4および根太棒5に
コンパネ8を固定する。また梁や横架材以外の筋交い等
の強度材は前記切り込みよりも突出しないように取り付
けられ、コンパネ8はこうした強度材にもクギ11で固
定される。上記の如く形成されたコンパネの上には畳等
が敷かれる。
After the shaft assembly, the control panel 8 is fitted into the notch 10 formed over the entire periphery of the opening (sharpening included).
As a result, the surface of the control panel and the upper surface of the beam or the like are substantially flush with each other, and further, the entire periphery of the control panel is fitted into the cut 10 with no gap. In this state, the nail 11 is driven, and the control panel 8 is fixed to the beams, the horizontal members 3 and 4 and the joist bar 5. Strength members such as braces other than beams and horizontal members are attached so as not to protrude beyond the cuts, and the control panel 8 is also fixed to such strength members with nails 11. Tatami or the like is laid on the control panel formed as described above.

【0010】なお、上記実施形態では、二階建構造物の
一階天井部分(二階床部分)の構成について説明した
が、同様の構造を一階床部分および二階天井部分に採用
することができることは当然である。二階天井部分に本
構造を採用した場合には、天井裏を有効に利用できるス
ペースを生み出すことができる。
In the above-described embodiment, the structure of the first-floor ceiling (the second-floor portion) of the two-story structure has been described. However, the same structure can be applied to the first-floor portion and the second-floor ceiling. Of course. If this structure is adopted for the ceiling on the second floor, it is possible to create a space where the ceiling can be effectively used.

【0011】上述したように本発明は、軸組する前の土
台、梁等に、予め、床板材、天井板材等を嵌め込むため
の切込みを形成しておき、軸組後に開口全周囲に渡って
形成された切込み内に外側構造用板材、床板材、天井板
材をきっちりと嵌め込む構造としたため、地震や台風な
どによって作用する様々な方向の力を床板材、天井板材
の全周囲によって受けることができ、構造物の強度アッ
プに寄与することができる。また、床板材、天井板材が
従来の筋交い等の強度部材の役割を果たすことになり、
梁の撓みや軸組の歪みなども発生しにくくなり、木造住
宅の耐久性が著しく向上する。
As described above, according to the present invention, a notch for fitting a floor plate material, a ceiling plate material, or the like is formed in a base, a beam, or the like before a frame is assembled, and the cut is formed around the entire opening after the frame is assembled. The outer structural board, floor board, and ceiling board are tightly fitted into the cuts formed by the above, so that forces in various directions acting due to earthquakes, typhoons, etc. are received by the entire circumference of the floor board and ceiling board. And can contribute to an increase in the strength of the structure. In addition, floor board material, ceiling board material will play the role of strength members such as conventional bracing,
The bending of the beam and the distortion of the frame are unlikely to occur, and the durability of the wooden house is significantly improved.

【0012】また、本発明はその精神また主要な特徴か
ら逸脱することなく、他の色々な形で実施することがで
き、そのため前述の実施の形態は単なる例示に過ぎず、
限定的に解釈してはならない。更に特許請求の範囲の均
等範囲に属する変形や変更は全て本発明の範囲内のもの
である。
The present invention may be embodied in various other forms without departing from the spirit and main characteristics thereof, and the above-described embodiments are merely examples.
It should not be interpreted restrictively. Further, all modifications and changes belonging to the equivalent scope of the claims are within the scope of the present invention.

【0013】[0013]

【発明の効果】以上詳細に説明したように本発明は、天
井板や床板を木造住宅の耐力部材として活用したため、
木造住宅の軸組の歪みや変形を防止できるとともに、軸
組そのものの強度の向上できるため、地震や台風による
強い横揺れや縦揺れに対して抵抗力のある強固な家作り
をすることができるという優れた効果を奏することがで
きる。
As described in detail above, the present invention utilizes a ceiling panel or a floor panel as a load-bearing member of a wooden house.
It is possible to prevent distortion and deformation of the frame of a wooden house and to improve the strength of the frame itself, so that it is possible to build a strong house that is resistant to strong rolling and pitching caused by an earthquake or typhoon. Excellent effects can be achieved.

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

【図1】本発明の実施形態に係る木造住宅の床あるいは
天井部分の耐力天井壁としての斜視図および要部断面図
である。
FIG. 1 is a perspective view and a sectional view of a main part of a wooden house according to an embodiment of the present invention as a load-bearing ceiling wall of a floor or a ceiling portion.

【図2】従来の木造住宅の軸組構成図である。FIG. 2 is a diagram showing a frame structure of a conventional wooden house.

【図3】従来の木造住宅の天井板部分の取り付け斜視図
である。
FIG. 3 is a perspective view of a ceiling plate portion of a conventional wooden house.

【図4】図3中のB−B断面図である。FIG. 4 is a sectional view taken along line BB in FIG. 3;

【符号の説明】[Explanation of symbols]

1 柱 2 土台 3 梁または胴差し 4 横架材 6 間柱 7 筋違い 8、9 コンパネ 10 切込み 11 クギ DESCRIPTION OF SYMBOLS 1 Pillar 2 Base 3 Beam or torso 4 Horizontal member 6 Stud 7 Straight line 8, 9 Control panel 10 Cut 11 Nail

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】柱、土台、梁(胴差し)または横架材等に
より枠組された躯体において、 天井梁または横架材により形成された開口の開口周囲
に、前記開口部閉塞用の天井板材の周縁と所定幅で重な
り合うとともに、前記天井板材の板厚に略等しい深さの
切込みを形成し、 前記切込みに、前記天井板材の周縁を嵌合させ、クギ等
の固定手段により前記天井板材を前記開口を形成する梁
または横架材に固定したことを特徴とする木造住宅の耐
力天井壁。
1. A skeleton framed by pillars, bases, beams (trunks) or horizontal members, etc., and around the openings formed by ceiling beams or horizontal members, ceiling plate members for closing the openings. A predetermined width is overlapped with the peripheral edge of the ceiling plate, and a cut having a depth substantially equal to the thickness of the ceiling plate is formed.The peripheral edge of the ceiling plate is fitted to the cut, and the ceiling plate is fixed by a fixing means such as a nail. A load-bearing ceiling wall of a wooden house, which is fixed to a beam or a horizontal member forming the opening.
【請求項2】柱、土台、梁(胴差し)または横架材等に
より枠組された躯体において、 土台または横架材により形成された開口の開口周囲に、
前記開口部閉塞用の床板材の周縁と所定幅で重なり合う
とともに、前記床板材の板厚に略等しい深さの切込みを
形成し、 前記切込みに、前記床板材の周縁を嵌合させ、クギ等の
固定手段により前記床板材を前記開口を形成する土台ま
たは横架材に固定したことを特徴とする木造住宅の耐力
床壁。
2. A frame framed by a pillar, a base, a beam (a trunk), a horizontal member, or the like, wherein: around an opening formed by the base or the horizontal member,
A predetermined width is overlapped with the peripheral edge of the floor plate for closing the opening, and a cut having a depth substantially equal to the plate thickness of the floor plate is formed. The peripheral edge of the floor plate is fitted into the cut, and a nail or the like is formed. The load-bearing floor wall of a wooden house, wherein the floor plate is fixed to a base or a horizontal member forming the opening by the fixing means.
JP29135196A 1996-11-01 1996-11-01 Bearing ceiling wall and bering floor wall of wooden house Withdrawn JPH10131369A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29135196A JPH10131369A (en) 1996-11-01 1996-11-01 Bearing ceiling wall and bering floor wall of wooden house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29135196A JPH10131369A (en) 1996-11-01 1996-11-01 Bearing ceiling wall and bering floor wall of wooden house

Publications (1)

Publication Number Publication Date
JPH10131369A true JPH10131369A (en) 1998-05-19

Family

ID=17767811

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29135196A Withdrawn JPH10131369A (en) 1996-11-01 1996-11-01 Bearing ceiling wall and bering floor wall of wooden house

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5878665B1 (en) * 2015-07-06 2016-03-08 網矢 貞幸 Floor pressure structure
JP2017053137A (en) * 2015-09-09 2017-03-16 文和 勝田 Manufacturing method of wooden building based on grid design method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5878665B1 (en) * 2015-07-06 2016-03-08 網矢 貞幸 Floor pressure structure
JP2017053137A (en) * 2015-09-09 2017-03-16 文和 勝田 Manufacturing method of wooden building based on grid design method

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