JP3196751U - Wooden building and outer wall structure - Google Patents

Wooden building and outer wall structure Download PDF

Info

Publication number
JP3196751U
JP3196751U JP2015000201U JP2015000201U JP3196751U JP 3196751 U JP3196751 U JP 3196751U JP 2015000201 U JP2015000201 U JP 2015000201U JP 2015000201 U JP2015000201 U JP 2015000201U JP 3196751 U JP3196751 U JP 3196751U
Authority
JP
Japan
Prior art keywords
pillar
outer peripheral
heat insulating
attached
bearing wall
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 - Fee Related
Application number
JP2015000201U
Other languages
Japanese (ja)
Inventor
慎一郎 秋
慎一郎 秋
清隆 石塚
清隆 石塚
Original Assignee
慎一郎 秋
慎一郎 秋
清隆 石塚
清隆 石塚
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 慎一郎 秋, 慎一郎 秋, 清隆 石塚, 清隆 石塚 filed Critical 慎一郎 秋
Priority to JP2015000201U priority Critical patent/JP3196751U/en
Application granted granted Critical
Publication of JP3196751U publication Critical patent/JP3196751U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Building Environments (AREA)

Abstract

【課題】外張断熱構造と耐力壁とを備え、内装仕上げ材の施工が不要な外周壁構造において、施工コストの増大を招くことなく、屋内からの出火に対する高い耐火性を持たせる。【解決手段】軸組の屋外側に断熱パネル15を備えた外周壁構造において、耐力壁としては柱11の屋内側に耐火ボード51を取り付け、屋内側に耐火性を有する内装面材15bを有する断熱パネル15を用い、断熱パネル15の屋内側には間柱を配置せず、断熱パネル15の屋外側に間柱16を配置して、間柱16に外装材17を取り付ける。【選択図】図1An outer peripheral wall structure that includes an outer heat insulating structure and a load-bearing wall and does not require an interior finishing material, and has high fire resistance against an indoor fire without increasing construction costs. In an outer peripheral wall structure provided with a heat insulating panel 15 on the outdoor side of a shaft assembly, a fireproof board 51 is attached to the indoor side of a pillar 11 as a load-bearing wall, and an interior surface material 15b having fire resistance is provided on the indoor side. Using the heat insulating panel 15, the studs 16 are arranged on the outdoor side of the heat insulating panel 15 without arranging the studs on the indoor side of the heat insulating panel 15, and the exterior material 17 is attached to the studs 16. [Selection] Figure 1

Description

本考案は、木造軸組工法による外張断熱の木造建物における外周壁構造と、該外周壁構造を備えた木造建物に関する。   The present invention relates to an outer peripheral wall structure in an externally insulated wooden building by a wooden frame construction method, and a wooden building having the outer peripheral wall structure.

最近の木造住宅においては、寒冷地でなくても外周壁や屋根に断熱施工を施すのが一般的である。   In recent wooden houses, heat insulation is generally applied to the outer peripheral wall and roof, even in cold areas.

木造住宅の断熱施工には柱や間柱などの縦材と、梁や桁、胴差などの横材との間の空間にグラスウールなどの断熱材を充填する充填断熱と、上記縦材や横材の外側に板状の断熱材を取り付ける外張断熱とがある。充填断熱は既存の外周壁内の空間を利用するため外周壁が厚くならず、また、断熱材も安価で施工費用が低価であるため、広く利用されている。一方、外張断熱は充填断熱に比べて断熱材が高価で、断熱材の厚さ分だけ外周壁が厚くなるため、実質的な床面積が狭くなるという問題はあるものの、建物の外周を隙間なく断熱材で覆うことができ、均一で高い断熱性が得られることと、壁内結露が生じないという利点がある。そのため、外張断熱を採用した木造建物が増えてきている。   For heat insulation construction of wooden houses, filling insulation that fills the space between vertical members such as pillars and studs and horizontal members such as beams, girders, and waist gaps with glass wool and the like, and the above vertical and horizontal members There is an external insulation that attaches a plate-like heat insulating material to the outside of the. Filling heat insulation is widely used because the space in the existing outer peripheral wall is used, so that the outer peripheral wall does not become thick, and the heat insulating material is inexpensive and the construction cost is low. On the other hand, outer insulation is more expensive than filling insulation, and the outer wall becomes thicker by the thickness of the insulation, so there is a problem that the substantial floor area is reduced, but there is a gap between the outer periphery of the building. There is an advantage that it can be covered with a heat insulating material, and a uniform and high heat insulating property can be obtained, and condensation in the wall does not occur. For this reason, an increasing number of wooden buildings have adopted external insulation.

一方、木造建物においては、耐震性や耐風性を持たせるために、所定量の耐力壁を設けることが義務付けられている。耐力壁は、一般的には筋交いを金物で取り付けたり、構造用合板を取り付けたりすることで構成される。   On the other hand, in a wooden building, in order to have earthquake resistance and wind resistance, it is obliged to provide a predetermined amount of bearing walls. The bearing wall is generally configured by attaching braces with hardware or attaching structural plywood.

特許文献1には、柱及び間柱の屋外側に調湿機能を有する耐力壁材を取り付け、該耐力壁材のさらに屋外側に断熱材を取り付けることで、耐力壁材が有する調湿機能を屋内側に十分に発揮させると同時に、断熱材を覆う内装仕上げ材の施工を不要として、施工コストの削減を図った壁体構造が開示されている。特許文献1にはさらに、耐力壁材が有する機能として防火機能が挙げられている。   In Patent Document 1, a load-bearing wall material having a humidity control function is attached to the outdoor side of a pillar and a stud, and a heat-insulating material is further attached to the outdoor side of the load-bearing wall material, so that the humidity control function of the load-bearing wall material is installed. There is disclosed a wall structure that reduces the construction cost by making the interior finishing material covering the heat insulating material unnecessary while making it fully exerted on the inside. Patent Document 1 further includes a fire prevention function as a function of the load-bearing wall material.

実用新案登録第3160261号公報Utility Model Registration No. 3160261

上記したように、特許文献1に開示された壁体構造においては、防火機能を有する耐力壁材を用いることで、防火性を有する耐力壁が得られるが、耐力壁材の屋内側に柱や間柱が露出しているため、屋内から出火した際には、これらの柱や間柱が容易に延焼してしまう。特に、間柱は柱に比べて幅や奥行きが小さく、燃え尽きやすいため、間柱に取り付けられている耐力壁材、さらには、胴縁を介して間柱に取り付けられている外装材が出火から短時間のうちに剥落してしまう恐れがある。耐力壁材や外装材はそれ自体に防火性があっても、一旦剥落してしまうと、防火性を備えた壁面がなくなると同時に空気の通り道ができるため、短時間で屋内外に広範囲に燃え広がってしまう恐れがある。   As described above, in the wall structure disclosed in Patent Document 1, by using a load-bearing wall material having a fire-proof function, a load-bearing wall having fire-proof properties can be obtained. Since the studs are exposed, when the fire breaks out from the indoors, these pillars and the studs spread easily. In particular, since the studs are smaller in width and depth than the pillars and burn out easily, the load-bearing wall material attached to the studs, and the exterior material attached to the studs via the trunk edge, can be used for a short time from the fire. There is a risk of peeling off. Even if the load-bearing wall and exterior materials themselves are fireproof, once they are peeled off, the fireproof wall disappears and at the same time an air passage is created, so that the fire spreads widely both indoors and outdoors in a short time. There is a risk that.

本考案の課題は、外張断熱構造と耐力壁とを備え、内装仕上げ材の施工が不要な外周壁構造において、施工コストの増大を招くことなく、屋内からの出火に対する高い耐火性を持たせることにある。   An object of the present invention is to provide a high heat resistance against an indoor fire without increasing the construction cost in an outer peripheral wall structure that has an outer heat insulating structure and a load-bearing wall and does not require any interior finishing work. There is.

本考案の第1は、柱及び横材を備えた木造建物の軸組の屋外側に、板状の断熱材と面材とを有する断熱パネルと、前記断熱パネルの外側に配置された外装材とを備え、少なくとも一コーナー部に耐力壁を有する木造建物の外周壁構造において、
前記耐力壁の少なくとも一部が、前記柱の屋内側に耐火ボードを取り付けてなり、
前記耐力壁を除く領域の少なくとも一部に、前記断熱パネルの屋内側の前記柱間には間柱がなく、前記断熱パネルの屋外側に、前記横材又は前記柱に取り付けられた間柱が配置され、前記断熱パネルが屋内側に耐火性を有する内装面材を備えた領域を有し、
前記外装材が前記間柱に取り付けられていることを特徴とする。
A first aspect of the present invention is a heat insulating panel having a plate-like heat insulating material and a face material on the outdoor side of a frame of a wooden building having columns and cross members, and an exterior material arranged outside the heat insulating panel. In the outer peripheral wall structure of a wooden building having a load-bearing wall in at least one corner,
At least a part of the load-bearing wall is formed by attaching a fireproof board to the indoor side of the pillar,
At least a part of the area excluding the load-bearing wall, there is no inter-column between the pillars on the indoor side of the heat insulation panel, and the cross pillar attached to the cross member or the pillar is arranged on the outdoor side of the heat insulation panel. , The heat insulation panel has a region with an interior surface material having fire resistance on the indoor side,
The exterior material is attached to the studs.

本考案の第2は、上記本考案の外周壁構造を有することを特徴とする木造建物である。   The second of the present invention is a wooden building having the outer peripheral wall structure of the present invention.

本考案の外周壁構造は、耐火ボードが取り付けられた耐力壁を備え、耐力壁以外の領域に、燃え尽きやすい間柱が耐火性を備えた断熱パネルよりも屋外側に配置された領域を備えているため、外周壁の屋内側が耐火性の高い構成となっている。よって、屋内で出火した際にも、屋内外への延焼が抑制され、住宅密集地域等の厳しい耐火基準にも対応した木造建物を安価に提供することができる。また、本考案によれば、上記間柱を断熱パネルよりも屋外側に配置した領域において柱と柱の間の空間が屋内空間として得られ、設計の自由度が広がる。   The outer peripheral wall structure of the present invention has a load-bearing wall to which a fire-resistant board is attached, and has a region where the burnt-out pillars are arranged on the outdoor side of the heat-insulating panel with fire resistance in a region other than the load-bearing wall. Therefore, the indoor side of the outer peripheral wall has a high fire resistance configuration. Therefore, even when a fire breaks out indoors, it is possible to suppress the spread of fire to the inside and outside, and to provide a wooden building that meets strict fire resistance standards such as a densely populated area at low cost. Further, according to the present invention, a space between the pillars can be obtained as an indoor space in an area where the above-described pillars are arranged on the outdoor side of the heat insulating panel, and the degree of design freedom is widened.

本考案の外周壁構造の好ましい実施形態の耐力壁の構成を模式的に示す断面図であって、垂直方向及び厚さ方向に平行な断面模式図である。It is sectional drawing which shows typically the structure of the load-bearing wall of preferable embodiment of the outer peripheral wall structure of this invention, Comprising: It is a cross-sectional schematic diagram parallel to a perpendicular direction and thickness direction. 図1の外周壁構造の耐力壁の水平方向の断面模式図であり、図1中のA−A’断面図である。It is a cross-sectional schematic diagram of the horizontal direction of the load-bearing wall of the outer peripheral wall structure of FIG. 1, and is A-A 'cross-sectional view in FIG. 図1の外周壁構造の耐力壁の部分斜視図である。It is a fragmentary perspective view of the load-bearing wall of the outer peripheral wall structure of FIG. 本考案の外周壁構造から突出する耐力壁の構成を模式的に示す水平方向の断面模式図である。It is a cross-sectional schematic diagram of the horizontal direction which shows typically the structure of the load bearing wall which protrudes from the outer peripheral wall structure of this invention. 本考案の外周壁構造の他の実施形態の耐力壁の構成を模式的に示す断面図であって、垂直方向及び厚さ方向に平行な断面模式図である。It is sectional drawing which shows typically the structure of the bearing wall of other embodiment of the outer peripheral wall structure of this invention, Comprising: It is a cross-sectional schematic diagram parallel to a perpendicular direction and thickness direction. 図5の外周壁構造の耐力壁の水平方向の断面模式図であり、図5中のA−A’断面図である。It is a cross-sectional schematic diagram of the horizontal direction of the load-bearing wall of the outer peripheral wall structure of FIG. 5, and is A-A 'cross-sectional view in FIG. 本考案の外周壁構造の他の実施形態の耐力壁の構成を模式的に示す断面図であって、垂直方向及び厚さ方向に平行な断面模式図である。It is sectional drawing which shows typically the structure of the bearing wall of other embodiment of the outer peripheral wall structure of this invention, Comprising: It is a cross-sectional schematic diagram parallel to a perpendicular direction and thickness direction. 図7の外周壁構造の耐力壁の水平方向の断面模式図であり、図7中のA−A’断面図である。It is a cross-sectional schematic diagram of the horizontal direction of the load-bearing wall of the outer peripheral wall structure of FIG. 7, and is A-A 'cross-sectional view in FIG. 本考案の外周壁構造の他の実施形態の耐力壁の水平方向の断面模式図である。It is a cross-sectional schematic diagram of the horizontal direction of the load-bearing wall of other embodiment of the outer peripheral wall structure of this invention. 本考案の外周壁構造の他の実施形態の耐力壁の水平方向の断面模式図である。It is a cross-sectional schematic diagram of the horizontal direction of the load-bearing wall of other embodiment of the outer peripheral wall structure of this invention. 本考案の外周壁構造の好ましい実施形態の耐力壁以外の領域の構成を模式的に示す断面図であって、垂直方向及び厚さ方向に平行な断面模式図である。It is sectional drawing which shows typically the structure of areas other than the load-bearing wall of preferable embodiment of the outer peripheral wall structure of this invention, Comprising: It is a cross-sectional schematic diagram parallel to a perpendicular direction and thickness direction. 図11の外周壁構造の耐力壁以外の領域の水平方向の断面模式図であり、図11中のA−A’断面図である。It is a cross-sectional schematic diagram of the horizontal direction of areas other than the load-bearing wall of the outer peripheral wall structure of FIG. 11, and is a cross-sectional view along A-A ′ in FIG. 11. 図11の外周壁構造の耐力壁以外の領域の部分斜視図である。It is a fragmentary perspective view of area | regions other than the load-bearing wall of the outer peripheral wall structure of FIG. 図11の実施形態の胴差付近の拡大図であって、垂直方向及び厚さ方向に平行な断面模式図である。FIG. 12 is an enlarged view of the vicinity of the trunk difference in the embodiment of FIG. 11, and is a schematic cross-sectional view parallel to the vertical direction and the thickness direction. 本考案の外周壁構造の他の実施形態の耐力壁以外の領域の構成を模式的に示す断面図であって、垂直方向及び厚さ方向に平行な断面模式図である。It is sectional drawing which shows typically the structure of area | regions other than the load-bearing wall of other embodiment of the outer peripheral wall structure of this invention, Comprising: It is a cross-sectional schematic diagram parallel to a perpendicular direction and thickness direction. 図15の実施形態の胴差付近の拡大図であって、垂直方向及び厚さ方向に平行な断面模式図である。FIG. 16 is an enlarged view of the vicinity of the trunk difference in the embodiment of FIG. 15, and is a schematic cross-sectional view parallel to the vertical direction and the thickness direction.

本考案は、柱及び横材を備えた木造建物の軸組の屋外側に断熱パネルを備えた外張断熱の木造建物の外周壁構造及び該外周壁構造を備えた木造建物に関する。本考案の外周壁構造は、少なくとも一コーナー部に耐力壁を備えており、該耐力壁の構成に耐火ボードを用いると同時に、柱と柱の間に配置されていた間柱を、断熱パネルの屋外側に配置し、断熱パネルの屋内側に耐火性の内装面材を付した領域を有することで、屋内での出火に対する耐火性(以下、「屋内耐火性」と記す)を向上させたことに特徴を有する。本考案において「木造建物」とは、木造軸組工法で構築される建物全般を意味し、建築基準法によって区分される「建築物」及び「工作物」の双方を含むものである。また、木造軸組工法としては、伝統的な木材のみで枠組を構築する従来工法以外にも、SE(Engineering For Safety)構法やKES(Kimura Excellent Structure)構法などの専用の金物を用いて木材同士を接合する接合金物工法も本考案においては好ましく適用される。   The present invention relates to an outer peripheral wall structure of an externally insulated wooden building provided with a heat insulating panel on the outdoor side of a frame of a wooden building provided with columns and cross members, and a wooden building provided with the outer peripheral wall structure. The outer peripheral wall structure of the present invention has a load-bearing wall at least at one corner, and uses a fire-proof board for the structure of the load-bearing wall. It has been arranged outside and has an area with a fireproof interior panel on the indoor side of the heat insulation panel to improve fire resistance against indoor fire (hereinafter referred to as “indoor fire resistance”). Has characteristics. In the present invention, “wooden building” means all buildings constructed by the wooden frame construction method, and includes both “buildings” and “workpieces” classified by the Building Standards Act. In addition to the traditional method of constructing a framework using only traditional timber, the wooden framing method is not limited to the conventional method of building a frame, but using dedicated hardware such as the SE (Engineering For Safety) construction method or the KES (Kimura Excellent Structure) construction method. In the present invention, the joint metal construction method for joining the members is also preferably applied.

以下、図面を参照し、好ましい実施形態として2階建て木造住宅を例に挙げて詳細に説明する。図中、同じ部材には同じ符号を付した。また、図2は図1中のA−A’断面模式図であり、図1は図2中のA−A’断面模式図に相当する。同様に、図6は図5中のA−A’断面模式図であり、図5は図6中のA−A’断面模式図であり、図8は図7中のA−A’断面模式図であり、図7は図8中のA−A’断面模式図であり、図12は図11中のA−A’断面模式図であり、図11は図12中のA−A’断面模式図である。   Hereinafter, a two-story wooden house will be described in detail as a preferred embodiment with reference to the drawings. In the figure, the same reference numerals are assigned to the same members. 2 is a schematic cross-sectional view taken along the line A-A ′ in FIG. 1, and FIG. 1 corresponds to a schematic cross-sectional view taken along the line A-A ′ in FIG. 2. Similarly, FIG. 6 is a schematic cross-sectional view taken along line AA ′ in FIG. 5, FIG. 5 is a schematic cross-sectional view taken along line AA ′ in FIG. 6, and FIG. 8 is a schematic cross-sectional view taken along line AA ′ in FIG. 7 is a schematic cross-sectional view taken along the line AA ′ in FIG. 8, FIG. 12 is a schematic cross-sectional view taken along the line AA ′ in FIG. 11, and FIG. 11 is a cross-sectional view taken along the line AA ′ in FIG. It is a schematic diagram.

本考案の外周壁構造は、図1〜図13に示すように、基本的に柱11と、土台13や胴差14などの横材と、断熱パネル15と、外装材17とを備えている。尚、本考案において「柱」とは、構造部材である通柱と管柱とを指すが、近年の木造建物においては、通柱を用いない構造もあり、本考案は係る構造も含む。尚、通柱を用いない構造の場合、通柱の位置には管柱が配置される。また、本考案において「横材」とは、梁、桁、胴差、土台のいずれかである。   As shown in FIGS. 1 to 13, the outer peripheral wall structure of the present invention basically includes a column 11, a cross member such as a base 13 and a trunk difference 14, a heat insulating panel 15, and an exterior material 17. . In the present invention, the “column” refers to a through-column and a pipe column, which are structural members. However, in recent wooden buildings, there is a structure that does not use a through-column, and the present invention includes such a structure. In the case of a structure that does not use a through pillar, a pipe pillar is disposed at the position of the through pillar. In the present invention, the “cross member” is any of a beam, a girder, a trunk difference, and a foundation.

木造軸組工法による木造建物の基本構造として、通常、1階(1F)は、基礎21の上に載置されアンカーボルト等で基礎21に固定された土台13の上に通柱(例えば、図2の紙面上方の柱11)が立てられる。さらに、2本の隣り合う通柱の間に胴差14が水平方向に差し渡されて固定され、係る2本の通柱の間において土台13と胴差14とをつないで管柱(例えば、図2の紙面下方の柱11)が立てられる。また、木造軸組工法の中でも、SE構法では、通柱或いは通柱に代わる管柱など、構造上重要な柱は直接基礎21に専用の金物を用いて取り付けられ、他の管柱は土台13の上に立てられる。   As a basic structure of a wooden building by the wooden frame construction method, the first floor (1F) is usually a pillar (for example, a figure) placed on a base 13 placed on the foundation 21 and fixed to the foundation 21 with anchor bolts or the like. A column 11) above the paper is raised. Further, the trunk difference 14 is horizontally passed between two adjacent pillars and fixed, and the base 13 and the trunk difference 14 are connected between the two pillars (for example, a pipe pillar (for example, A column 11) below the paper surface of FIG. Among the wooden frame construction methods, in the SE construction method, structurally important pillars such as through pillars or pipe pillars instead of through pillars are directly attached to the foundation 21 using dedicated hardware, and the other tubular pillars are the base 13. Standing on the top.

土台13の上には、通常、図1の紙面左右方向に延びる根太24が図1の紙面に対して垂直方向に複数本、所定の間隔をおいて配置され、該根太24の上に床下地材25が載置され、さらに該床下地材25の上に床仕上げ26が施工され、1階の床が構成される。2階(2F)の床構造も、土台13の代わりに胴差14が用いられる以外、1階と同様である。尚、最近は床下地材25として24mm厚程度の厚物合板を用いることで根太24を用いない床構造も普及してきている。   A plurality of joists 24 extending in the left-right direction in FIG. 1 are arranged on the base 13 in a direction perpendicular to the paper in FIG. A material 25 is placed, and a floor finish 26 is constructed on the floor base material 25 to constitute a floor on the first floor. The floor structure of the second floor (2F) is the same as that of the first floor except that a trunk difference 14 is used instead of the base 13. Recently, a floor structure that does not use joists 24 by using a thick plywood having a thickness of about 24 mm as the floor base material 25 has become widespread.

また、屋内の天井側には石膏ボードや合板など(不図示)が取り付けられて天井仕上げが施されるが、最近では梁や根太を露出させたままで天井とする構造も取り入れられている。   In addition, gypsum board and plywood (not shown) are attached to the ceiling of the indoor to finish the ceiling. Recently, however, a structure in which the beam and joists are exposed is used.

本考案の外周壁構造は外張断熱であるため、柱11の屋外側(図1において紙面右側)に断熱パネル15が取り付けられる。断熱パネル15の構成については後述する。   Since the outer peripheral wall structure of the present invention is external heat insulation, the heat insulation panel 15 is attached to the outdoor side of the column 11 (the right side in FIG. 1). The configuration of the heat insulating panel 15 will be described later.

本考案の外周壁構造は、少なくとも一コーナー部に耐力壁を有しており、本考案の特徴の一つは、図1〜図3に示すように、耐力壁を構成する柱11の屋内側に耐火ボード51が取り付けられていることにある。図1中の52,53は耐火ボード51を取り付けるための受材であり、受材53は床下地材25に取り付けられ、受材52は胴差14と受材53との間に取り付けられる。このように、耐力壁を構成する柱11に耐火ボード51を取り付けることにより、係る柱11が耐火ボード51によって保護され、且つ、屋内側に露出する表面が減ることで延焼しにくい構造となる。また、柱11自体は幅、奥行きが大きいため、燃え尽きにくく、柱11が露出面から延焼しても耐火ボード51が剥落するまでには長時間を要する。さらに、耐火ボード51の支持のための受材52,53は耐火ボード51によって保護されるため、延焼するまでに長時間を要する。よって、本考案に係る耐力壁は屋内耐火性の高い構造となっている。本考案においては、係る耐火性を有する耐力壁は、木造建物の外周壁構造の耐力壁のうち、高い耐火性が求められるコーナー部の少なくとも一つに設けられるが、好ましくは、外周壁のコーナー部に設けられる耐力壁の全てに同様の耐火性を持たせる。また、コーナー部以外に耐力壁を設ける場合に、該耐力壁に同様の耐火性を持たせることが好ましい。   The outer peripheral wall structure of the present invention has a bearing wall in at least one corner, and one of the features of the present invention is the indoor side of the pillar 11 constituting the bearing wall as shown in FIGS. The fireproof board 51 is attached to the board. In FIG. 1, 52 and 53 are receiving materials for attaching the fireproof board 51. The receiving material 53 is attached to the floor base material 25, and the receiving material 52 is attached between the trunk difference 14 and the receiving material 53. In this way, by attaching the fireproof board 51 to the pillar 11 constituting the bearing wall, the pillar 11 is protected by the fireproof board 51, and the surface exposed to the indoor side is reduced, so that the structure is difficult to spread. Moreover, since the pillar 11 itself is large in width and depth, it is difficult to burn out, and it takes a long time for the fireproof board 51 to peel off even if the pillar 11 spreads from the exposed surface. Furthermore, since the receiving materials 52 and 53 for supporting the fireproof board 51 are protected by the fireproof board 51, it takes a long time to spread the fire. Therefore, the bearing wall according to the present invention has a structure with high indoor fire resistance. In the present invention, the load-bearing wall having fire resistance is provided in at least one of the corner portions that require high fire resistance among the load-bearing walls of the outer peripheral wall structure of the wooden building. All of the load-bearing walls provided in the section have the same fire resistance. Moreover, when providing a load-bearing wall other than a corner part, it is preferable to give this load-bearing wall the same fire resistance.

本考案で用いられる耐火ボード51としては、耐力壁が面材耐力壁の場合には、耐火性を備えた構造用合板が好ましく用いられ、例えば市販されている「モイス(登録商標)」(三菱商事建材株式会社)の構造壁用が好ましく用いられる。また、耐力壁が筋交いを利用した構造である場合には、耐火ボード51として市販されている「モイス(登録商標)」(三菱商事建材株式会社)の内装用などが好ましく用いられる。   As the fireproof board 51 used in the present invention, when the bearing wall is a face bearing bearing wall, a structural plywood having fire resistance is preferably used. For example, the commercially available “MOIS (registered trademark)” (Mitsubishi) For the structural wall of Shoji Building Materials Co., Ltd.) is preferably used. Further, when the bearing wall has a structure using braces, the interior of “MOIS (registered trademark)” (Mitsubishi Corporation Building Materials Co., Ltd.) marketed as the fireproof board 51 is preferably used.

本考案において、耐力壁を面材耐力壁とした場合、耐火性を備えた構造用合板を柱11に取り付けるだけで施工できるが、耐力壁用でない耐火ボートと構造用合板とを組み合わせても良い。従来、耐力壁の屋内壁面と耐力壁以外の屋内壁面との境界で段差が生じないように、耐力壁を構成する構造用合板の表面が柱11の表面と連なるように、構造用合板を柱11,11間に取り付けていた。本考案には係る耐力壁構造も適用することができる。図5,図6に示すように、構造用合板55を取り付けるための受材53,54を、床下地材25と胴差14とにそれぞれ取り付け、さらに、受材52を胴差14と受材53との間に取り付ける。受材52,53,54はいずれも、図1の受材53や柱11よりも、構造用合板55の厚み分だけ奥行きを小さくしている。構造用合板55をその屋内面が胴差14の表面に段差なく連なるように受材52,53,54に取り付け、さらに、該構造用合板55を覆って耐火ボード51を受材53、胴差14及び柱11に取り付ける。   In the present invention, when the bearing wall is a face bearing wall, it can be constructed simply by attaching a structural plywood with fire resistance to the column 11, but a fireproof boat that is not for a bearing wall and a structural plywood may be combined. . Conventionally, the structural plywood is made of a pillar so that the surface of the structural plywood constituting the bearing wall is continuous with the surface of the pillar 11 so that no step is generated at the boundary between the indoor wall surface of the bearing wall and the indoor wall surface other than the bearing wall. It was attached between 11 and 11. The bearing wall structure according to the present invention can also be applied. As shown in FIGS. 5 and 6, receiving materials 53 and 54 for attaching the structural plywood 55 are respectively attached to the floor base material 25 and the trunk difference 14, and further, the receiving material 52 is replaced with the trunk difference 14 and the receiving material. Attached between 53. Each of the receiving members 52, 53, and 54 is smaller in depth than the receiving member 53 and the column 11 of FIG. 1 by the thickness of the structural plywood 55. The structural plywood 55 is attached to the receiving members 52, 53, 54 so that the indoor surface thereof is connected to the surface of the trunk difference 14 without any step, and the fireproof board 51 is covered with the receiving member 53, covering the structural plywood 55. 14 and pillar 11.

本考案において、耐力壁に連なる領域が、後述するように柱11,11間を屋内側に開放した領域である場合、係る領域では、従来のように、柱11,11間を塞いで柱11に内装仕上げ材を取り付けないため、耐力壁の屋内壁面と該内装仕上げ材の表面とが両者の境界で段差なく連なるように柱11,11間に構造用合板を取り付ける必要がない。従って、本考案に係る耐力壁を耐火ボードと構造用合板との組み合わせからなる面材耐力壁とする場合でも、図7、図8に示すように、図5に示したような受材54を用いず、構造用合板55を胴差14、受材52,53、柱11に取り付け、さらに該構造用合板55に重ねて耐火ボード51を取り付けて耐力壁とすることも可能であり、施工が簡略化される。さらには、図1、図2に示したように、構造壁用の耐火ボード51を用いることで、施工をより簡略化することができる。   In the present invention, when the region connected to the bearing wall is a region in which the space between the columns 11 and 11 is opened indoors as will be described later, in this region, the space between the columns 11 and 11 is blocked as in the conventional case. Therefore, it is not necessary to attach the structural plywood between the columns 11 and 11 so that the interior wall surface of the load-bearing wall and the surface of the interior finishing material are connected without any step at the boundary between them. Therefore, even when the bearing wall according to the present invention is a face bearing bearing wall made of a combination of a fireproof board and a structural plywood, as shown in FIGS. 7 and 8, the receiving material 54 as shown in FIG. Without using it, it is possible to attach the structural plywood 55 to the body difference 14, the receiving members 52, 53, and the pillars 11, and further attach the fireproof board 51 on the structural plywood 55 to form a load bearing wall. Simplified. Furthermore, as shown in FIGS. 1 and 2, the construction can be further simplified by using the fireproof board 51 for the structural wall.

上記したように、本考案に係る耐火性を備えた耐力壁の構造としては、耐火ボード51が耐火性を備えた構造用合板である図1の形態、構造用合板55と耐火ボード51とを併用する図5及び図7の形態が好ましく挙げられ、求める耐火性や耐力、耐力壁を設ける位置や枚数、用いる部材などの設計条件によって適宜選択される。   As described above, the structure of the load-bearing wall having fire resistance according to the present invention includes the form of FIG. 1 in which the fire-resistant board 51 is a structural plywood having fire resistance, the structural plywood 55 and the fire-resistant board 51. 5 and 7 to be used in combination are preferable, and are suitably selected according to the design conditions such as the required fire resistance and proof strength, the position and number of the load bearing walls, and the members to be used.

また、図2の紙面下方の柱11については一部の表面が露出しており、延焼しやすくなっている。よって、本考案において好ましくは、燃えしろ設計を用いて柱11の幅や奥行きを設定する。或いは、柱11が延焼しにくいように、少なくとも表面が耐火部材からなる構成とすることが好ましい。具体的には、柱11の表面に不燃化処理を施す方法や、上記した本考案に用いられる耐火ボード51を面材として柱11の表面に取り付けるなどの方法が挙げられる。   Further, a part of the surface of the column 11 below the paper surface in FIG. 2 is exposed, and it is easy to spread the fire. Therefore, in the present invention, preferably, the width and depth of the pillar 11 are set by using a burn-in design. Alternatively, at least the surface is preferably made of a refractory member so that the pillar 11 is difficult to spread. Specifically, a method of performing incombustibility treatment on the surface of the pillar 11 or a method of attaching the fireproof board 51 used in the present invention to the surface of the pillar 11 as a face material can be used.

本考案において、上記した耐火性を有する耐力壁は、図1,図2に示したように、外周壁の少なくとも一コーナー部に外周壁の一部として設けられ、耐火ボード51は断熱パネル15に平行に取り付けられるが、外周壁以外に耐力壁を設ける場合にも、外周壁を構成する柱11に耐火ボード51を取り付けて耐火性を高めることが好ましい。例えば、図4に示すように、外周壁に直交する方向に、外周壁より突出する耐力壁を構成する場合に、外周壁を構成する柱11に耐火ボード51を取り付けることで、該耐力壁から外周壁への延焼を遅らせることができる。   In the present invention, the above-mentioned load-bearing wall having fire resistance is provided as a part of the outer peripheral wall at least at one corner of the outer peripheral wall as shown in FIGS. Although they are attached in parallel, it is preferable to enhance the fire resistance by attaching the fireproof board 51 to the pillar 11 constituting the outer peripheral wall even when providing a bearing wall in addition to the outer peripheral wall. For example, as shown in FIG. 4, when a load bearing wall that protrudes from the outer peripheral wall is configured in a direction orthogonal to the outer peripheral wall, the fireproof board 51 is attached to the pillar 11 that configures the outer peripheral wall. The fire spread to the outer peripheral wall can be delayed.

また、図1〜図8においては、外周壁のコーナー部を構成する2面のうち、1面を耐力壁とした構成を示したが、係るコーナー部を2面の耐力壁で構成しても良い。例えば、図9に示すように、紙面上方のコーナー部の柱11に耐火ボード51を介して柱11と同じ奥行きの受材52を新たに取り付け、該受材52を覆って新たな耐火ボード51を取り付けることで耐力壁を構成することができる。また、図10に示すように、耐火ボード51を取り付ける前に、紙面上方のコーナー部の柱11の屋内側に露出した2面にそれぞれ柱11と同じ奥行きの受材52を取り付け、該受材52に耐火ボード11を取り付けることで耐力壁を構成することができる。即ち、図10の耐力壁において、コーナー部の柱11には受材52を介して耐火ボード11が取り付けられる。図9,図10において、B−B’断面はA−A’断面、即ち図1と同様である。同様にして、受材52を用いることで、図7、図8の耐力壁と同じ構成の耐力壁をコーナー部を構成する2面に設けることができる。また、同様にして、受材52として柱11よりも奥行きの小さい受材を用いることで、図5,図6の耐力壁と同じ構成の耐力壁をコーナー部を構成する2面に設けることができる。   1-8, the structure which made one surface the load-bearing wall among the two surfaces which comprise the corner part of an outer peripheral wall was shown, However, even if such a corner part is comprised with two load-bearing walls, good. For example, as shown in FIG. 9, a receiving material 52 having the same depth as that of the pillar 11 is newly attached to the pillar 11 in the corner portion above the paper surface via the fireproof board 51, and the new fireproof board 51 is covered by covering the receiving material 52. A bearing wall can be constructed by attaching. Further, as shown in FIG. 10, before attaching the fireproof board 51, the receiving members 52 having the same depth as the pillars 11 are attached to the two surfaces exposed to the indoor side of the pillars 11 at the corners above the paper surface. By attaching the fireproof board 11 to 52, a bearing wall can be configured. That is, in the bearing wall of FIG. 10, the fireproof board 11 is attached to the pillar 11 at the corner portion via the receiving member 52. 9 and 10, the B-B ′ cross section is the same as the A-A ′ cross section, that is, FIG. 1. Similarly, by using the receiving material 52, the bearing walls having the same configuration as the bearing walls of FIGS. 7 and 8 can be provided on the two surfaces constituting the corner portion. Similarly, by using a receiving material having a depth smaller than that of the pillar 11 as the receiving material 52, the bearing walls having the same configuration as the bearing walls of FIGS. 5 and 6 can be provided on the two surfaces constituting the corner portion. it can.

本考案のさらなる特徴は、耐力壁を除く領域において、図11〜図13に示すように、断熱パネル15の屋内側の柱11,11間には間柱がなく、該柱11,11間が屋内側に開放され、断熱パネル15の屋外側に間柱16が取り付けられた耐火性領域を有していることにある。係る耐火性領域においては、断熱パネル15の屋内側に耐火性の内装面材15bが取り付けられ、屋内側に間柱がないことから、屋内耐火性の高い状態となっている。よって、係る耐火性領域では間柱16が屋内からの出火に対して延焼しにくく、出火した場合であっても間柱16の延焼による断熱パネル15及び外装材17の剥落までに長時間を要する。   A further feature of the present invention is that, in the region excluding the bearing wall, as shown in FIGS. 11 to 13, there is no inter-column between the indoor-side columns 11, 11 of the heat insulation panel 15, and there is no space between the columns 11, 11. There is a fire-resistant region that is open to the inside and has a stud 16 attached to the outdoor side of the heat insulating panel 15. In such a fireproof region, the fireproof interior panel 15b is attached to the indoor side of the heat insulating panel 15, and there are no studs on the indoor side, so that the indoor fireproof state is high. Therefore, in such a fire-resistant region, it is difficult for the pillars 16 to spread to the fire from the indoor, and even if a fire breaks out, it takes a long time for the heat insulation panel 15 and the exterior material 17 to peel off due to the spread of the pillars 16.

尚、係る耐火性領域において、柱11については、上記したように間柱に比べて幅及び奥行きが大きいため、延焼しても燃え尽きにくく、該柱11に取り付けられた断熱パネル15や後述する間柱16が剥落するまで長時間を要するが、好ましくは、上記耐力壁を構成する柱11と同様に、燃えしろ設計を用いて幅や奥行きを設定するか、少なくとも表面が耐火部材からなる構成とする。   In the fireproof region, the column 11 has a larger width and depth than the intermediate column as described above, so that it does not easily burn out even if it is spread, and a heat insulating panel 15 attached to the column 11 or an intermediate column 16 described later. Although it takes a long time to peel off, it is preferable that the width and depth are set using a burn-in design, or at least the surface is made of a refractory member, like the pillar 11 constituting the bearing wall.

本考案において、上記耐火性領域は、屋内耐火性が要求される領域に設けられるが、好ましくは耐力壁を除く全ての領域を可能な範囲で上記耐火性領域とする。また、耐力壁の屋外側の構成も、係る耐火性領域と同様に、断熱パネル15の外側に間柱16を設け、該間柱16に外装材17を取り付けた構成とすることができる。   In the present invention, the fireproof area is provided in an area where indoor fire resistance is required. Preferably, all areas except the load bearing wall are set as the fireproof area to the extent possible. Further, the configuration of the bearing wall on the outdoor side can also be configured such that a spacer 16 is provided outside the heat insulating panel 15 and an exterior member 17 is attached to the spacer 16 in the same manner as the fireproof region.

上記したように、本考案の外周壁構造は、耐力壁及び耐力壁を除く領域のそれぞれにおいて、屋内耐火性を持たせることができる。よって、高い屋内耐火性が要求されるような地域においても、容易に対応することができる。   As described above, the outer peripheral wall structure of the present invention can have indoor fire resistance in each of the regions excluding the bearing wall and the bearing wall. Therefore, it is possible to easily cope with an area where high indoor fire resistance is required.

以下に上記耐火性領域における断熱パネル15及び間柱16の取り付け方法について説明する。   Below, the attachment method of the heat insulation panel 15 and the stud 16 in the said fireproof area | region is demonstrated.

本考案に用いられる断熱パネル15は、板状の断熱材15bとその一表面に取り付けられた耐火性を有する内装面材15aとを備え、該内装面材15aを屋内側に向けて配置される。本実施形態においては、断熱パネル15の位置決めと取り付けとを容易にするために、図1に示すように、土台13の屋外側に、該土台13に沿って水平に受材31が取り付けられ、該受材31の上に断熱パネル15が配置されるが、係る受材31は必ずしも必要ではない。   The heat insulating panel 15 used in the present invention includes a plate-shaped heat insulating material 15b and a fireproof interior surface material 15a attached to one surface thereof, and the interior surface material 15a is arranged facing the indoor side. . In the present embodiment, in order to facilitate positioning and attachment of the heat insulation panel 15, as shown in FIG. 1, a receiving material 31 is attached horizontally along the base 13 on the outdoor side of the base 13, Although the heat insulation panel 15 is arrange | positioned on this receiving material 31, the receiving material 31 which concerns is not necessarily required.

本考案に用いられる断熱パネル15としては、外張断熱用として市販されている断熱パネルをそのまま、或いは市販の断熱材に耐火性の内装面材15aを貼付して用いられる。内装面材15aについては、本考案の木造建物が建築される区域の耐火基準を満たし、且つ屋内側に露出しても影響のない美粧性を備えた材質が選択される。また、本考案に係る断熱パネル15は内装面材15aとは反対側に構造用合板15cを備えていてもよい。構造用合板15cは、断熱パネル15の強度向上のために用いられるが、断熱材15bのみで十分な強度を有する場合には、構造用合板15cはなくても良い。   As the heat insulation panel 15 used in the present invention, a heat insulation panel marketed for external heat insulation is used as it is, or a fireproof interior surface material 15a is attached to a commercially available heat insulation material. As the interior face material 15a, a material that satisfies the fire resistance standard of the area where the wooden building of the present invention is built and has a cosmetic property that is not affected even when exposed to the indoor side is selected. Moreover, the heat insulation panel 15 which concerns on this invention may be provided with the structural plywood 15c on the opposite side to the interior surface material 15a. The structural plywood 15c is used to improve the strength of the heat insulating panel 15, but the structural plywood 15c may be omitted if the heat insulating material 15b alone has sufficient strength.

本考案に係る断熱パネル15の具体例としては、例えば、JIS A 9511発泡プラスチック保温材に規定するA種フェノールフォーム保温板1種2号F☆☆☆☆Sの「ネオフォーム(登録商標)」(旭化成建材株式会社)や「フェノバボード(登録商標)」(積水化学工業株式会社)の屋外側に9mm厚の構造用合板を、屋内側に内装面材15aとして耐火性と美粧性とを有する9.5mm厚の「モイス(登録商標)」(三菱商事建材株式会社)を備えた断熱パネルが好ましく用いられる。断熱材15bの厚さは木造建物が構築される区域の環境によって適宜選択される。   As a specific example of the heat insulation panel 15 according to the present invention, for example, “Neofoam (registered trademark)” of Class A phenol foam heat insulation board No. 1 No. 2 F ☆☆☆☆ S specified in JIS A 9511 foam plastic heat insulation material (Asahi Kasei Construction Materials Co., Ltd.) and “Fenova Board (registered trademark)” (Sekisui Chemical Co., Ltd.) 9 mm thick structural plywood on the outdoor side, and the interior side material 15a having fire resistance and cosmetics 9 A heat insulating panel provided with “MOIS (registered trademark)” (Mitsubishi Corporation Building Materials Co., Ltd.) having a thickness of 5 mm is preferably used. The thickness of the heat insulating material 15b is appropriately selected depending on the environment of the area where the wooden building is constructed.

上記耐火性領域において、断熱パネル15は屋外側から横材又は柱11に直接取り付けるか、或いは、断熱パネル15の屋外側に配置される間柱16を断熱パネル15を介して横材又は柱11に取り付けることによって、軸組の屋外側に固定される。図9に示した構成では、上端で胴差14或いは柱11に,下端で土台13に取り付けられている。また、柱11に接する断熱パネル15については柱11に沿って垂直方向に複数箇所で取り付けることもできる。   In the fireproof region, the heat insulating panel 15 is directly attached to the cross member or the pillar 11 from the outdoor side, or the spacer 16 disposed on the outdoor side of the heat insulating panel 15 is attached to the cross member or the pillar 11 via the heat insulating panel 15. By attaching, it is fixed to the outdoor side of the shaft assembly. In the configuration shown in FIG. 9, the upper end is attached to the trunk difference 14 or the column 11, and the lower end is attached to the base 13. Further, the heat insulating panel 15 in contact with the pillar 11 can be attached at a plurality of locations in the vertical direction along the pillar 11.

断熱パネル15は、図14に示すように、ビス41によって屋外側から胴差14や柱11に取り付けてもよいが、ビス41以外にも釘などによって取り付けても良い。本実施形態では、断熱パネル15が内装面材15aとは反対側の屋外側に構造用合板15cを有しているため、ビス41や釘などの取り付け部材が好ましく用いられる。また、断熱パネル15の取り付けに際しては、接着剤を介して上下端で横材や柱11に取り付けても良い。さらに、水平方向及び垂直方向で互いに隣接する断熱パネル15の境界は気密テープを貼付して気密性を高めておくことが好ましい。   As shown in FIG. 14, the heat insulating panel 15 may be attached to the trunk difference 14 or the pillar 11 from the outdoor side with a screw 41, but may be attached with a nail or the like in addition to the screw 41. In this embodiment, since the heat insulation panel 15 has the structural plywood 15c on the outdoor side opposite to the interior surface material 15a, attachment members such as screws 41 and nails are preferably used. Moreover, when attaching the heat insulation panel 15, you may attach to a horizontal member or the pillar 11 by an upper-lower end via an adhesive agent. Furthermore, it is preferable that the boundary between the heat insulating panels 15 adjacent to each other in the horizontal direction and the vertical direction is attached with an airtight tape to enhance the airtightness.

また、SE構法において、基礎21に金物で取り付ける柱11に対応する位置の断熱パネル15についてはその下端に対応する横材や柱11が存在しない箇所があり、このような場合には、取り付け位置を他の断熱パネル15よりも上方にずらし、柱11の下端に取り付ければよい。   Further, in the SE construction method, there is a portion where the horizontal member or the pillar 11 corresponding to the lower end of the thermal insulation panel 15 at the position corresponding to the pillar 11 attached to the foundation 21 with the hardware does not exist. In such a case, the attachment position Is shifted upward from the other heat insulating panel 15 and attached to the lower end of the column 11.

本考案においては、断熱パネル15の屋外側に間柱16が配置され、該間柱16は柱11又は横材に取り付けられる。従来、間柱16は屋内側の柱11と並んで柱11,11間に取り付けられ、屋外からの風圧に対する耐力を外周壁に付与する部材及び外装材17を胴縁を介して取り付けるための部材として用いられていたが、本考案では断熱パネル15の屋外側に配置することで、係る作用を得ることができる。また、本考案では外装材17を間柱16に直接取り付けることができるため、胴縁は不要である。間柱16は少なくとも上下端において、横材又は柱11に屋外側から取り付け部材によって取り付ければよい。   In the present invention, a stud 16 is disposed on the outdoor side of the heat insulating panel 15, and the stud 16 is attached to the pillar 11 or a cross member. Conventionally, the stud 16 is attached between the pillars 11 and 11 along with the pillar 11 on the indoor side, and as a member for attaching the outer wall 17 with a member for imparting resistance to wind pressure from the outside to the outer peripheral wall. Although used, in the present invention, such an action can be obtained by arranging the heat insulation panel 15 on the outdoor side. Further, in the present invention, since the exterior material 17 can be directly attached to the stud 16, the body edge is unnecessary. The spacer 16 may be attached to the cross member or the pillar 11 at least at the upper and lower ends with an attachment member from the outdoor side.

図11〜図13の実施形態において、間柱16の上端は胴差14或いは柱11に取り付けられ、下端は土台13或いは該土台13に取り付けられた受材31に取り付けられる。本実施形態においては、図14に示すように、間柱16の取り付け部材としてビス42が用いられているが、ビス42以外にも釘なども用いられる。また、断熱パネル15を挟んで間柱16を横材や柱11に取り付ける際には、断熱パネル15を貫通させて横材や柱11にまで達するビスを用いることが好ましい。   In the embodiment of FIGS. 11 to 13, the upper end of the stud 16 is attached to the trunk difference 14 or the pillar 11, and the lower end is attached to the base 13 or the receiving material 31 attached to the base 13. In this embodiment, as shown in FIG. 14, a screw 42 is used as a mounting member for the stud 16, but a nail or the like is also used in addition to the screw 42. Moreover, when attaching the intermediate column 16 to the cross member or the column 11 with the heat insulation panel 15 interposed therebetween, it is preferable to use a screw that penetrates the heat insulation panel 15 and reaches the cross member or the column 11.

また、間柱16の上端の取り付け用に、図15,図16に示すように、間柱16の上端側の横材(図15,図16においては胴差14)に受材32を取り付け、係る受材32に間柱16の上端を取り付けても良い。また、受材31,32を設けた場合、断熱パネル15は受材31,32の間に嵌合することができ、仮止めをすることなく、間柱16を取り付けることで断熱パネル15を固定することができる。尚、間柱16を受材31,32に取り付ける際には、図16に示すように、ビス42で該受材31,32に屋外側から取り付ければよいが、この時、受材31,32を貫通させて横材や柱11にまで達するビスを用いることが好ましい。また、ビス42の代わりに釘を用いても良い。   Further, as shown in FIGS. 15 and 16, a receiving member 32 is attached to a cross member (body difference 14 in FIGS. 15 and 16) on the upper end side of the stud 16 for attaching the upper end of the stud 16. The upper end of the stud 16 may be attached to the material 32. Moreover, when the receiving materials 31 and 32 are provided, the heat insulation panel 15 can be fitted between the receiving materials 31 and 32, and it fixes the heat insulation panel 15 by attaching the stud 16 without temporarily fixing. be able to. In addition, when attaching the stud 16 to the receiving materials 31 and 32, as shown in FIG. 16, it may be attached to the receiving materials 31 and 32 with screws 42 from the outdoor side, but at this time, the receiving materials 31 and 32 are attached. It is preferable to use a screw that penetrates to reach the cross member or the column 11. A nail may be used instead of the screw 42.

また、SE構法において基礎21に金物で取り付けた柱11に対応する位置の間柱16については、下端に対応する横材や柱11が存在しないため、上記した断熱パネル15の取り付けと同様、下端の取り付け位置を他の間柱16よりも上方にずらし、柱11の下端に取り付ければよい。また、土台13に取り付けた受材31を係る柱11の下方にまで延長し、該受材31に取り付けても良い。   In addition, since there is no cross member or column 11 corresponding to the lower end of the intermediate column 16 at a position corresponding to the column 11 attached to the foundation 21 with the metal in the SE construction method, the lower end of the column 16 is similar to the above-described installation of the heat insulating panel 15. What is necessary is just to shift an attachment position upwards rather than the other intermediate pillar 16, and to attach to the lower end of the pillar 11. FIG. Further, the receiving material 31 attached to the base 13 may be extended to the lower side of the pillar 11 and attached to the receiving material 31.

間柱16は、上記したように、必要に応じて受材31,32を介して、横材や柱11に取り付けられるが、上端及び下端以外の箇所でも柱11や断熱パネル15に取り付けておくことが好ましい。特に、断熱パネル15の水平方向の両端部に沿って間柱16を配置し、垂直方向に複数箇所、断熱パネル15と間柱16とを互いに固定しておくことが好ましい。また、柱11に接する断熱パネル15の水平方向の端部においても、同様に垂直方向に複数箇所、断熱パネル15に間柱16を固定しておくことが好ましく、この時、断熱パネル15を貫通して柱11に到達する取り付け部材を用いて間柱16を柱11に固定しておくことがより好ましい。   As described above, the inter-column 16 is attached to the cross member and the column 11 via the receiving members 31 and 32 as necessary. However, the inter-column 16 is also attached to the column 11 and the heat insulating panel 15 in places other than the upper end and the lower end. Is preferred. In particular, it is preferable that the pillars 16 are disposed along both horizontal end portions of the heat insulating panel 15 and the heat insulating panel 15 and the pillars 16 are fixed to each other at a plurality of positions in the vertical direction. Similarly, at the horizontal end of the heat insulating panel 15 in contact with the pillar 11, it is preferable that the pillars 16 are fixed to the heat insulating panel 15 at a plurality of positions in the vertical direction. It is more preferable to fix the intermediate pillar 16 to the pillar 11 using an attachment member that reaches the pillar 11.

本考案に用いられる間柱16の奥行きや幅、配置ピッチは、屋外からの風圧に対する耐力と、断熱パネル15の水平方向端部の位置、間柱16に取り付けられる外装材17の重さや取り付けピッチを考慮して設定される。柱11と並んで柱11,11間に配置され屋内側の壁材を取り付ける支持材として用いられていた従来の間柱は、柱11と同じ奥行きが必要であったが、本考案では係る制約を受けないため、間柱16としての強度が保持できる範囲で30mmまで小さくすることができる。好ましくは、間柱16の奥行きが30mm〜120mm、幅45mm〜90mmで、300mm〜900mmピッチで用いられる。また、図12,図13に示されるように、柱11に対応する位置の断熱パネル15の水平方向端部に合わせて、2本の間柱16,16が接して配置されていてもよい。   The depth, width, and arrangement pitch of the studs 16 used in the present invention take into consideration the strength against wind pressure from the outside, the position of the horizontal end of the heat insulation panel 15, the weight of the exterior member 17 attached to the studs 16 and the mounting pitch. Is set. The conventional intermediary pillar, which is arranged between the pillars 11 and 11 along with the pillar 11 and used as a support material for attaching the wall material on the indoor side, needs the same depth as the pillar 11. Since it does not receive, it can reduce to 30 mm in the range which can maintain the intensity | strength as the stud 16. Preferably, the spacer 16 has a depth of 30 mm to 120 mm, a width of 45 mm to 90 mm, and a pitch of 300 mm to 900 mm. Further, as shown in FIGS. 12 and 13, two pillars 16 and 16 may be disposed in contact with the horizontal end of the heat insulating panel 15 at a position corresponding to the pillar 11.

さらに、本考案においては、間柱16に外装材17が取り付けられる。本実施形態では、図14に示すように、外装材17をビス43によって屋外側から取り付けているが、本考案ではこれに限定されない。外装材17の種類によって取り付け方法は適宜選択することができる。本考案では、間柱16によって外装材17と断熱パネル15との間に十分な空間が形成され、通気性や雨水などの排出路が確保される。外装材17としては、外壁の耐火基準を満たした、金属系や窯業系のサイディング、ALC(軽量気泡コンクリート板)といった市販の外装パネルが好ましく用いられるが、本考案においてはこれらに限定されるものではない。また、本考案においては、間柱16が外装材17の支持材として用いられることから、重い窯業系サイディングでも好ましく用いることができる。   Furthermore, in the present invention, an exterior material 17 is attached to the stud 16. In this embodiment, as shown in FIG. 14, the exterior material 17 is attached from the outdoor side with screws 43, but the present invention is not limited to this. The attachment method can be appropriately selected depending on the type of the exterior material 17. In the present invention, a sufficient space is formed between the exterior member 17 and the heat insulating panel 15 by the inter-columns 16, and a discharge path such as air permeability and rainwater is secured. As the exterior material 17, a commercially available exterior panel such as metal or ceramic siding, ALC (lightweight cellular concrete board) that satisfies the fire resistance standard of the outer wall is preferably used, but the present invention is limited to these. is not. In the present invention, since the stud 16 is used as a support material for the exterior material 17, it can be preferably used even in heavy ceramics siding.

本考案においては、図1〜図16に示した部材以外にも、例えば、外装材17を取り付ける前に断熱パネル15の屋外側表面及び間柱16の表面に防水シートなどを適宜取り付けても良い。   In the present invention, in addition to the members shown in FIGS. 1 to 16, for example, a waterproof sheet or the like may be appropriately attached to the outdoor side surface of the heat insulating panel 15 and the surface of the stud 16 before attaching the exterior member 17.

上記したように、本考案の外周壁構造は、従来市販されている部材と使用されている施工方法以外に、繁雑な施工や高価な部材を必要としない。さらに、本考案では、従来必要であった外装材17を取り付けるための胴縁を用いないことから、胴縁及びその取り付けにかかる費用が不要となる。よって、本考案によれば、施工コストを増大させることなく、高い屋内耐火性を得ることができる。   As described above, the outer peripheral wall structure of the present invention does not require complicated construction and expensive members in addition to the commercially available members and the construction methods used. Further, in the present invention, since the body edge for attaching the exterior member 17 that has been conventionally required is not used, the cost for the body edge and its attachment becomes unnecessary. Therefore, according to the present invention, high indoor fire resistance can be obtained without increasing the construction cost.

上記のように、本考案に係る耐火領域では、断熱パネル15及び間柱16を屋外側から横材や柱11に取り付けることにより、屋内側に取り付け部材が露出しない。また、断熱パネル15が屋内側に耐火性を有する内装面材15bを備えていることにより、美粧性も良い。よって、本考案に係る耐火性領域においては、柱11,11間の空間を覆う内装仕上げが不要で、該空間が屋内側に開放され、広い屋内空間が提供される。   As described above, in the fireproof area according to the present invention, the attachment member is not exposed to the indoor side by attaching the heat insulation panel 15 and the interposition pillar 16 to the cross member or the pillar 11 from the outdoor side. In addition, since the heat insulating panel 15 includes the interior face material 15b having fire resistance on the indoor side, the cosmetics are also good. Therefore, in the fire-resistant region according to the present invention, an interior finish that covers the space between the pillars 11 and 11 is unnecessary, and the space is opened to the indoor side, thereby providing a wide indoor space.

従来、石膏ボード等の内装材で覆われる柱11,11の間の空間は、電気配線やガス管、水回りの配管といった設備の設置に利用されていた。そのため、係る設備は内装仕上げを取り付ける前に施工する必要があり、従来の木造建物ではこれらの設備を施工し、内装仕上げを取り付け、屋内設備が全て整った状態で施主或いは購入者に引き渡されていた。   Conventionally, the space between the pillars 11 and 11 covered with interior materials such as gypsum board has been used for installation of facilities such as electric wiring, gas pipes, and water pipes. Therefore, it is necessary to construct such facilities before installing interior finishes. In conventional wooden buildings, these facilities are installed, interior finishes are installed, and all interior facilities are delivered to the owner or purchaser. It was.

本考案においては、上記した耐火性を備えた耐力壁と耐火性領域とで外周壁を構成することにより、柱の屋内側に石膏ボードを取り付ける必要がなく、柱と柱の間の空間を開放した状態で提供できるため、マンションなどのRC構造(鉄筋コンクリート構造)と同様の、屋内設備が施工されていない柱や梁、床などの構造躯体(スケルトン)での販売が可能となる。スケルトンでの販売時には、販売価格に屋内設備(インフィル)に係る費用が含まれず、さらに本考案においては外周壁の施工費用が削減されているため、従来よりも大幅に低い価格で木造建物を提供することができる。よって、購入者は間仕切りの位置や間取り、コンセントやスイッチ、照明等電気機器の位置などの電気設備、台所や浴室、洗面所、トイレなどの水回り設備といった屋内設備の選択肢が自由になる上、従来よりも低価格で木造建物を入手することが可能となる。また、係る木造建物を販売する側にとっても、従来対応できなかった購入者の要望に幅広く対応することが可能となる。   In the present invention, by constructing the outer peripheral wall with the above-mentioned fireproof wall and fireproof area, there is no need to install a gypsum board on the indoor side of the pillar, and the space between the pillars is opened. Since it can be provided in such a state, it can be sold in a structural frame (skeleton) such as a pillar, beam, or floor where indoor facilities are not constructed, similar to an RC structure (reinforced concrete structure) such as a condominium. When selling at the skeleton, the price for indoor equipment (infill) is not included in the selling price, and the construction cost for the outer peripheral wall is reduced in the present invention, so wooden buildings are offered at a significantly lower price than before. can do. Therefore, the purchaser is free to choose the indoor facilities such as the location and layout of the partition, electrical equipment such as the location of electrical equipment such as outlets and switches, lighting, and water facilities such as kitchens, bathrooms, washrooms, and toilets. It becomes possible to obtain wooden buildings at a lower price than before. Moreover, it becomes possible for the side selling such wooden buildings to respond to a wide range of requests from purchasers that could not be handled in the past.

本考案においても、柱11,11の間の空間は、従来と同様に電気配線や水回りの配管、ガス管などの設備の設置に利用することができる。   Also in the present invention, the space between the pillars 11 and 11 can be used for installation of equipment such as electric wiring, piping around water, and gas pipe as in the conventional case.

尚、上記において実施形態として2階建ての住宅を例に挙げて説明したが、本考案の木造建物はこれに限定されるものではなく、平屋或いは3階建て以上でもよく、また2戸1や3戸1といった長屋式の住宅や共同住宅、集会所や店舗、倉庫、各種施設等にも好ましく適用される。   In the above description, a two-story house has been described as an example as an embodiment. However, the wooden building of the present invention is not limited to this, and it may be a one-story or more than three stories. It is preferably applied to tenement houses such as three houses and apartments, meeting places, stores, warehouses, and various facilities.

11:柱、13:土台、14:胴差、15:断熱パネル、15a:内装面材、15b:断熱材、15c:構造用合板、16:間柱、17:外装材、21:基礎、24:根太、25:床下地板、26:床仕上、31,32:受材、41,42,43:ビス、51:耐火ボード、52,53,54:受材、55:構造用合板   11: pillar, 13: foundation, 14: trunk difference, 15: heat insulation panel, 15a: interior surface material, 15b: heat insulation material, 15c: structural plywood, 16: intermediary pillar, 17: exterior material, 21: foundation, 24: Joist, 25: floor base plate, 26: floor finish, 31, 32: receiving material, 41, 42, 43: screw, 51: fireproof board, 52, 53, 54: receiving material, 55: structural plywood

Claims (4)

柱及び横材を備えた木造建物の軸組の屋外側に、板状の断熱材と面材とを有する断熱パネルと、前記断熱パネルの外側に配置された外装材とを備え、少なくとも一コーナー部に耐力壁を有する木造建物の外周壁構造において、
前記耐力壁の少なくとも一部が、前記柱の屋内側に耐火ボードを取り付けてなり、
前記耐力壁を除く領域の少なくとも一部に、前記断熱パネルの屋内側の前記柱間には間柱がなく、前記断熱パネルの屋外側に、前記横材又は前記柱に取り付けられた間柱が配置され、前記断熱パネルが屋内側に耐火性を有する内装面材を備えた領域を有し、
前記外装材が前記間柱に取り付けられていることを特徴とする木造建物の外周壁構造。
A heat insulating panel having a plate-like heat insulating material and a face material on the outdoor side of the frame of a wooden building having columns and cross members, and an exterior material arranged outside the heat insulating panel, at least one corner In the outer peripheral wall structure of a wooden building having a bearing wall in the part,
At least a part of the load-bearing wall is formed by attaching a fireproof board to the indoor side of the pillar,
At least a part of the area excluding the load-bearing wall, there is no inter-column between the pillars on the indoor side of the heat insulation panel, and the cross pillar attached to the cross member or the pillar is arranged on the outdoor side of the heat insulation panel. , The heat insulation panel has a region with an interior surface material having fire resistance on the indoor side,
An outer peripheral wall structure of a wooden building, wherein the exterior material is attached to the studs.
前記耐力壁を除く領域の前記柱は、少なくとも表面が耐火部材からなることを特徴とする請求項1に記載の木造建物の外周壁構造。   2. The outer peripheral wall structure of a wooden building according to claim 1, wherein at least a surface of the column in the region excluding the load-bearing wall is made of a fireproof member. 前記間柱の幅が45mm〜90mm、奥行きが30mm〜120mmであることを特徴とする請求項1又は2に記載の木造建物の外周壁構造。   3. The outer peripheral wall structure of a wooden building according to claim 1, wherein a width of the stud is 45 mm to 90 mm and a depth is 30 mm to 120 mm. 請求項1乃至3のいずれか1項に記載の外周壁構造を有することを特徴とする木造建物。   A wooden building having the outer peripheral wall structure according to any one of claims 1 to 3.
JP2015000201U 2015-01-20 2015-01-20 Wooden building and outer wall structure Expired - Fee Related JP3196751U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015000201U JP3196751U (en) 2015-01-20 2015-01-20 Wooden building and outer wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015000201U JP3196751U (en) 2015-01-20 2015-01-20 Wooden building and outer wall structure

Publications (1)

Publication Number Publication Date
JP3196751U true JP3196751U (en) 2015-04-02

Family

ID=52986383

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015000201U Expired - Fee Related JP3196751U (en) 2015-01-20 2015-01-20 Wooden building and outer wall structure

Country Status (1)

Country Link
JP (1) JP3196751U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5956668B1 (en) * 2015-12-02 2016-07-27 慎一郎 秋 Wooden building and outer wall structure
JP2018066489A (en) * 2016-10-17 2018-04-26 株式会社メックecoライフ Air-conditioning system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5956668B1 (en) * 2015-12-02 2016-07-27 慎一郎 秋 Wooden building and outer wall structure
JP2018066489A (en) * 2016-10-17 2018-04-26 株式会社メックecoライフ Air-conditioning system

Similar Documents

Publication Publication Date Title
US20190234063A1 (en) Horizontal self-supporting formwork building system
TWI801686B (en) Floor panel, roof panel and modular building system
WO2020256016A1 (en) Outer wall structure for building, heat-blocking structure, and heat-blocking method
JP3196751U (en) Wooden building and outer wall structure
JP6691746B2 (en) Building outer wall structure
JP5956668B1 (en) Wooden building and outer wall structure
JP4077763B2 (en) Building wall structure and building
US6145263A (en) Light gauge sheet metal building construction system
JP6427013B2 (en) Wooden building and its outer wall structure
ZA200701716B (en) Building construction kit with storey high wall panels
JP2015209699A (en) Wall structure and wooden building
JP2008121259A (en) Exterior and interior finishing panel system for building, and method of constructing the same
JP2021046725A (en) Support structure and construction method of skip floor
JP6353304B2 (en) building
JP6422694B2 (en) building
JP3202806U (en) Wooden building and outer wall structure
JP2006037714A (en) Building
JP2006002567A (en) Building
KR101578455B1 (en) two floor system of building
JP3784122B2 (en) Building storage structure
JP4031495B2 (en) building
JP4092350B2 (en) building
JP2024065922A (en) Fireproof airtight structure and fireproof building
JP2023073490A (en) building
JPH0621477B2 (en) Fireproof structure of building

Legal Events

Date Code Title Description
A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20150120

R150 Certificate of patent or registration of utility model

Ref document number: 3196751

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees