JPH09279778A - Horizontal-roofing exterior structure of building - Google Patents

Horizontal-roofing exterior structure of building

Info

Publication number
JPH09279778A
JPH09279778A JP9261896A JP9261896A JPH09279778A JP H09279778 A JPH09279778 A JP H09279778A JP 9261896 A JP9261896 A JP 9261896A JP 9261896 A JP9261896 A JP 9261896A JP H09279778 A JPH09279778 A JP H09279778A
Authority
JP
Japan
Prior art keywords
backup
building
lateral
rafter
horizontal
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.)
Granted
Application number
JP9261896A
Other languages
Japanese (ja)
Other versions
JP3061107B2 (en
Inventor
Gantan Funaki
元旦 舩木
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.)
Gantan Beauty Industry Co Ltd
Original Assignee
Gantan Beauty Industry Co Ltd
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 Gantan Beauty Industry Co Ltd filed Critical Gantan Beauty Industry Co Ltd
Priority to JP8092618A priority Critical patent/JP3061107B2/en
Publication of JPH09279778A publication Critical patent/JPH09279778A/en
Application granted granted Critical
Publication of JP3061107B2 publication Critical patent/JP3061107B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a horizontal-roofing exterior structure which, although lightweight, has a backing-up ability equivalent to those of conventional weighty members with high density and bending strength, and which is high in heat insulating property and in the ability to prevent bedewing of the inside of the back of an exterior material. SOLUTION: This horizontal-roofing exterior structure for a building comprises sheathing 2 laid over a skeleton 1 or a base member that matches the skeleton 1 in strength, with a horizontal-roofing exterior material 6 laid over the sheathing with rafters 3 and a backup material 5 between them. The rafters 3 are secured to the skeleton 1 or the base member in such a way as to be arranged at predetermined intervals along the ridge direction and to continue with one another along the eaves-ridge direction, and the backup material 5 is made from low-density resin foam having a plurality of stepped parts on its front that bear the back of the horizontal-roofing exterior material 6 to match the effective width of the exterior material 6, and having on its back a plurality of tunnel-shaped parts 5f that continue with one another along the eaves-ridge direction, and is laid between the adjacent rafters 3 held in place.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、建築物における空
気層を有する横葺外装構造の軽量化に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to weight reduction of a lateral roofing structure having an air layer in a building.

【0002】[0002]

【従来の技術】横葺外装材は、特に意匠性が高い屋根と
して近年広く普及したが、その棟側係合部と軒側係合部
を係合させて敷設する構成故に、平坦な下地上に敷設す
ると、外装材の面板部と下地材間に断面略3角形状の空
隙が生じ、積雪荷重や人為的な集中荷重が負荷されると
塑性変形して、意匠性の低下や、最悪の場合、雨仕舞機
能の低下を招く可能性がある。一方、屋根構造の内部結
露の防止や建築物に外断熱を求める社会的要請により、
屋根構造内に空気層を設けるケースも増加している。
2. Description of the Related Art Lateral roofing materials have come into widespread use in recent years as roofs with particularly high designability. However, because of the construction in which the ridge-side engaging portions and the eave-side engaging portions are engaged and laid, When laid in, a space with a substantially triangular cross section is created between the face plate of the exterior material and the base material, and plastic deformation occurs when a snow load or an artificial concentrated load is applied, resulting in deterioration of the design and the worst case. In this case, there is a possibility that the rain function will deteriorate. On the other hand, due to the social demand for the prevention of internal dew condensation on the roof structure and the external heat insulation of buildings,
The number of cases where an air layer is provided in the roof structure is increasing.

【0003】このため、変形を生じさせず、また空気層
を設けられる外装構造として、横葺外装材の裏面に添っ
てバックアップとしての下板を添設した特公昭59−3
8382号に示されるような構成のものがある。この屋
根構造における下板は、木毛(セメント)板等の比較的
高密度で曲げ強度が高い材質の部材を用いているので、
要求が満たされる反面、横葺外装材自身の重量は小さい
のに、単位面積当りの構造重量が大きいという問題があ
った。この構造重量については、神戸の震災以降、地震
力との関係から、軽減を望む要請が高まっている。一
方、実公平3−6731号に示されている屋根構造で
は、木毛(セメント)板等の下地材表面における断面略
三角形状のバックアップ材を発泡材で形成して変形の回
避と軽量化を計る工夫がなされ、また空気層を確保する
ために、下地材の左右側縁を垂木でそれぞれ支持して、
下地材が母屋材あるいは内下地材表面から浮いた状態に
して空気層を形成している。ところで、下地材はその左
右側縁を垂木で支持される構成であることにより、前記
負荷に対して所要の強度を要求されて、下地材そのもの
の軽量化は望めない。
For this reason, as an exterior structure which does not cause deformation and in which an air layer is provided, a lower plate as a backup is attached along with the back surface of the lateral roofing material, as shown in Japanese Patent Publication No. 59-3.
There is a structure as shown in No. 8382. Since the lower plate in this roof structure uses a member made of a material having a relatively high density and high bending strength, such as a wood wool (cement) plate,
On the other hand, although the requirements are satisfied, there is a problem that the structure weight per unit area is large although the weight of the lateral thatching material itself is small. Since the earthquake in Kobe, there has been an increasing demand for reduction of this structural weight in relation to the seismic force. On the other hand, in the roof structure shown in Japanese Utility Model Publication No. 3-6731, a backup material having a substantially triangular cross section on the surface of a base material such as a wood wool (cement) plate is formed of a foam material to avoid deformation and reduce weight. Measures have been made, and to secure an air layer, the left and right side edges of the base material are supported by rafters,
An air layer is formed with the base material floating above the surface of the main material or the inner base material. By the way, since the base material has a structure in which the right and left side edges are supported by rafters, a required strength is required for the load, and the weight of the base material itself cannot be expected.

【0004】[0004]

【発明が解決しようとする課題】解決しようとする課題
は、第1には、軽量構造でありながら、従来の高密度で
曲げ強度が高くて重量が大きい部材と同程度のバックア
ップ能力を有すると共に、断熱性そして外装材裏面の内
部結露防止能力が高い建築物の横葺外装構造を得ること
であり、第2には、さらに、外装材を損傷させることな
く上側から下側に迅速に施工することが可能である建築
物の横葺外装構造を得ることにある。
The first problem to be solved is, in spite of having a lightweight structure, having a backup capacity equivalent to that of a conventional member having a high density, a high bending strength and a large weight. The purpose is to obtain a building thatched roof exterior structure with high heat insulation and a high ability to prevent internal dew condensation on the backside of the exterior material. Secondly, the construction is performed quickly from top to bottom without damaging the exterior material. It is possible to obtain a building thatched roof structure.

【0005】[0005]

【課題を解決するための手段】本発明は前記した課題を
解決するため、建築躯体またはこれに相当する強度の基
部材上に、野地材を敷設し、前記野地材上に垂木とバッ
クアップ材を介して横葺外装材を葺く建築物の横葺外装
構造にあって、前記垂木は、桁行き方向に所定間隔をあ
けて軒棟方向に連続するよう前記建築躯体または基部材
に固定し、前記バックアップ部材は、表面側に前記横葺
外装材の有効幅に対応して外装材の裏面を受支する複数
の階段状部を有し、裏面側には軒棟方向に連続する複数
のトンネル状部を有する低密度の発泡樹脂素材からなる
と共に、前記固定された隣り合う垂木間に、前記バック
アップ部材を敷設してなることを特徴とする。また本発
明では、建築躯体またはこれに相当する強度の基部材上
に、野地材を敷設し、前記野地材上に垂木とバックアッ
プ材を介し、さらに前記横葺外装材の棟側加工部を同挿
入状態に保持可能な保持部を有する外装材保持部材を使
用して横葺外装材を葺く建築物の横葺外装構造にあっ
て、前記垂木は、桁行き方向に所定間隔をあけて軒棟方
向に連続するよう前記建築躯体または基部材に固定し、
前記バックアップ部材は、表面側に前記横葺外装材の有
効幅に対応して外装材の裏面を受支し且つその一部には
前記横葺外装材の棟側加工部の前記挿入を妨げない凹状
部を形成した複数の階段状部を有し、裏面側には軒棟方
向に連続する複数のトンネル状部を有する低密度の発泡
樹脂素材からなると共に、前記固定された隣り合う垂木
間に、前記バックアップ部材を敷設してなることを特徴
とする。
In order to solve the above-mentioned problems, the present invention lays a field material on a building frame or a base member having strength equivalent to this, and installs rafters and a backup material on the field material. In the lateral roofing structure of the building that roofs the lateral roofing material through, the rafter is fixed to the building frame or base member so as to be continuous in the eaves direction at a predetermined interval in the girder direction, The backup member has a plurality of stepped portions on the front surface side that support the back surface of the exterior material in correspondence with the effective width of the horizontal roofing material, and a plurality of tunnels continuous in the eaves direction on the back surface side. It is characterized in that it is made of a low-density foamed resin material having a shaped portion, and that the backup member is laid between the fixed adjacent rafters. Further, in the present invention, a field material is laid on a building frame or a base member having strength equivalent to this, and a rafter and a backup material are provided on the field material. In a horizontal thatch exterior structure of a building that uses an exterior material holding member having a holding portion that can be retained in an inserted state, the rafters are provided with a predetermined interval in the direction of the girder. Fixed to the building frame or base member so as to be continuous in the ridge direction,
The back-up member receives on the front surface side the back surface of the exterior material corresponding to the effective width of the horizontal-roof exterior material, and does not hinder the insertion of the ridge-side processed portion of the horizontal-roof exterior material in a part thereof. It has a plurality of stair-shaped portions forming concave portions, and is made of a low-density foamed resin material having a plurality of tunnel-shaped portions continuous in the eaves direction on the back side, and between the fixed adjacent rafters. The backup member is laid.

【0006】本発明における建築外装材は、表面化粧鋼
板、ラミネート鋼板、メッキ鋼板、ステンレス鋼板、ア
ルミ合金板、チタン合金板、銅板、真鍮版、鉛板等公知
の金属素材、及び炭素繊維積層板、硬質樹脂板等より成
形される。尚、素材が金属板の場合には、ロール成形ま
たはプレス成型、あるいは両者の組合せにより成形され
る。素材が非金属素材の場合には、主に型成型により成
形される。素材厚は、特に限定するものではないが、概
ね0.4乃至1.6mm程度である。また、建築外装材
は、前記各素材を組み合わせたり、略平坦状部に太陽電
池を貼り合わせた複合板であってもよい。建築外装材と
しては、横葺き屋根板または外壁すなわち横張りサイデ
ィング等が対象になる。尚、通常、横葺外装材は、3乃
至5m程度の長尺な定尺材として工場生産され、継手部
材などを用いた従来公知の接続手段により、長手方向
(一般に桁行き方向)の接続がなされる。但し、施工現
場に成型機を持ち込んで現場成形する場合には、所要長
さの1本の長尺材としてもよい。垂木は、木材、金属
材、金属材と断熱材を組み合わたもの等であり、この垂
木の割付間隔は、概ね330乃至550mmピッチで行
われる。
The building exterior material in the present invention is a known metal material such as surface decorative steel plate, laminated steel plate, plated steel plate, stainless steel plate, aluminum alloy plate, titanium alloy plate, copper plate, brass plate, lead plate, and carbon fiber laminated plate. , A hard resin plate or the like. When the material is a metal plate, it is formed by roll forming, press forming, or a combination of both. When the material is a non-metallic material, it is mainly formed by molding. The material thickness is not particularly limited, but is approximately 0.4 to 1.6 mm. In addition, the building exterior material may be a composite plate in which the above materials are combined or a solar cell is attached to a substantially flat portion. As a building exterior material, a thatched roof panel or an outer wall, that is, a horizontal siding, etc. is targeted. Normally, the lateral roofing exterior material is factory-manufactured as a long fixed length material having a length of about 3 to 5 m, and the connection in the longitudinal direction (generally the girder direction) can be made by a conventionally known connecting means using a joint member or the like. Done. However, when a molding machine is brought into a construction site to perform on-site molding, one long material having a required length may be used. The rafter is wood, a metal material, a combination of a metal material and a heat insulating material, and the like, and the rafter allocation interval is approximately 330 to 550 mm.

【0007】外装材保持部材は、メッキ鋼板、ステンレ
ス鋼板等のプレス成形品やロール成形品、アルミニウム
や硬質樹脂による押出成形品、セラミック等よりなる。
この外装材保持部材は、ピース材であっても、長尺材で
あってもよいが、長尺材の場合には、ロールまたは押出
成形によるのが効率的である。素材厚は、特に限定する
ものではないが、プレス及びロール成形品の場合、概ね
0.4乃至1.6mm、押出成形品の場合、概ね1.2
乃至2.5mm程度である。低密度のバックアップ材
は、ポリウレタン、ポリスチレン、フェノール等の公知
の発泡樹脂素材であり、具体的には、カサ比重が0.2
5乃至0.1程度のものになる。この種のバックアップ
材は、断熱性に優れるので、垂木が木材の場合や、下向
き略コ字形状の金属製で内部に断熱材を充填した構成の
場合、外装構造として高い断熱性が期待できる。また、
垂木を断面が略Z形やユ字形状の金属素材で形成する場
合、バックアップ材表面の一方の側部を挿入部として垂
木の凹部に挿入すれば同様の効果が期待できる。さらに
垂木を略倒H形状の金属素材で形成する場合には、バッ
クアップ材表面の両側部を挿入部とし、中央にスリット
を入れるなどすれば同様の効果が期待できる。尚、バッ
クアップ材は、発泡樹脂素材よりなるので、高断熱性で
あるが故の内部結露を生じても、繊維系断熱材のように
断熱性の低下を招くことがない。
The exterior material holding member is made of a press-formed product such as a plated steel plate or a stainless steel plate, a roll-formed product, an extruded product made of aluminum or a hard resin, or a ceramic.
This exterior material holding member may be a piece material or a long material, but in the case of a long material, it is efficient to use a roll or extrusion. The material thickness is not particularly limited, but is approximately 0.4 to 1.6 mm in the case of press and roll molded products, and is approximately 1.2 in the case of extrusion molded products.
To about 2.5 mm. The low-density backup material is a known foamed resin material such as polyurethane, polystyrene, and phenol, and specifically, has a bulk specific gravity of 0.2.
It will be about 5 to 0.1. Since this type of backup material has excellent heat insulating properties, high heat insulating properties can be expected as the exterior structure in the case where the rafter is made of wood, or in the case of a structure in which a downward facing substantially U-shaped metal is filled with the heat insulating material. Also,
When the rafter is formed of a metal material having a substantially Z-shaped or U-shaped cross section, the same effect can be expected by inserting one side of the backup material surface into the recess of the rafter as an insertion portion. Further, when the rafter is formed of a substantially inverted H-shaped metal material, the same effect can be expected by using both sides of the backup material surface as insertion portions and forming a slit in the center. Since the backup material is made of a foamed resin material, even if internal dew condensation occurs due to its high heat insulating property, the heat insulating property is not deteriorated unlike the fibrous heat insulating material.

【0008】そして、建築躯体及びこれに相当する強度
の基部材とは、木造、鉄骨造、コンクリート造等の建築
構造物において、釘、ビス、アンカー等の固着具が取付
可能な全ての建築躯体および基部材をいう。但し、前記
躯体上に敷設される野地材が、固着具が効く木片セメン
ト板やALC版等のボードの場合には、事実上、建築躯
体及びこれに相当する強度の基部材と野地材とは同一視
できる。したがって、通常、垂木は野地材を貫通して建
築躯体及びれに相当する強度の基部材に対して固定さ
れ、外装材は垂木に対して固定されるが、前記野地材が
基部材に相当する固定強度を有する場合には、例外的に
垂木及び外装材を野地材に固定してもよい。
[0008] The building frame and a base member having a strength equivalent to the building frame are all building frames to which fasteners such as nails, screws, and anchors can be attached in a building structure such as a wooden structure, a steel frame structure, or a concrete structure. And a base member. However, in the case where the field material laid on the frame is a wood chip cement board or a board such as an ALC plate for which a fastener is effective, in reality, the building frame and the base member and the field material having a strength equivalent to this are Can be identified. Therefore, normally, the rafter penetrates the field material and is fixed to the base member having a strength equivalent to that of the building frame and the exterior material is fixed to the rafter, but the field material corresponds to the base member. Exceptionally, the rafter and the exterior material may be fixed to the field material if they have a fixed strength.

【0009】[0009]

【発明の実施の形態】図1乃至図4には本発明の建築物
の横葺外装構造の実施の一形態として横葺屋根構造を例
示しており、躯体1上に敷設された野地材2上には垂木
3が桁行き方向に所定間隔をあけて軒棟方向に連続する
ように固着具4で配設固定されており、この隣り合う垂
木3間にはバックアップ材5がその棟側端部5aと軒側端
部5bを相互に接続状に敷設されている。そして、これら
の垂木3およびバックアップ材5上には横葺屋根板6が
敷設されており、各段の横葺屋根板6はそれぞれ棟側係
合部6aと軒側係合部6bが係合して接続していて、この係
合・接続状態に、垂木3に固定具8で取付固定された屋
根板保持部材7により固定されて葺かれている。
1 to 4 show a horizontal roof structure as an embodiment of a horizontal roof structure for a building according to the present invention. A field material 2 laid on a frame 1 is shown. The rafters 3 are arranged and fixed on the upper part by fasteners 4 at predetermined intervals in the direction of the girder so as to be continuous in the direction of the eaves. The portion 5a and the eaves side end portion 5b are laid so as to be connected to each other. Then, a horizontal roofing roof plate 6 is laid on the rafters 3 and the backup material 5, and the horizontal roofing roof boards 6 at each stage are engaged with the ridge side engaging portion 6a and the eaves side engaging portion 6b, respectively. In this engaged and connected state, the roof board holding member 7 attached and fixed to the rafter 3 by the fixing tool 8 is fixed and roofed.

【0010】垂木3は木材製で、野地材2を貫通する固
着具4で躯体1側に固定されており、その上面3aはバッ
クアップ材5の階段状部5cにおける垂直面部5d下端より
も低い位置関係にしていて、横葺屋根板6が上面3aに妨
げられず階段状部5cに密接し得るようにしてある。
The rafter 3 is made of wood and is fixed to the body 1 side by a fastener 4 penetrating the field material 2, and its upper surface 3a is located at a position lower than the lower end of the vertical surface portion 5d of the stepped portion 5c of the backup material 5. In this connection, the horizontal roofing plate 6 can be brought into close contact with the stepped portion 5c without being obstructed by the upper surface 3a.

【0011】バックアップ材5は低密度の発泡樹脂材か
らなる軒棟方向に長尺状のもので、表面側には横葺屋根
板6の有効幅に対応してその面板部6c裏面を受支する複
数(図面上では4段)の階段状部5cを有しており、軒側
端部5b下縁の接続凹部5eには棟側端部5aが潜入状に接続
していて、軒棟方向の各バックアップ材5における階段
状部5cが横葺屋根板6の有効幅に軒棟方向に連続して各
段の横葺屋根板6における面板部6cを受支している。ま
た、バックアップ材5は裏面側に軒棟方向に軒側端から
棟側端まで連続する複数(図面上では4条)の断面台形
状トンネル状部5fを有しており、各トンネル状部5fは軒
棟方向の各バックアップ材5におけるトンネル状部5fと
それぞれ相互に連通していて、軒棟方向の各バックアッ
プ材5全体で棟側と軒側に亘る連続空間Sを形成してい
る。そして、各トンネル状部5f間の脚部5gは野地材2表
面にそれぞれ載乗していて、連続空間Sを確保すると共
に横葺屋根板6への様々な負荷が各脚部5gに分散して作
用するようにしてある。このトンネル状部5fと脚部5gの
比率関係は、バックアップと断熱空間および内部結露防
止空間としての空間との双方の作用が満たされる範囲に
設定される。
The backup material 5 is made of a low-density foamed resin material and is long in the eaves ridge direction. The back surface of the backing board 6c is supported by the effective width of the horizontal roofing board 6 on the front side. It has a plurality of (4 steps in the drawing) stepped parts 5c, and the ridge-side end 5a is connected in an insidious manner to the connection recess 5e at the lower edge of the eaves-side end 5b. The stepped portions 5c of the respective backup materials 5 continuously receive the face plate portions 6c of the horizontal roofing boards 6 at the respective stages in the effective width of the horizontal roofing boards 6 in the eaves ridge direction. In addition, the backup material 5 has a plurality of trapezoidal tunnel-shaped portions 5f (four in the drawing) having a trapezoidal cross section that are continuous from the eaves-side end to the ridge-side end on the back side. Communicate with the tunnel-shaped portions 5f of the backup materials 5 in the eaves direction, respectively, and each backup material 5 in the eaves direction forms a continuous space S extending from the ridge side to the eaves side. The legs 5g between the tunnel-shaped portions 5f are respectively placed on the surface of the field material 2 to secure the continuous space S, and various loads on the lateral thatched roof plate 6 are distributed to the legs 5g. To work. The ratio relationship between the tunnel-shaped portion 5f and the leg portion 5g is set in a range in which the effects of both the backup and the heat insulating space and the space serving as the internal dew condensation preventing space are satisfied.

【0012】横葺屋根板6は金属製で、棟側表面に折り
返して形成してある棟側係合部6aと、軒側裏面に折り返
して形成してある軒側係合部6bと、両係合部6a,6b 間の
面板部6cからなり、各段における軒側の横葺屋根板6の
棟側係合部6aと棟側の横葺屋根板6の軒側係合部6bが係
合していて、この係合状態に屋根板保持部材7で保持さ
れて垂木3に固定されている。屋根板保持部材7は金属
製のピース部材で、固定部7aと、固定部7a軒側端に延設
されていて棟側係合部6aを保持可能に形成してある保持
部7bからなり、固定部7aを固定具8で垂木3の上面3aに
取付固定されて、保持部7bに棟側係合部6aを保持してい
る。
The horizontal roofing board 6 is made of metal, and has a ridge-side engaging portion 6a formed by folding back on the ridge-side surface, and an eave-side engaging portion 6b formed by folding back on the eaves-side rear surface. It is composed of a face plate portion 6c between the engaging portions 6a and 6b, and the ridge-side engaging portion 6a of the eave-side lateral thatch roof plate 6 and the eave-side engaging portion 6b of the ridge-side lateral roof roof plate 6 are engaged in each stage. The roof plate holding member 7 is held in this engaged state and is fixed to the rafter 3. The roof plate holding member 7 is a metal piece member, and includes a fixed portion 7a and a holding portion 7b extending from the fixed portion 7a to the eaves side end and capable of holding the ridge side engaging portion 6a. The fixing portion 7a is attached and fixed to the upper surface 3a of the rafter 3 by the fixing tool 8, and the ridge-side engaging portion 6a is held by the holding portion 7b.

【0013】これにより、低密度のバックアップ材5で
ありながら、各脚部5gが野地材2表面に載乗していて、
横葺屋根板6における面板部6c全面を階段状部5cで受支
してバックアップできると共に、この階段状部5cと背合
わせ状のトンネル状部5fが構造内に在って、その存在を
野地材2表面に載乗している各脚部5gで確保してあるた
め、トンネル状部5fを一体成形している製作上の利点が
あり、そして、バックアップ材5自体の構造重量を大幅
に軽減することができる。各バックアップ材5のトンネ
ル状部5fからなる連続空間Sが棟側と軒側との間に連通
しているから、断熱空間および内部結露防止空間として
高い効率を得られる。
As a result, each leg 5g is mounted on the surface of the base material 2 even though it is the low-density backup material 5,
The entire face plate portion 6c of the horizontal roofing board 6 can be supported by the stepped portion 5c for backing up, and the stepped portion 5c and the back-to-back tunnel-shaped portion 5f are present in the structure, and their existence is a field. Since each leg 5g mounted on the surface of the material 2 is secured, there is a manufacturing advantage that the tunnel-shaped part 5f is integrally molded, and the structural weight of the backup material 5 itself is significantly reduced. can do. Since the continuous space S consisting of the tunnel-shaped portion 5f of each backup material 5 communicates between the ridge side and the eaves side, high efficiency can be obtained as a heat insulating space and an internal dew condensation preventing space.

【0014】図5乃至図8には本発明の建築物の横葺外
装構造の実施の一形態として他の横葺屋根構造を例示し
ており、構成は前記した図1の態様のものと基本的に同
一であるため、共通している構成の説明を省略して、相
違する構成について説明する。垂木3は断面略門形状の
金属製のもので、金属製連結部材9を経て連結具10で躯
体1側に固定されている。バックアップ材5は左右側縁
の下縁に沿い凹欠部5hを形成しており、この凹欠部5hに
連結部材9の左右部分が収まるようにして、垂木3間の
野地材2表面に脚部5gが載乗した状態に敷設されてい
る。そして、バックアップ材5は階段状部5cにおける各
垂直面部5d下縁脇の面部分および上段側のバックアップ
材5の軒側端部5bと連なる面部分に凹状部5iをそれぞれ
形成してある。凹状部5iの大きさは、上段側の横葺屋根
板6における軒側係合部6bに下段側の横葺屋根板6にお
ける棟側係合部6aを係合するに際して、下段側の横葺屋
根板6を立てた状態から伏せてその棟側係合部6aを軒側
係合部6bの下側から保持部7bとの間の上側に挿入する動
きを妨げない態様にしてある。また、バックアップ材5
のトンネル状部5fは断面半円形状に形成してある。
FIG. 5 to FIG. 8 exemplify another side-roof structure as one embodiment of the side-roof exterior structure of a building according to the present invention. The structure is basically the same as that of the embodiment shown in FIG. Since they are the same, the description of the common configuration will be omitted, and the different configuration will be described. The rafter 3 is made of metal and has a substantially gate-shaped cross section, and is fixed to the body 1 side by a connecting tool 10 via a metal connecting member 9. The backup material 5 has a recessed portion 5h formed along the lower edges of the left and right side edges, and the left and right portions of the connecting member 9 are accommodated in the recessed portion 5h so that the legs 2 are attached to the surface of the field material 2 between the rafters 3. It is laid in the state that the part 5g is mounted. Further, the backup material 5 has concave portions 5i formed on the surface portion of the stepped portion 5c adjacent to the lower edge of each vertical surface portion 5d and on the surface portion connected to the eaves side end portion 5b of the upper backup material 5, respectively. The size of the concave portion 5i is such that, when the eaves side engaging portion 6b of the upper side roofing roof plate 6 is engaged with the ridge side engaging portion 6a of the lower side side roofing roof plate 6, The roof plate 6 is laid down from the standing state so that the movement of inserting the ridge-side engaging portion 6a into the upper side between the eaves-side engaging portion 6b and the holding portion 7b is not hindered. Also, backup material 5
The tunnel-shaped portion 5f is formed in a semicircular cross section.

【0015】これにより、図1の態様のものと同様の効
果があり、さらに、上段側の横葺屋根板6に対して下段
側の横葺屋根板6を反転させて、下段側の棟側係合部6a
を上段側の軒側係合部6bに係合することができ、横葺屋
根板6を上段側から下段側に葺ける。
As a result, the same effect as that of the embodiment of FIG. 1 can be obtained, and further, the lower side roofing roof plate 6 is inverted with respect to the upper side roofing roof plate 6, and the lower side building roof side is inverted. Engagement part 6a
Can be engaged with the eaves side engaging portion 6b on the upper stage side, and the side thatched roof plate 6 is roofed from the upper stage side to the lower stage side.

【0016】図9には本発明の建築物の横葺外装構造の
実施の一形態として他の横葺屋根構造を例示しており、
構成は前記した図1の態様のものと基本的に同一である
ため、共通している構成の説明を省略して、相違する構
成について説明する。垂木3は、断面長方形状の断熱樹
脂材3bと金属製の下部材3cおよび上部材3hからなり、下
部材3cは、断熱樹脂材3b下面に沿着している底部3d左右
に鍔部3eを水平状に延設すると共に、この左右の鍔部3e
から立ち上がって断熱樹脂材3b左右側面に沿着している
左右の立ち上げ部3f上端を内側斜め下向に折り返して爪
部3gを形成しており、この左右の爪部3gは断熱樹脂材3b
内に噛み合って一体化している。上部材3hは断熱樹脂材
3b上面に沿着している上部3i左右に折下げ部3jを垂設す
ると共に、断熱樹脂材3b左右側面に沿着している左右の
折下げ部3j下端を内側斜め上向に折り返して爪部3kを形
成しており、この左右の爪部3kは断熱樹脂材3b内に噛み
合って一体化している。そして垂木3は、底部3dおよび
鍔部3eが野地材2表面に安定して据わった状態に、その
底部3dを固着具4で躯体1側に固定され、上部材3hすな
わち上面3aには屋根板保持部材7が固定具8で取付固定
されている。バックアップ材5は左右側縁の下縁に沿い
凹欠部5hを形成しており、この凹欠部5hに垂木3の鍔部
3eがそれぞれ収まるようにして、垂木3間の野地材2表
面に脚部5gが載乗した状態に敷設されている。
FIG. 9 illustrates another lateral roof structure as an embodiment of the lateral roof structure for a building according to the present invention.
Since the configuration is basically the same as that of the aspect of FIG. 1 described above, the description of the common configuration will be omitted and a different configuration will be described. The rafter 3 is composed of a heat insulating resin material 3b having a rectangular cross section, a metal lower member 3c, and an upper member 3h. The lower member 3c has a bottom portion 3d along the lower surface of the heat insulating resin material 3b and a collar portion 3e on the left and right. It extends horizontally and the left and right collars 3e
And the heat-insulating resin material 3b is attached to the left and right sides of the heat-insulating resin material 3b.
It meshes inside and is integrated. Upper member 3h is a heat insulating resin material
Upper part 3i along the upper surface of 3b, and hanging parts 3j are hung vertically, and the lower ends of the left and right hanging parts 3j along the left and right side surfaces of the heat insulating resin material 3b are bent back inwardly and diagonally. The portion 3k is formed, and the left and right claw portions 3k are meshed with and integrated with the heat insulating resin material 3b. Then, the rafter 3 is fixed to the body 1 side by the fasteners 4 with the bottom portion 3d and the collar portion 3e stably installed on the surface of the base material 2, and the roof member is attached to the upper member 3h, that is, the upper surface 3a. The holding member 7 is attached and fixed by a fixture 8. The backup material 5 has a recessed portion 5h formed along the lower edges of the left and right side edges, and the collar portion of the rafter 3 is formed in the recessed portion 5h.
The legs 5g are laid on the surface of the field material 2 between the rafters 3 so that 3e can be accommodated therein.

【0017】これにより、図1の態様のものと同様の効
果があり、さらに、高断熱性を有するバックアップ材5
間における垂木3自体が断熱性に配慮した断熱樹脂材3b
との組合せ構造になっているため、熱橋を解消し、全体
としての断熱性に優れている。また、バックアップ材5
が凹状部5fを有する態様のものである場合には、図5の
態様のものと同様の効果がある。
As a result, the backup material 5 has the same effect as that of the embodiment shown in FIG. 1 and further has a high heat insulating property.
Insulation resin material 3b in which the rafter 3 itself in the space considers heat insulation
Since it has a combined structure with, it eliminates the thermal bridge and is excellent in heat insulation as a whole. Also, backup material 5
Has a concave portion 5f, the same effect as that of the embodiment of FIG. 5 can be obtained.

【0018】図10には本発明の建築物の横葺外装構造の
実施の一形態として他の横葺屋根構造を例示しており、
構成は前記した図9の態様のものと基本的に同一である
ため、共通している構成の説明を省略して、相違する構
成について説明する。垂木3は、断熱樹脂材3mと金属製
外被部3nからなり、外被部3nは断面門形状の左右下端を
内側に折り曲げて左右の口縁部3pを形成すると共に、こ
の左右口縁部3pから外側に折り返されて水平状に延びる
鍔部3qを有しており、外被部3n内には発泡樹脂を充填し
て断熱樹脂材3mを形成している。この垂木3は、鍔部3q
が野地材2表面に安定して据わった状態に、固着具4で
躯体1側に固定されている。これにより、図1の態様の
ものと同様の効果があり、またバックアップ材5が凹状
部5fを有する態様のものである場合には、図5の態様の
ものと同様の効果がある。
FIG. 10 illustrates another lateral thatch roof structure as one embodiment of the lateral thatched roof structure of the present invention.
Since the configuration is basically the same as that of the aspect of FIG. 9 described above, description of the common configuration will be omitted, and different configuration will be described. The rafter 3 is composed of a heat insulating resin material 3m and a metal jacket 3n. The jacket 3n bends the left and right lower ends of the cross-sectional gate shape inward to form the left and right rims 3p, and the left and right rims It has a collar portion 3q that is folded back outward from 3p and extends horizontally, and the outer covering portion 3n is filled with foamed resin to form a heat insulating resin material 3m. This rafter 3 has a collar 3q
Is fixed to the body 1 side with a fixing tool 4 in a state of being stably installed on the surface of the base material 2. Thereby, the same effect as that of the embodiment of FIG. 1 is obtained, and when the backup material 5 has the concave portion 5f, the same effect as that of the embodiment of FIG. 5 is obtained.

【0019】図11および図12には本発明の建築物の横葺
外装構造の実施の一形態として他の横葺屋根構造を例示
しており、構成は前記した図1の態様のものと基本的に
同一であるため、共通している構成の説明を省略して、
相違する構成について説明する。垂木3は金属板をロー
ル成形した断面ユ形状のもので、固定部3rを固着具4で
躯体1側に固定され、上面3aには屋根板保持部材7が固
定具8で取付固定されている。そして、垂木3における
上面3aと固定部3rと起立部3sで囲まれた嵌合凹部3tに
は、この嵌合凹部3tに嵌合可能に形成してあるバックア
ップ材5左側縁の挿入部5jが嵌合状に挿入している。バ
ックアップ材5は左右側縁の下縁に沿い凹欠部5hを形成
しており、この凹欠部5hに垂木3の固定部3rがそれぞれ
収まるようにして、垂木3間の野地材2表面に脚部5gが
載乗した状態に敷設されている。これにより、図1のも
のと同様の効果があり、バックアップ材5が凹状部5fを
有する態様(仮想線で示す)のものである場合には、図
5の態様のものと同様の効果がある。
FIG. 11 and FIG. 12 show another lateral roof structure as an embodiment of the lateral roof structure for a building according to the present invention. The structure is basically the same as that of the embodiment shown in FIG. Since they are the same, the description of the common configuration is omitted,
The different configuration will be described. The rafter 3 has a U-shaped cross section formed by roll-molding a metal plate, the fixing portion 3r is fixed to the body 1 side by a fixing tool 4, and the roof plate holding member 7 is fixed to the upper surface 3a by a fixing tool 8. . Then, in the fitting recess 3t surrounded by the upper surface 3a, the fixing portion 3r, and the standing portion 3s of the rafter 3, there is provided the insertion portion 5j on the left side edge of the backup material 5 which is formed so as to be fittable in the fitting recess 3t. Inserted in a mating form. The backup material 5 has a recessed portion 5h formed along the lower edges of the left and right side edges, and the fixing portions 3r of the rafters 3 are housed in the recessed portion 5h so that the surface of the field material 2 between the rafters 3 is covered. It is laid with the legs 5g on it. Thereby, the same effect as that of FIG. 1 is obtained, and when the backup material 5 has the concave portion 5f (shown by an imaginary line), the same effect as that of the embodiment of FIG. 5 is obtained. .

【0020】図13には本発明の建築物の横葺外装構造の
実施の一形態として他の横葺屋根構造を例示しており、
構成は前記した図11の態様のものと基本的に同一である
ため、共通している構成の説明を省略して、相違する構
成について説明する。垂木3は金属板をロール成形した
断面大略ユ形状のもので、固定部3rを固着具4で躯体1
側に固定されている。そして、垂木3における上面3aと
固定部3rと起立部3sで囲まれた嵌合凹部3tには、この嵌
合凹部3tに嵌合可能に形成してあるバックアップ材5左
側縁の挿入部5jが嵌合状に挿入している。これにより、
図11のものと同様の効果がある。
FIG. 13 illustrates another lateral roof structure as an embodiment of the lateral roof structure of a building according to the present invention.
Since the configuration is basically the same as that of the embodiment shown in FIG. 11, the description of the common configuration will be omitted and a different configuration will be described. The rafter 3 is formed by roll-forming a metal plate and has a roughly U-shaped cross section.
It is fixed to the side. Then, in the fitting recess 3t surrounded by the upper surface 3a, the fixing portion 3r, and the standing portion 3s of the rafter 3, there is provided the insertion portion 5j on the left side edge of the backup material 5 which is formed so as to be fittable in the fitting recess 3t. Inserted in a mating form. This allows
It has the same effect as that of FIG.

【0021】図14には本発明の建築物の横葺外装構造の
実施の一形態として他の横葺屋根構造を例示しており、
構成は前記した図11の態様のものと基本的に同一である
ため、共通している構成の説明を省略して、相違する構
成について説明する。垂木3は金属板をロール成形した
断面大略エ形状のもので、固定部3rを固着具4で躯体1
側に固定されている。そして、垂木3における上面3aと
固定部3rと起立部3sで囲まれた左右の嵌合凹部3tには、
この嵌合凹部3tにそれぞれ嵌合可能に形成してあるバッ
クアップ材5左右側縁の挿入部5jがそれぞれ嵌合状に挿
入している。これにより、図11のものと同様の効果があ
る。
FIG. 14 illustrates another lateral roof structure as an embodiment of the lateral roof structure of a building according to the present invention.
Since the configuration is basically the same as that of the embodiment shown in FIG. 11, the description of the common configuration will be omitted and a different configuration will be described. The rafter 3 is formed by roll-molding a metal plate and has a substantially E-shaped cross section.
It is fixed to the side. Then, in the right and left fitting recesses 3t surrounded by the upper surface 3a of the rafter 3, the fixing portion 3r, and the standing portion 3s,
The insert portions 5j on the left and right side edges of the backup material 5 which are respectively formed so as to be able to be fitted in the fitting concave portions 3t are inserted in a fitting manner. This has the same effect as that of FIG.

【0022】[0022]

【発明の効果】【The invention's effect】

A.請求項1により、低密度のバックアップ材でありな
がら、従来の高密度の矩形断面のボードによる外装材と
同様のバックアップ効果と、バックアップ材そのもの即
ち構造内にトンネル状部からなる空間を形成している製
作上の効果に加えて、構造重量を大幅に軽減することが
できる。前記空間は、断熱空間そして内部結露防止空間
としての作用を得ることができ、断熱性そして外装材裏
面の内部結露防止能力が高い建築物の横葺外装構造を得
られる。
A. According to claim 1, although it is a low-density backup material, a backup effect similar to that of a conventional high-density rectangular cross-section board exterior material, and a space formed by a tunnel-like portion are formed in the backup material itself, that is, the structure. In addition to the manufacturing effect, the structural weight can be significantly reduced. The space can act as a heat insulating space and an internal dew condensation preventing space, and a lateral roof structure for a building having a high heat insulating property and a high ability to prevent internal dew condensation on the back surface of the exterior material can be obtained.

【0023】B.請求項2により、低密度のバックアッ
プ材でありながら、従来の高密度の矩形断面のボードに
よる外装材と同様のバックアップ効果と、バックアップ
材そのもの即ち構造内にトンネル状部からなる空間を形
成する効果に加えて、構造重量を大幅に軽減することが
できる。前記空間は、断熱空間そして内部結露防止空間
としての作用を得ることができ、断熱性そして外装材裏
面の内部結露防止能力が高い建築物の横葺外装構造を得
られる。そして、階段状部には横葺外装材の裏面を受支
する面の一部にその外装材の棟側加工部の挿入を妨げな
い凹状部を形成してあるから、横葺外装材の棟側加工部
を凹状部を経て外装材保持部材まで挿入して、同挿入状
態に保持部で保持することができて、横葺外装材を、上
から下へ葺くことができる。それにより、外装材が屋根
の場合には、施工完了面にその後の作業で傷を付けたり
汚したりする可能性を大幅に減じられるし、壁の場合に
は足場の解体が早められるといった効果を得られる。
B. According to claim 2, although it is a low-density backup material, it has a backup effect similar to that of a conventional high-density rectangular cross-section board exterior material, and an effect of forming a space having a tunnel-like portion in the backup material itself, that is, in the structure. In addition, the structural weight can be significantly reduced. The space can act as a heat insulating space and an internal dew condensation preventing space, and a lateral roof structure for a building having a high heat insulating property and a high ability to prevent internal dew condensation on the back surface of the exterior material can be obtained. In addition, in the stepped portion, a concave portion is formed in a part of the surface that receives the back surface of the lateral thatch exterior material so as not to prevent the ridge-side processed portion of the exterior material from being inserted. The side processed portion can be inserted into the exterior material holding member through the concave portion and held by the holding portion in the same insertion state, and the lateral thatched exterior material can be roofed from top to bottom. As a result, if the exterior material is a roof, the possibility of scratching or soiling the completed surface in subsequent work is greatly reduced, and if it is a wall, the scaffolding can be disassembled earlier. can get.

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

【図1】 本発明の建築物の横葺外装構造の実施の一形
態として横葺屋根構造を例示している縦断側面図。
FIG. 1 is a vertical cross-sectional side view illustrating a lateral thatched roof structure as an embodiment of a lateral thatched roof structure of a building according to the present invention.

【図2】 図1の(2)−(2)縦断正面図。FIG. 2 is a vertical sectional front view of (2)-(2) of FIG.

【図3】 図2の(3)−(3)拡大縦断側面図。FIG. 3 is an enlarged vertical side view of (3)-(3) in FIG.

【図4】 バックアップ材の縮小斜視図。FIG. 4 is a reduced perspective view of a backup material.

【図5】 本発明の建築物の横葺外装構造の実施の一形
態として他の横葺屋根構造を例示している縦断側面図。
FIG. 5 is a vertical cross-sectional side view illustrating another lateral roof structure as an embodiment of the lateral roof structure for a building according to the present invention.

【図6】 図5の(6)−(6)縦断正面図。6 is a vertical sectional front view of (6)-(6) of FIG.

【図7】 図6の(7)−(7)拡大縦断側面図。FIG. 7 is an enlarged vertical side view of (7)-(7) in FIG. 6.

【図8】 バックアップ材の縮小斜視図。FIG. 8 is a reduced perspective view of a backup material.

【図9】 本発明の建築物の横葺外装構造の実施の一形
態として他の横葺屋根構造を例示している縦断正面図。
FIG. 9 is a vertical cross-sectional front view illustrating another lateral thatched roof structure as one embodiment of the lateral thatched roof structure of the present invention.

【図10】 本発明の建築物の横葺外装構造の実施の一形
態として他の横葺屋根構造を例示している部分拡大縦断
正面図。
FIG. 10 is a partially enlarged vertical front view illustrating another lateral thatch roof structure as an embodiment of the lateral roof structure for a building of the present invention.

【図11】 本発明の建築物の横葺外装構造の実施の一形
態として他の横葺屋根構造を例示している縦断正面図。
FIG. 11 is a vertical cross-sectional front view illustrating another lateral thatch roof structure as an embodiment of the lateral thatched roof structure of the present invention.

【図12】 バックアップ材の縮小斜視図。FIG. 12 is a reduced perspective view of a backup material.

【図13】 本発明の建築物の横葺外装構造の実施の一形
態として他の横葺屋根構造を例示している部分拡大縦断
正面図。
FIG. 13 is a partially enlarged vertical front view illustrating another lateral roof structure as an embodiment of the lateral roof structure for a building according to the present invention.

【図14】 本発明の建築物の横葺外装構造の実施の一形
態として他の横葺屋根構造を例示している部分拡大縦断
正面図。
FIG. 14 is a partially enlarged vertical sectional front view illustrating another lateral thatch roof structure as one embodiment of the lateral roof structure for a building of the present invention.

【符号の説明】[Explanation of symbols]

1 躯体 2 野地材 3 垂木 3a 垂木の上面 3b,3m 垂木の断熱樹脂材 3c 垂木の下部
材 3d 下部材の底部 3e 下部材の鍔
部 3f 下部材の立ち上げ部 3g 下部材の爪
部 3h 垂木の上部材 3i 上部材の上
部 3j 上部材の折下げ部 3k 上部材の爪
部 3n 垂木の外被部 3p 垂木の口縁
部 3q 垂木の鍔部 3r 垂木の固定
部 3s 垂木の起立部 3t 垂木の嵌合
凹部 4 固着具 5 バックアップ材 5a バックアッ
プ材の棟側端部 5b バックアップ材の軒側端部 5c バックアッ
プ材の階段状部 5d 階段状部の垂直面部 5e バックアッ
プ材の接続凹部 5f バックアップ材のトンネル状部 5g バックアッ
プ材の脚部 5h バックアップ材の凹欠部 5i バックアッ
プ材の凹状部 5j バックアップ材の挿入部 S 連続空間 6 横葺屋根板(横葺外装材) 6a 横葺屋根板の棟側係合部(棟側加工部) 6b 横葺屋根板の軒側係合部 6c 横葺屋根板
の面板部 7 屋根板保持部材(外装材保持部材) 7a 屋根板保持部材の固定部 7b 屋根板保持
部材の保持部 8 固定具 9 連結部材 10 連結具
1 frame 2 field material 3 rafter 3a rafter top 3b, 3m rafter insulation resin material 3c rafter lower member 3d lower member bottom 3e lower member collar 3f lower member rising part 3g lower member claw 3h rafter Upper member 3i Upper part of upper member 3j Folded part of upper member 3k Claw part of upper member 3n Rafter covering 3p Rafter edge 3q Rafter collar 3r Rafter fixing 3s Rafter standing 3t Rafter Fitting recess 4 Fastener 5 Backup material 5a End of ridge side of backup material 5b End of eaves side of backup material 5c Stepped portion of backup material 5d Vertical surface portion of stepped portion 5e Connection recess of backup material 5f Tunnel of backup material Section 5g Backup material leg 5h Backup material recess 5i Backup material recess 5j Backup material insertion section S Continuous space 6 Lateral roofing board (sideboard exterior material) 6a Lateral roofing board ridge Joint part (building side processing part) 6b Parts 6c horizontal 葺 shingle face plate 7 roof plate holding member (exterior member holding member) holding portion of the fixing portion 7b roof plate holding member 7a roof plate holding member 8 fixture 9 connecting member 10 coupling

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建築躯体またはこれに相当する強度の基
部材上に、野地材を敷設し、前記野地材上に垂木とバッ
クアップ材を介して横葺外装材を葺く建築物の横葺外装
構造にあって、前記垂木は、桁行き方向に所定間隔をあ
けて軒棟方向に連続するよう前記建築躯体または基部材
に固定し、前記バックアップ部材は、表面側に前記横葺
外装材の有効幅に対応して外装材の裏面を受支する複数
の階段状部を有し、裏面側には軒棟方向に連続する複数
のトンネル状部を有する低密度の発泡樹脂素材からなる
と共に、前記固定された隣り合う垂木間に、前記バック
アップ部材を敷設してなることを特徴とする建築物の横
葺外装構造。
1. A lateral roofing exterior of a building in which a field material is laid on a building frame or a base member having a strength equivalent to that of the building frame, and a roofing exterior material is roofed on the field material through a rafter and a backup material. In the structure, the rafter is fixed to the building frame or the base member so as to be continuous in the eaves direction with a predetermined interval in the girder direction, and the backup member is effective on the surface side of the horizontal roofing material. It has a plurality of stepped portions that support the back surface of the exterior material in correspondence with the width, and is made of a low-density foamed resin material having a plurality of tunnel-shaped portions continuous in the eaves direction on the back surface side, and A lateral thatching structure for a building, characterized in that the backup member is laid between adjacent fixed rafters.
【請求項2】 建築躯体またはこれに相当する強度の基
部材上に、野地材を敷設し、前記野地材上に垂木とバッ
クアップ材を介し、さらに前記横葺外装材の棟側加工部
を同挿入状態に保持可能な保持部を有する外装材保持部
材を使用して横葺外装材を葺く建築物の横葺外装構造に
あって、前記垂木は、桁行き方向に所定間隔をあけて軒
棟方向に連続するよう前記建築躯体または基部材に固定
し、前記バックアップ部材は、表面側に前記横葺外装材
の有効幅に対応して外装材の裏面を受支し且つその一部
には前記横葺外装材の棟側加工部の前記挿入を妨げない
凹状部を形成した複数の階段状部を有し、裏面側には軒
棟方向に連続する複数のトンネル状部を有する低密度の
発泡樹脂素材からなると共に、前記固定された隣り合う
垂木間に、前記バックアップ部材を敷設してなることを
特徴とする建築物の横葺外装構造。
2. A field material is laid on a building frame or a base member having a strength equivalent to that of the building frame, a rafter and a backup material are provided on the field material, and the ridge-side processing portion of the lateral thatch exterior material is the same. In a horizontal thatch exterior structure of a building that uses an exterior material holding member having a holding portion that can be retained in an inserted state, the rafters are provided with a predetermined interval in the direction of the girder. It is fixed to the building frame or the base member so as to be continuous in the ridge direction, the backup member supports the back surface of the exterior material corresponding to the effective width of the horizontal roofing exterior material on the front surface side, and part thereof It has a plurality of stair-like portions forming a concave portion that does not hinder the insertion of the ridge-side processed portion of the lateral roofing material, and has a low density having a plurality of tunnel-like portions continuous in the eaves direction on the back surface side. It is made of a foamed resin material, and the bag is placed between the fixed adjacent rafters. A lateral thatch structure for buildings, which is characterized by laying up a cuff member.
JP8092618A 1996-04-15 1996-04-15 Exterior building roofing structure Expired - Fee Related JP3061107B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8092618A JP3061107B2 (en) 1996-04-15 1996-04-15 Exterior building roofing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8092618A JP3061107B2 (en) 1996-04-15 1996-04-15 Exterior building roofing structure

Publications (2)

Publication Number Publication Date
JPH09279778A true JPH09279778A (en) 1997-10-28
JP3061107B2 JP3061107B2 (en) 2000-07-10

Family

ID=14059431

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8092618A Expired - Fee Related JP3061107B2 (en) 1996-04-15 1996-04-15 Exterior building roofing structure

Country Status (1)

Country Link
JP (1) JP3061107B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000282633A (en) * 1999-03-31 2000-10-10 Hekinan Tokushu Kikai Kk Roofing substrate material and roofing material using it
JP2000282631A (en) * 1999-03-30 2000-10-10 Gantan Beauty Ind Co Ltd Laterally roofing facing structure
JP2002038661A (en) * 2000-07-26 2002-02-06 Mitsubishi Kagaku Form Plastic Kk Heat insulating material for roof substrate
JP2002285683A (en) * 2001-01-16 2002-10-03 Kikkona Kk Heat insulation panel for roof
JP2007154426A (en) * 2005-11-30 2007-06-21 Sekisui Plastics Co Ltd Heat insulating roof structure, heat-insulating-plate fastening member for use in it, and fixing implement
JP2014080771A (en) * 2012-10-16 2014-05-08 Joto Kikai Seizo Kk Roofing material, and roof joint
JP2016204841A (en) * 2015-04-15 2016-12-08 ケイミュー株式会社 Roof substrate structure

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000282631A (en) * 1999-03-30 2000-10-10 Gantan Beauty Ind Co Ltd Laterally roofing facing structure
JP2000282633A (en) * 1999-03-31 2000-10-10 Hekinan Tokushu Kikai Kk Roofing substrate material and roofing material using it
JP2002038661A (en) * 2000-07-26 2002-02-06 Mitsubishi Kagaku Form Plastic Kk Heat insulating material for roof substrate
JP4576679B2 (en) * 2000-07-26 2010-11-10 株式会社ジェイエスピー Roof base insulation
JP2002285683A (en) * 2001-01-16 2002-10-03 Kikkona Kk Heat insulation panel for roof
JP4611574B2 (en) * 2001-01-16 2011-01-12 エコホームパネル株式会社 Thermal insulation panel for roof
JP2007154426A (en) * 2005-11-30 2007-06-21 Sekisui Plastics Co Ltd Heat insulating roof structure, heat-insulating-plate fastening member for use in it, and fixing implement
JP2014080771A (en) * 2012-10-16 2014-05-08 Joto Kikai Seizo Kk Roofing material, and roof joint
JP2016204841A (en) * 2015-04-15 2016-12-08 ケイミュー株式会社 Roof substrate structure

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