JP2513511B2 - Unit type thatched roof structure and its construction method - Google Patents
Unit type thatched roof structure and its construction methodInfo
- Publication number
- JP2513511B2 JP2513511B2 JP1265212A JP26521289A JP2513511B2 JP 2513511 B2 JP2513511 B2 JP 2513511B2 JP 1265212 A JP1265212 A JP 1265212A JP 26521289 A JP26521289 A JP 26521289A JP 2513511 B2 JP2513511 B2 JP 2513511B2
- Authority
- JP
- Japan
- Prior art keywords
- roof
- face plate
- rafter
- thatched roof
- ridge
- 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
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、建築構造物に適用されるユニット型横葺
き屋根構造に関する 更に詳しくは、システム化された垂木部材と横葺き屋
根板部材とを組み合せて構成する比較的簡易化された横
葺き形式による金属製のユニット型横葺き屋根構造及び
その施工法に係るものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application] The present invention relates to a unit type thatched roof structure applied to a building structure, more specifically, a systemized rafter member and a thatched roof plate member. The present invention relates to a unit type side-roof roof structure made of metal in a relatively simplified side-roof type configured in combination and a construction method thereof.
一般に、通常規模の建築構造物に適用されて各構成主
材に金属材料を用いた屋根構造としては、従来から、こ
れを大別して縦葺き形式による屋根構造と横葺き形式に
よる屋根構造とがある。Generally, as a roof structure applied to a normal-scale building structure and using a metal material for each main component, conventionally, there are two types of roof structures: a vertical roof type and a horizontal roof type. .
そして、通常の場合,これらの各形式共に、屋根構造
体を構成する小屋組みの棟方向に平行(以下,横方向と
も呼ぶ)して所定の屋根勾配を与えるべく配設された母
屋材上にあって、棟方向に直交(以下,縦方向とも呼
ぶ)して複数本の垂木部材を所定間隔で平行に固定配置
させる。In the normal case, each of these types is on a mainboard material that is arranged in parallel (hereinafter also referred to as a horizontal direction) with the building direction of the roof structure that constitutes the roof structure to give a predetermined roof slope. Then, a plurality of rafter members are fixedly arranged in parallel at a predetermined interval so as to be orthogonal to the ridge direction (hereinafter, also referred to as vertical direction).
そして、適宜,野地板などを介した状態で、前者の縦
葺き屋根構造においては、長手縦方向の両側部に側縁係
合部,中央部に面板部を有する縦葺き屋根板部材を用
い、隣接する各垂木部材の相互間において、この縦葺き
屋根板部材の複数枚を横方向に並列させた状態で直接,
又は、適宜に係合部材などを介在させて係合止着させる
ことにより、縦方向に葺き上げて構成する。Then, in a state where a floorboard or the like is appropriately interposed, in the former vertical thatched roof structure, a vertical thatched roof plate member having side edge engaging portions on both sides in the longitudinal and longitudinal directions and a face plate portion at the center is used. Between each adjacent rafter member, directly in the state that a plurality of the vertical roofing plate members are arranged in the horizontal direction,
Alternatively, it is configured to be vertically raised by appropriately engaging and fixing an interposing member such as an engaging member.
後者の横葺き屋根構造においては、長手横方向の両側
部に隣接同志で相互に係合可能な軒側係合部及び棟側係
合部,中央部に面板部を有する横葺き屋根板部材を用
い、各垂木部材間に跨って、この横葺き屋根板部材の複
数枚を縦方向に段差の低い階段状,又は鋸歯状をなすよ
うに段付き状態で相互に係合させ、かつ、内部側で適宜
に吊子部材を用いて引き留め止着させることにより、横
方向に葺き上げて構成したものである。In the latter side-roof structure, a side-roof roof member having an eaves-side engaging part and a ridge-side engaging part that can engage with each other adjacent to each other in the longitudinal and lateral directions, and a face plate part in the central part is used. Use a plurality of the thatched roof plate members, straddling each rafter member, in a stepwise manner with a low step in the vertical direction, or in a stepped manner so as to form a sawtooth shape, and Then, by appropriately using a suspender member to hold and fasten it, it is configured to be raised in the lateral direction.
しかして、前記のように葺き上げられる従来の縦葺き
屋根及び横葺き屋根の各構造は、一般的な通常規模の建
築構造物への適用上,それぞれに一長一短を有してお
り、対象となる建築構造物の目的用途及び周辺環境など
の各条件,ならびに外観形態などの要請に基づき任意に
選択して使用される。However, the conventional structures of the vertical roof and the horizontal roof, which are roofed as described above, have respective advantages and disadvantages in application to general ordinary-scale building structures, and are subject. It is arbitrarily selected and used based on various requirements such as the intended use of the building structure and the surrounding environment, as well as the demand for the external form.
ここで、この場合,横葺き屋根構造に用いる横葺き屋
根板部材については、これを縦葺き屋根構造の縦葺き屋
根板部材に比較するとき、構造上,屋根面に対する個個
の屋根板部材単体当りの被覆面積範囲が相対的に狭くな
っており、このためにその有効幅寸法(即ち,屋根面上
での葺き幅寸法に相当し、長手縦方向長さに該当する)
が小さくされ、これによって十分な構造強度及び効果的
な水捌け作用などに併せて、良好な外観意匠を得てい
る。Here, in this case, regarding the horizontal thatched roof plate member used for the thatched roof structure, when comparing this with the vertically thatched roof plate member of the vertically thatched roof structure, the individual roof plate members for the roof surface are structurally independent. The coverage area per hit is relatively narrow, which is why its effective width dimension (that is, it corresponds to the roof width dimension on the roof surface and corresponds to the longitudinal and longitudinal lengths)
Is reduced, and thereby a good appearance design is obtained in addition to sufficient structural strength and an effective water-repellent action.
しかしながら、一方で、前記構成による横葺き屋根構
造を比較的小規模の建築構造物,例えば、小型住宅,物
置小屋,バンガロー,バーベキューハウス,仮設建物な
どとか、屋外に開放された待ち合わせ場所,雨除け場所
などのように、比較的規模の小さい建築構造物に適用す
る場合には、前記した如く、用いられる横葺き屋根板部
材の有効幅が被覆面対応に狭くされているので、縦葺き
屋根板部材と構成部品数が同一ではあっても、単位面積
当りの葺き上げ作業工数が多くなるという不利があっ
た。However, on the other hand, the roof structure with the above-mentioned structure is used for relatively small building structures, such as small houses, storage sheds, bungalows, barbecue houses, temporary buildings, etc., meeting places open to the outdoors, and rain shelters. When applied to a relatively small-scale building structure such as a place, as described above, the effective width of the horizontal roofing shingle member used is narrowed corresponding to the covering surface, so that the vertical roofing shingle is used. Even if the number of members and components is the same, there is a disadvantage that the number of steps of roofing work per unit area increases.
又、その構造上,縦方向の上下で軒側係合部と棟側係
合部とを係合させてハゼ組み構成にすることから、必然
的に有効幅範囲の面板部裏面側に空間部が形成され、外
部から加えられる正圧によって対応する面板部に撓みを
生じ易かった。Further, because of its structure, the eaves side engaging portion and the ridge side engaging portion are engaged with each other vertically in the vertical direction to form a goby assembly structure, so that a space portion is inevitably formed on the back surface side of the face plate portion within the effective width range. Was formed, and it was easy for the corresponding face plate portion to bend due to the positive pressure applied from the outside.
従って、これを防止するためには、葺き上げの各段毎
に同裏面側をバックアップするいわゆる,バックアップ
材(木毛セメント板,ウレタン発泡板など)を野地板な
どとは別に挟入する必要があった。Therefore, in order to prevent this, it is necessary to insert a so-called backup material (wood wool cement board, urethane foam board, etc.) that backs up the back side for each step of thatching, separately from the field board. there were.
又、長手横方向の端部間の接合にも捨て板などの接合
部材を必要とするもので、これらの結果,通常規模の建
築構造物でのように、各部に十分な雨水の浸入防止など
の対策を講じなければないない場合はともかくとして、
このようなある程度までの簡略化が許容される比較的小
規模な建築構造物に対し、従来から用いられている横葺
き屋根と同様な構造を適用するときは、施工時の作業工
数の増加を含めてコストアップを招く要因になってい
た。In addition, joining members such as a discard plate are also required for joining between the longitudinal and lateral ends, and as a result, sufficient infiltration of rainwater into each part is prevented, as in a normal-scale building structure. If you have to take the measures of
When applying a structure similar to the traditional thatched roof to a relatively small-scale building structure that can be simplified to some extent, increase the number of man-hours required for construction. Including it, it became a factor to invite cost increase.
この発明は、従来のこのような問題点を改善しようと
するものであって、その目的とするところは、比較的小
規模の建築構造物に横葺き屋根構造を適用する場合,そ
の構成主部材をユニット化して、施工の際の作業性の向
上,コストの低減化を図り、併せて、構造強度ならびに
外観意匠性に優れた,この種のユニット型横葺き屋根構
造及びその施工法を提供することである。SUMMARY OF THE INVENTION The present invention is intended to solve the above-mentioned conventional problems, and an object of the present invention is to apply a thatched roof structure to a comparatively small-scale building structure, in which a main constituent member thereof is used. We provide a unit-type thatched roof structure of this kind that is superior in structural strength and appearance design, and its construction method, by improving the workability during construction and reducing the cost by unitizing the That is.
前記目的を達成させるため、請求項1に記載の発明
は、底部及び左右各側部を有して溝型にされ、各側部の
上部の葺上げピッチ間隔に対応する各屋根板係合箇所
に、屋根板相互の係合段差対応の軒側段差で左右各段差
面及びこれらの各段差面の上部に突出する各圧入係止部
を残して、前記各側部を内側又は外側に折曲して左右各
面板受支部をそれぞれ階段状又は鋸歯状に形成してな
り、各母屋材上に所定のピッチ間隔で配設される垂木部
材と、長手横方向に前記配設ピッチ間隔と同一又は整数
倍の有効長を有し、かつ、短手縦方向に前記葺上ピッチ
間隔に一致する有効幅の中央面板部を残して、一方の側
縁部に棟側係合部を、他方の側縁部に軒側係合部をそれ
ぞれ隣接相互間で係合可能に形成する横葺き屋根板部材
とを備え、前記中央面板部の裏面側を前記左右各面板受
支部で受支し、かつ、前記各圧入係止部に横葺き屋根板
部材の棟側係合部を係止させると共に、溝上部で横葺き
屋根板部材の中央面板部の端面相互を突き合わせるよう
にして、前記垂木部材上に横葺き屋根板部材を係止した
ことを特徴とする。In order to achieve the above-mentioned object, the invention according to claim 1 is a groove type having a bottom portion and left and right side portions, and each roof plate engaging portion corresponding to a roof pitch interval at an upper portion of each side portion. In addition, at the eave-side steps corresponding to the engaging steps of the roof plates, the left and right step surfaces and the press-fit locking portions projecting above the step surfaces are left, and the side sections are bent inward or outward. Then, the left and right face plate receiving and supporting portions are respectively formed in a staircase shape or a sawtooth shape, and rafter members arranged on each purlin material at a predetermined pitch interval, and the same as the arrangement pitch interval in the longitudinal and lateral directions or A ridge-side engaging part is provided on one side edge, and a ridge-side engaging part is provided on the other side, which has an effective length that is an integral multiple, and leaves a central face plate part with an effective width that matches the above-pitch pitch interval in the lateral longitudinal direction. The eaves side engaging part is formed on the edge part so that the eaves side engaging parts can be engaged with each other, respectively, and the central face plate part. The back side is supported by each of the left and right face plate receiving and supporting portions, and the ridge-side engaging portion of the side-roofing roof plate member is locked to each press-fitting locking portion, and the center of the side-roofing roof plate member is located above the groove. It is characterized in that a side-roofing roof plate member is locked on the rafter member such that the end faces of the face plate portion are butted against each other.
また、請求項2に記載の発明は、請求項1に記載の垂
木部材と横葺き屋根板部材を用いたユニット型横葺き屋
根構造の施工法であって、前記垂木部材を、各母屋材上
に所定のピッチ間隔で配設し、下段側横葺き屋根板部材
の中央面板部の裏面側を左右各面板受支部で受支し、前
記各圧入係止部に前記下段側横葺き屋根板部材の棟側係
合部を係止させ、その後、前記垂木部材の溝上部で前記
下段側横葺き屋根板部材の中央面板部の端面相互を突き
合わせ、更に、上段側横葺き屋根板の軒側係合部を前記
棟側係合部に係合させることを特徴とする。The invention according to claim 2 is a construction method of a unit type thatched roof structure using the rafter member and the thatched roof plate member according to claim 1, wherein the rafter member is provided on each purlin material. Are arranged at a predetermined pitch, and the back side of the central face plate of the lower-side lateral thatched roof plate member is supported by the left and right face plate receiving portions, and the lower-side lateral thatched roof plate member is supported by each press-fitting locking portion. The ridge-side engaging portion of the rafter member is locked, and then the end faces of the central face plate portions of the lower tier side thatched roof plate members are butted against each other at the groove upper portion of the rafter member, and further, the eaves side engagement of the upper tier side thatched roof plate. The joining portion is engaged with the ridge-side engaging portion.
請求項1に係る発明のユニット型横葺き屋根構造で
は、吊子部材の代わりに左右各段差面の上部に突出する
各圧入係止部を設け、この各圧入係止部に横葺き屋根板
部材の棟側係合部を係止させる構造であるので、別部材
としての吊子部材を用意することなく、横葺き屋根板部
材を設定された所定の葺き上げピッチ間隔通りに正確に
位置づけることができ、かつ、横葺き屋根板部材を垂木
部材に確実に係止することができる。In the unit type thatched roof structure of the invention according to claim 1, instead of the hanger member, each press-fitting locking portion projecting to the upper part of each of the left and right step surfaces is provided, and each press-fitting locking portion has a lateral thatched roof plate member. Since it has a structure that locks the ridge-side engaging portion, it is possible to accurately position the side thatched roof plate member at the set predetermined pitching pitch interval without preparing a suspension member as a separate member. In addition, the lateral thatched roof plate member can be securely locked to the rafter member.
また、左右各段差面及びこれらの各段差面の上部に突
出する各圧入係止部を残して、前記各側部を内側又は外
側に折曲して左右各面板受支部をそれぞれ階段状又は鋸
歯状に形成してなる垂木部材であるので、横葺き屋根板
部材の中央面板部の裏面側を前記左右各面板受支部で受
支することができ、各面板受支部によつて裏面側から十
分に補強支持しているために、外圧による中央面板部の
撓みなどを良好に解消できる。Also, leaving the left and right step surfaces and the press-fitting locking portions projecting above the step surfaces, the side portions are bent inward or outward, and the left and right face plate support portions are respectively stepped or sawtoothed. Since it is a rafter member formed in a shape, the back surface side of the central face plate portion of the thatched roof plate member can be supported by each of the left and right face plate receiving and supporting portions, and it is sufficient from the back surface side by each face plate receiving and supporting portion. Since it is reinforced and supported, it is possible to favorably eliminate the bending of the central face plate portion due to external pressure.
しかも、構造的にも極めて簡単で容易かつ、安価な横
葺き屋根構造を提供し得る。Moreover, it is possible to provide an inexpensive and thatched roof structure that is structurally very simple and easy.
一方、請求項2に係る発明のユニット型横葺き屋根構
造の施工法では、左右各段差端面の上部に突出する各圧
入係止部に下段側横葺き屋根板の棟側係合部のスプリン
グバックを利用して圧入するという極めて単純な作業操
作により確実、かつ、自動的に横葺き屋根板部材を垂木
部材に係止できる。On the other hand, in the construction method for a unit type thatched roof structure of the invention according to claim 2, on the other hand, the springback of the ridge side engagement portion of the lower side thatched roof plate is provided at each press-fitting locking portion projecting above the left and right step end faces. By using an extremely simple work operation of press-fitting by utilizing, the side-roofing roof plate member can be automatically and securely locked to the rafter member.
従って、横葺き屋根板を葺き上げた状態では、これら
の各横葺き屋根板が設定された所定の葺き上げピッチ間
隔通りに正確に維持されて、何らの熟練も必要としな
い。Therefore, in the state in which the side-roofing roof boards are raised, each of the side-roofing roof boards is accurately maintained at the set predetermined roofing pitch interval, and no skill is required.
さらに請求項1に係る発明或いは請求項2に係る発明
により施工させたユニット型横葺き屋根構造では、横葺
き屋根板部材の突き合せ部から浸入する雨水などは、垂
木部材の溝内を流下して排水される。Furthermore, in the unit type thatched roof structure constructed according to the invention of claim 1 or the invention of claim 2, rainwater or the like entering from the abutting portion of the thatched roof plate member flows down in the groove of the rafter member. Drained.
以下,この発明に係るユニット型横葺き屋根構造の一
実施例につき、第1図ないし第9図を参照して詳細に説
明する。Hereinafter, an embodiment of a unit type thatched roof structure according to the present invention will be described in detail with reference to FIG. 1 to FIG.
第1図はこの実施例に係るユニット型横葺き屋根構造
の構成部材となる垂木部材を取り出して示す斜視図及び
全体概念図、第2図はこの実施例に係るユニット型横葺
き屋根構造の概要構成を示す縦断側面図、第3図は同上
の横断正面図である。FIG. 1 is a perspective view and an overall conceptual view showing a rafter member, which is a constituent member of a unit type thatched roof structure according to this embodiment, and FIG. 2 is an outline of a unit type thatched roof structure according to this embodiment. FIG. 3 is a vertical sectional side view showing the configuration, and FIG. 3 is a transverse front view of the same.
又第4図及び第5図は同様に横葺き屋根板部材及び吊
子部材を取り出して示すそれぞれに斜視図、第6図
(a),(b),(c),(d)は、それぞれ端縁折曲
部のその他の具体例を示す断面図、第7図は同上垂木部
材の別例を示す部分斜視図であり、更に、第8図は同上
葺き上げられたユニット型横葺き屋根構造の態様を示す
平面説明図、第9図(a)ないし(d)は同上ユニット
型横葺き屋根構造での母屋材に対する垂木部材の各別の
取付け状態を示すそれぞれに部分断面図である。Similarly, FIG. 4 and FIG. 5 are perspective views respectively showing the roofing roof board member and the suspension member in the same manner, and FIGS. 6 (a), (b), (c) and (d) are respectively, Sectional drawing which shows the other specific example of an edge bending part, FIG. 7 is a partial perspective view which shows another example of the same rafter member, and FIG. 8 is the unit type side-roof structure which was raised as above. 9 (a) to 9 (d) are partial cross-sectional views each showing a different mounting state of the rafter members to the main material in the unit type horizontal roof structure.
即ち,これらの第1図ないし第5図構成において、こ
の実施例によるユニット型横葺き屋根構造は、共に金属
鋼板をプレス成形,又はロール成形,或いはこれらを併
用した成形,もしくは適宜に押し出し成形後のプレス成
形などによって所定形状に成形された各構成部材、即
ち,屋根構体面を構成する小屋組みの棟方向に平行,つ
まり、横方向に平行して所定の屋根勾配を与えるべく配
設された各母屋材(A)上で、棟方向に直交,つまり、
縦方向に所定のピッチ間隔によって平行に固定配置され
る厚目の金属鋼板製とした垂木部材(11)と、これらの
各垂木部材(11)上に直接受支されて、下段軒側から上
段軒側にかけ、所定のピッチ間隔によってそれぞれに葺
き上げられるやや薄目の金属鋼板製とした横葺き屋根板
部材(31)と、これらの各横葺き屋根板部材(31)を葺
き上げ位置毎に各垂木部材(11)上で個個に引留め係止
する同様に厚目の金属鋼板製とした吊子部材(51)とか
ら構成されている。In other words, in the configurations of FIGS. 1 to 5, the unit type roof structure of this embodiment has a structure in which a metal steel plate is press-formed or roll-formed, or a combination thereof, or after extrusion molding as appropriate. Each component formed into a predetermined shape by press molding or the like, that is, each component arranged to give a predetermined roof gradient parallel to the ridge direction of the hut assembly forming the roof structure surface, that is, parallel to the horizontal direction. On the purlin material (A), it is orthogonal to the ridge direction,
The rafter members (11) made of thick metal steel plates fixedly arranged in parallel in the longitudinal direction at a predetermined pitch interval and directly supported on each of these rafter members (11), and from the lower eaves to the upper eaves side. The roofing roof board members (31) made of a slightly thin metal steel plate that can be raised up to the eaves side at predetermined pitch intervals, and each of these roofing roof board members (31) for each roofing position. The suspension member (51) is also made of a thick metal steel plate and is retained and locked individually on the rafter member (11).
しかして、前記垂木部材(11)は、第3図に示されて
いるように、底部(12)及び両側に立ち上げた左右の各
側部(13),(14)を有して横断面上開き略コ字状の溝
型にされると共に、これらの各側部(13),(14)の上
部にあって、前記各横葺き屋根板部材(31)の葺き上げ
ピッチ間隔に対応する各屋根板係合箇所(11A)に、同
各横葺き屋根板部材(11)相互間の係合段差に対応する
軒側段差hで左右の各段差面(15),(16)をそれぞれ
階段状,又は鋸歯状に残すようにして、左右の各面板受
支部(17),(18)を内側へ対向折曲して形成させ、か
つ、溝内部にあっては、雨水などを流下させる樋空間
(19)を形成してある。As shown in FIG. 3, the rafter member (11) has a bottom portion (12) and left and right side portions (13) and (14) which are raised on both sides and has a cross section. The groove is formed in a substantially U-shaped upper opening, and is located above each of the side portions (13) and (14) and corresponds to the pitching pitch of the roofing roof plate members (31). Steps (15) and (16) on the left and right are stepped on the eaves-side step h corresponding to the engaging step between the roofing roof board members (11) at each roof board engaging point (11A). -Shaped or saw-tooth-shaped left and right face plate receiving and supporting portions (17), (18) are formed by being bent inward facing each other, and rainwater, etc., flow down inside the groove. It forms a space (19).
又、前記横葺き屋根板部材(31)は、第4図に示され
ているように、葺き上げ状態で棟方向に平行して対応さ
れる長手横方向にあって、前記垂木部材(11)の配設ピ
ッチ間隔pと同一又は整数倍の有効長1(p)を有す
る。Further, as shown in FIG. 4, the lateral thatched roof plate member (31) is in the longitudinal transverse direction which is parallel to the ridge direction in the roofing state, and the rafter member (11) is provided. Has an effective length 1 (p) that is the same as or an integer multiple of the arrangement pitch interval p.
また、葺き上げ状態で棟方向に直交して対応される短
手縦方向にあって、葺き上げピッチ間隔に一致する有効
幅wの中央面板部(32)を残し、一方の側縁部に棟側係
合部(33),他方の側縁部に軒側係合部(34)をそれぞ
れに成形させると共に、その長手横方向の両端部にあっ
て、隣接相互間での棟側係合部(33)に対する軒側係合
部(34)の係合のための作業に支障をきたさないよう
に、下方へ縁曲げ折曲するなどの手段によって端縁折曲
部(39),(40)を形成し、この突き合わせ端面から棟
側係合部(33)及び軒側係合部(34)の各内部への雨水
などの浸入を可及的に排除し得るようにして形成する。Further, in the short lengthwise direction which is orthogonal to the ridge direction in the roofing state, the center face plate part (32) having an effective width w matching the roofing pitch interval is left, and the ridge is formed on one side edge. The side engaging portion (33) and the eaves side engaging portion (34) are respectively formed on the other side edge portions, and at both ends in the longitudinal and lateral directions thereof, the ridge side engaging portions between adjacent ones. The edge bending portions (39), (40) are bent downward by means such as bending so as not to hinder the work for engaging the eaves side engaging portion (34) with the (33). Is formed so that rainwater and the like can be prevented from entering from the abutting end surfaces into the insides of the ridge side engaging portion (33) and the eaves side engaging portion (34) as much as possible.
尚、この端縁折曲部(39),(40)の形状は、第4図
の他に第6図(a),(b),(c),(d)に示すよ
うに各種の形状が考えられ、又、端縁折曲部(39),
(40)の突き合わせ端面には、止水及び伸縮対応のた
め、ゴム,樹脂等の弾性材を配してもよい。The edge bent portions (39) and (40) have various shapes as shown in FIGS. 6 (a), (b), (c) and (d) in addition to FIG. Is considered, and the edge bending part (39),
An elastic material such as rubber or resin may be arranged on the abutting end faces of the (40) for waterproofing and expansion / contraction.
ここで、前記横葺き屋根板部材(31)における短手縦
方向両側の棟側係合部(33)及び軒側係合部(34)につ
いては、葺き上げに際し各横葺き屋根板部材(31)を隣
接させたとき、相互間で所定の係合段差によって係合可
能にした構成であればよく、この場合,特に、その係合
構成に限定を受けるものではない。Here, with respect to the ridge-side engaging portions (33) and the eaves-side engaging portions (34) on both sides in the lateral direction of the horizontal roofing roof plate member (31), each horizontal roofing roof plate member (31) when the roof is raised. 2) are adjacent to each other and can be engaged with each other by a predetermined engagement step, and in this case, the engagement configuration is not particularly limited.
具体的な係合構成の一例として、前者の棟側係合部
(33)については、係合のために上方内側に折返された
端部折返し係合部(35)と、この端部折返し係合部(3
5)から上方内側に膨出させた上部引留め部(36)とを
形成すると共に、その両端部の一部を係合の妨げになら
ないように切欠き部(33a),(33b)としている。As an example of a specific engagement structure, regarding the former ridge-side engagement portion (33), the end-folded engagement portion (35) folded back inward for engagement and the end-folded engagement member. Joint part (3
The upper retaining portion (36) bulging upward from 5) is formed, and notches (33a) and (33b) are formed so that a part of both ends thereof does not hinder the engagement. .
又、後者の軒側係合部(34)については、下方へ折曲
されて前記上部引留め部(36)を内部に包括し得るよう
にした前縁垂下部(37)と、この前縁垂下部(37)から
内側に折曲されて前記端部折返し部(35)に挿入係合し
得るようにした一部に上方への膨出部(38a)のある端
部係合縁部(38)とを形成してある。Further, the latter eaves side engaging portion (34) is bent downward to include the front edge hanging portion (37) capable of including the upper retaining portion (36) therein, and the front edge hanging portion (37). An end engaging edge portion having an upward bulging portion (38a) in a part which is bent inward from the hanging portion (37) so as to be insertably engageable with the end folding portion (35) ( 38) and are formed.
更に、前記吊子部材(51)は、第5図に示されている
ように、前記垂木部材(31)における各段差面(15),
(16)の基部に近付けた左右の各面板受支部(17),
(18)間に跨って止めビス(B)などにより取付けられ
る取付け基板部(52)と、前記横葺き屋根板部材(31)
での棟側係合部(33)の上部引留め部(36)を咬止して
引留める咬止部(53)とからなっている。Further, as shown in FIG. 5, each of the suspension members (51) has a step surface (15) in the rafter member (31).
Left and right face plate support parts (17), which are close to the base of (16),
(18) A mounting board part (52) that is mounted between the mounting screws (B) and the like, and the roofing member (31) that has the horizontal roof.
The ridge-side engaging part (33) of the ridge side has a clenching part (53) for clenching and retaining the upper retaining part (36).
尚、前記所定の屋根勾配を与えて配設されている各母
屋材(A)に対する各垂木部材(11)の取付け固定態様
の数例を、第9図(a)ないし(d)に示す。9 (a) to 9 (d) show several examples of how the rafter members (11) are attached and fixed to the respective purlin members (A) provided with the predetermined roof gradient.
第9図(a)は垂木部材(11)での左右の各側部(1
3),(14)に取付け穴(22),(23)をそれぞれに形
成しておき、母屋材(A)上に固定される各固定金具
(71),(71)により取付ける手段を示している。FIG. 9 (a) shows the left and right sides (1) of the rafter member (11).
3) and (14) are provided with mounting holes (22) and (23) respectively, and the means for mounting with the respective fixing metal fittings (71) and (71) fixed on the main building material (A) are shown. There is.
第9図(b)は同各側部(13),(14)の下部に取付
けフランジ部(24),(25)をそれぞれに折返し形成し
ておき、母屋材(A)上に固定される各固定金具(7
2),(72)により取付ける手段を示している。FIG. 9 (b) shows that the mounting flanges (24) and (25) are formed by folding back at the lower portions of the side parts (13) and (14), respectively, and are fixed on the purlin material (A). Each fixing bracket (7
2) and (72) show the means of attachment.
第9図(c)は垂木部材(11)での底部(12)の中央
に突条部(26)を上方に突出させて条設しておき、この
突条部(26)を通して取付けビス又はボールト(73)に
より取付ける手段を示している。In FIG. 9 (c), a protrusion (26) is provided at the center of the bottom (12) of the rafter member (11) so as to project upward, and a mounting screw or a screw is passed through the protrusion (26). The means for mounting is shown by the vault (73).
第9図(d)は同底部(12)の中央に下面が逆蟻溝状
をした突条部(27)を上方に突出させて条設しておき、
この突条部(27)の逆蟻溝状凹部内を利用して、対応形
状の頭部をもつ取付けボールト・ナット(74)により取
付ける手段を示している。これらの各取付け手段によれ
ば、垂木部材(11)の溝内部を流下する雨水などの流れ
を妨げずに、かつ、又母屋材(A)側への漏水を防止し
た取付けが可能である。FIG. 9 (d) shows a projecting ridge (27) having an inverted dovetail-shaped lower surface formed at the center of the bottom (12) so as to protrude upward.
The means for mounting by means of the mounting vault nut (74) having the head of the corresponding shape is shown, utilizing the inside of the inverted dovetail-shaped recess of the ridge (27). According to each of these mounting means, it is possible to mount the rafter member (11) without impeding the flow of rainwater or the like flowing down inside the groove and preventing the water leakage to the purlin (A) side.
従って、前記実施例による各部材の構成においては、
第1図,第2図に示されているように、各母屋材(A)
上にあって、個個の各垂木部材(11),(11)を所定の
ピッチ間隔pによりそれぞれに配設固定させておき、こ
の状態で、まず最初に、相互に隣接する各垂木部材(1
1),(11)の下段側での左右の各面板受支部(17),
(18)を通し、かつ、その長手方向中央部間に跨らせた
状態で、下段側の横葺き屋根板部材(31)を受支させ
る。Therefore, in the configuration of each member according to the above embodiment,
As shown in FIGS. 1 and 2, each purlin material (A)
The individual rafter members (11), (11) on the upper side are arranged and fixed to the rafter members (11), (11) at a predetermined pitch interval p. In this state, first, the rafter members adjacent to each other ( 1
1), left and right face plate support parts (17) on the lower side,
The lower side thatched roof plate member (31) is supported while passing through (18) and straddling the longitudinal center portions thereof.
そして、この状態のままで、これらの相互に隣接する
各垂木部材(11),(11)での各段差面(15),(16)
の基部に近付けた左右の各面板受支部(17),(18)間
に跨るようにして、吊子部材(51)の取付け基板部(5
2)を止めビス(B),(B)などでそれぞれに取付け
ると共に、前記受支配置されている下段側の横葺き屋根
板部材(31)での棟側係合部(33)の上部引留め部(3
6)を引留め咬止部(53)により咬止して引留め係止さ
せる。Then, in this state, the step surfaces (15) and (16) of the rafter members (11) and (11) adjacent to each other are provided.
The left and right face plate receiving and supporting portions (17) and (18) which are close to the base of the suspension member (51) are mounted on the mounting substrate portion (5).
2) is attached to each of them with fastening screws (B), (B), etc., and the upper pulling of the ridge side engaging part (33) of the lower step side thatched roof plate member (31) which is supported and supported. Fastening part (3
6) bite and hold by the holding bite part (53).
更に、この下段側の横葺き屋根板部材(31)に対して
は、その長手横方向で同一段の横葺き屋根板部材(31)
を、中央面板部(32)の端部での各端縁折曲部(39),
(40)の相互を突き合わせるように連接させて、順次,
全く同様にして引留め係止させる。Furthermore, with respect to the lower that side roofing roof plate member (31), the horizontal thatching roof plate member (31) at the same stage in the longitudinal and lateral directions thereof.
At each end edge bent portion (39) at the end of the central face plate portion (32),
(40) are connected so that they face each other, and sequentially,
Lock and lock in exactly the same way.
即ち,この場合には、1個の吊子部材(51)によっ
て、同一段で連接される各横葺き屋根板部材(31),
(31)の隣接する相互を同時に引留め係止することにな
る。That is, in this case, each of the thatched roof plate members (31) connected in the same step by one suspension member (51),
The adjacent parts of (31) will be simultaneously locked and locked.
尚、この同一段での突き合わせ連接部に対しては、必
要に応じて、例えば、ジョイナーとかカバーなどを施す
ことを妨げない。It should be noted that it is not impeded that, for example, a joiner or a cover is applied to the butt connection portion at the same stage, if necessary.
ついで今度は、上段側の横葺き屋根板部材(31)での
軒側係合部(34)の端部係合縁部(38)を、前記相互に
隣接する各垂木部材(11),(11)上に受支配置されて
いる下段側の横葺き屋根板部材(31)での棟側係合部
(33)の端部折返し係合部(35)に挿入するようにして
係合させる。Next, this time, the end engaging edge portions (38) of the eaves side engaging portions (34) in the horizontal roofing roof plate member (31) on the upper tier side are connected to the rafter members (11), ( 11) Engage by inserting it into the end folded engagement part (35) of the ridge side engagement part (33) of the lower side thatched roof roof plate member (31) that is supported and supported above .
ここでも、この上段側の横葺き屋根板部材(31)を同
一の相互に隣接する各垂木部材(11),(11)の上段側
での左右の各面板受支部(17),(18)を通し、かつ、
その長手方向中央部間に跨らせた状態で、この上段側の
横葺き屋根板部材(31)を受支させ、かつ、同様にし
て、吊子部材(51)により引留め係止させる。In this case as well, the horizontal roofing roof plate member (31) on the upper side is the same rafter members (11) adjacent to each other, and the left and right face plate support parts (17), (18) on the upper side of the rafter member (11). Through, and
The upper thatched roof plate member (31) is supported while being straddled between the central portions in the longitudinal direction, and is similarly retained and locked by the hanging member (51).
このような葺き上げ状態の場合にあっては、第8図に
示されているように、前記上,下各段の横葺き屋根板部
材(31),(31)での長手横方向連接部となる各端縁垂
下部(39),(40)相互間の突き合わせ面が、対応する
垂木部材(11)で一線上に直列して現れる,つまり、個
個の各横葺き屋根板部材(31)のそれぞれが、表面側か
ら見て方形状(モザイク状)をなして葺き上げ配置され
ることになる。In the case of such a roofing state, as shown in FIG. 8, the longitudinal and lateral connecting portions of the horizontal and thatched roof plate members (31) and (31) at the upper and lower stages respectively. The abutting surfaces between the edge hanging parts (39) and (40) appearing in line on the corresponding rafter members (11) in series, that is, each individual thatched roof plate member (31). ), Each of which is arranged in the shape of a square (mosaic) when viewed from the surface side.
即ち,このようにして所期通りの横葺き屋根構造を葺
き上げ得るのであり、この葺き上げ状態では、これらの
上,下各段の横葺き屋根板部材(31)共に、それぞれの
中央面板部(32)が各垂木部材(11),(11)での左右
の各面板受支部(17),(18)に受支されて、裏面側か
ら補強支持されているために、この中央面板部(32)の
外圧による撓みなどを効果的に解消できる。That is, the desired thatched roof structure can be raised in this way, and in this raised state, both of the upper and lower horizontal thatched roof plate members (31) have their respective central face plate portions. (32) is supported by the left and right face plate support portions (17), (18) of the rafter members (11), (11) and is reinforced and supported from the back side, so that the central face plate portion is The bending of the (32) due to the external pressure can be effectively eliminated.
併せて、長手横方向に連接される同一段での各横葺き
屋根板部材(31),(31)に関しては、その中央面板部
(32),(32)での各端縁折曲部(39),(40)の相互
が垂木部材(11)の長手方向中央部で突き合わされてい
るので、これらの各端縁折曲部(39),(40)の突き合
わせ面から浸入する雨水などは、同各端縁折曲部(3
9),(40)による相互に係合された棟側係合部(33)
及び軒側係合部(34)の端面折下げによって、両係合部
(33),(34)内に浸入する惧れがなく、垂木部材(1
1)での溝内の樋空間(19)に流下し、同溝内を通して
外部へ排水させ得るのである。At the same time, with respect to each of the roofing roof plate members (31) and (31) connected in the same direction in the longitudinal and lateral directions, the edge bent portions (in the central face plate portions (32) and (32) ( Since 39) and (40) are butted against each other at the central portion in the longitudinal direction of the rafter member (11), rainwater and the like that enter from the butted surfaces of these edge bent portions (39) and (40) , Each edge bending part (3
9), (40) mutually engaged ridge side engaging part (33)
By folding down the end faces of the eaves-side engaging portion (34), there is no fear of intruding into the engaging portions (33), (34), and the rafter member (1
It can flow down to the trough space (19) in the groove in 1) and be discharged to the outside through the groove.
尚、端縁折曲部(39),(40)と前縁垂下部(37)等
との合わせ部は、適宜、溶接ないしシーリング等の処理
を施すことで、雨水の浸入を防止できると共に、屋根板
等の熱伸縮にも対応できて好ましい。It should be noted that the mating portion of the edge bent portions (39) and (40) and the front edge hanging portion (37) can be appropriately treated by welding or sealing to prevent rainwater from entering, and It is preferable because it can accommodate heat expansion and contraction of the roof plate and the like.
更に、前記実施例においては、横葺き屋根板部材(3
1)での棟側係合部(33)の引留め係止のために、別部
材である吊子部材(51)を用いているが、第7図に示さ
れているように、垂木部材(11)での左右の各段差面
(15),(16)の上部側壁にあって、前記吊子部材(5
1)と同様な作用を果たす圧入係止部を設けた各吊子部
(20),(21)を形成させ、棟側係合部(33)のスプリ
ングバックを利用して係止させ得ることにより、嵌入又
は圧入による係止のため作業の一層の容易化,ならび
に、使用材料の低減,製造工程の簡略化を図り得て頗る
有利である。Further, in the above embodiment, the side thatched roof plate member (3
In order to hold the ridge side engaging portion (33) in 1), a separate hanging member (51) is used. As shown in FIG. 7, the rafter member is used. In the upper side wall of each of the left and right step surfaces (15) and (16) in (11), the suspension member (5
Each suspension part (20), (21) provided with a press-fitting locking part that performs the same action as 1) can be formed and locked by using the springback of the ridge side engaging part (33). Therefore, it is advantageous that the work for locking by fitting or press fitting can be further facilitated, the material used can be reduced, and the manufacturing process can be simplified.
尚、前記実施例においては、垂木部材(11)での左右
の各面板受支部(17),(18)を共に内側へ折曲形成さ
せるようにしているが、第10図に示すように、これらを
共に外側へ折曲形成させるようにしてもよく、同様な作
用,効果が得られる。In the above embodiment, the left and right face plate receiving and supporting portions (17) and (18) of the rafter member (11) are both bent inward, but as shown in FIG. Both of them may be bent outward to obtain the same action and effect.
第11図及び第12図に示すものは、それぞれ本発明に係
るシステム化垂木部材を他の形状の屋根板等に固定した
ものの要部断面図である。このうち、第11図に示すもの
は、屋根板部材(31)の棟側係合部(33)を所定の形状
に折り返して重ね合わせ、更にその端部を面板受支部
(17),(18)にビス(B)等の固定具で固定できる当
接面(33b)とした構成である。FIG. 11 and FIG. 12 are cross-sectional views of essential parts of a systemized rafter member according to the present invention fixed to a roof plate or the like having another shape. Of these, the one shown in FIG. 11 is one in which the ridge-side engaging portion (33) of the roof plate member (31) is folded back into a predetermined shape and overlapped with each other, and the end portions thereof are further covered with face plate support portions (17), (18). ) Is a contact surface (33b) that can be fixed with a fixing tool such as a screw (B).
又、第12図に示したものは、屋根板部材(31)の棟側
係合部(33)を所定の形状に折り返して重ね合わせ、更
にその端部を棟側に延出させて当接面(33b)を形成す
ると共に、その先端部に起立部(33c)を形成したもの
である。しかも、この当接面(33b)と起立部(33c)の
屈曲面状と対応する吊子(51)を形成し、この吊子(5
1)とビス(B)等の固定具で面板受支部(17),(1
8)上に固定する。この吊子(51)の形状は図示のよう
に略ハット状であると共に頂部が屋根板部材(31)の中
央面板部(32)を下から支承するように形成されてい
る。Further, in the structure shown in FIG. 12, the ridge-side engaging portion (33) of the roof plate member (31) is folded back into a predetermined shape and overlapped with each other, and its end portion is further extended to the ridge side for contact. The surface (33b) is formed, and the rising portion (33c) is formed at the tip thereof. Moreover, a suspension (51) corresponding to the curved surface shape of the contact surface (33b) and the upright portion (33c) is formed, and the suspension (5
1) and face plate receiving parts (17), (1)
8) Fix on top. The shape of the suspender (51) is substantially hat-shaped as shown in the figure, and the top is formed so as to support the central face plate (32) of the roof plate member (31) from below.
尚、第2図の実施例に示された符号と同一の箇所につ
いては、同じ符号を附して説明を省略する。The same parts as those shown in the embodiment of FIG. 2 are designated by the same reference numerals and the description thereof will be omitted.
請求項1に係る発明のユニット型横葺き屋根構造で
は、吊子部材の代わりに左右各段差面の上部に突出する
各圧入係止部を設け、この各圧入係止部に横葺き屋根板
部材の棟側係合部を係止させる構造であるので、別部材
としての吊子部材を用意することなく、横葺き屋根板部
材を設定された所定の葺き上げピッチ間隔通りに正確に
位置づけることができ、かつ、横葺き屋根板部材を垂木
部材に確実に係止することができる。In the unit type thatched roof structure of the invention according to claim 1, instead of the hanger member, each press-fitting locking portion projecting to the upper part of each of the left and right step surfaces is provided, and each press-fitting locking portion has a lateral thatched roof plate member. Since it has a structure that locks the ridge-side engaging portion, it is possible to accurately position the side thatched roof plate member at the set predetermined pitching pitch interval without preparing a suspension member as a separate member. In addition, the lateral thatched roof plate member can be securely locked to the rafter member.
また、左右各段差面及びこれらの各段差面の上部に突
出する各圧入係止部を残して、前記各側部を内側又は外
側に折曲して左右各面板受支部をそれぞれ階段状又は鋸
歯状に形成してなる垂木部材であるので、横葺き屋根板
部材の中央面板部の裏面側を前記左右各面板受支部で受
支することができ、各面板受支部によつて裏面側から十
分に補強支持しているために、外圧による中央面板部の
撓みなどを良好に解消できる。Also, leaving the left and right step surfaces and the press-fitting locking portions projecting above the step surfaces, the side portions are bent inward or outward, and the left and right face plate support portions are respectively stepped or sawtoothed. Since it is a rafter member formed in a shape, the back surface side of the central face plate portion of the thatched roof plate member can be supported by each of the left and right face plate receiving and supporting portions, and it is sufficient from the back surface side by each face plate receiving and supporting portion. Since it is reinforced and supported, it is possible to favorably eliminate the bending of the central face plate portion due to external pressure.
しかも、構造的にも極めて簡単で容易かつ、安価な横
葺き屋根構造を提供し得る。Moreover, it is possible to provide an inexpensive and thatched roof structure that is structurally very simple and easy.
一方、請求項2に係る発明のユニット型横葺き屋根構
造の施工法では、左右各段差端面の上部に突出する各圧
入係止部に下段側横葺き屋根板の棟側係合部のスプリン
グバックを利用して圧入するという極めて単純な作業操
作により確実、かつ、自動的に横葺き屋根板部材を垂木
部材に係止できる。On the other hand, in the construction method for a unit type thatched roof structure of the invention according to claim 2, on the other hand, the springback of the ridge side engagement portion of the lower side thatched roof plate is provided at each press-fitting locking portion projecting above the left and right step end faces. By using an extremely simple work operation of press-fitting by utilizing, the side-roofing roof plate member can be automatically and securely locked to the rafter member.
従って、横葺き屋根板を葺き上げた状態では、これら
の各横葺き屋根板が設定された所定の葺き上げピッチ間
隔通りに正確に維持されて、何らの熟練も必要としな
い。Therefore, in the state in which the side-roofing roof boards are raised, each of the side-roofing roof boards is accurately maintained at the set predetermined roofing pitch interval, and no skill is required.
さらに請求項1に係る発明或いは請求項2に係る発明
により施工させたユニット型横葺き屋根構造では、横葺
き屋根板部材の突き合せ部から浸入する雨水などは、垂
木部材の溝内を流下して排水される。Furthermore, in the unit type thatched roof structure constructed according to the invention of claim 1 or the invention of claim 2, rainwater or the like entering from the abutting portion of the thatched roof plate member flows down in the groove of the rafter member. Drained.
第1図はこの実施例に係るユニット型横葺き屋根構造の
構成部材となる垂木部材を取り出して示す斜視図及び全
体概念図、 第2図はこの実施例に係るユニット型横葺き屋根構造の
概要構成を示す縦断側面図、 第3図は同上の横断正面図、 第4図及び第5図は同様に横葺き屋根板部材及び吊子部
材を取り出して示すそれぞれに斜視図、 第6図(a),(b),(c),(d)は、それぞれ端
縁折曲部のその他の具体例を示す断面図、 第7図は同上垂木部材の別例を示す部分斜視図、 第8図は同上葺き上げられたユニット型横葺き屋根構造
の態様を示す平面説明図、 第9図(a)ないし(d)は同上ユニット型横葺き屋根
構造での母屋材に対する垂木部材の各別の取付け状態を
示すそれぞれに部分断面図、 第10図は垂木部材の変形例を示す部分斜視図、 第11図及び第12図は異なった屋根板部材等を用いた屋根
構造を示す部分縦断面図である。 (11)……垂木部材 (11A)……屋根板係合箇所 (12)……底部 (13),(14)……左右の各側部 (15),(16)……左右の各段差面 (17),(18)……左右の各面板受支部 (19)……樋空間 h……軒側段差 p……配設ピッチ間隔 (A)……母屋材 (20),(21)……吊子部 (22),(23)……取付穴 (24),(25)……取付けフランジ部 (26),(27)……突条部 (31)……横葺き屋根板部材 (32)……中央面板部 (33)……棟側係合部 (33a)……切欠き部 (33b)……当接面 (33c)……起立部 (34)……軒側係合部 (35)……端部折返し係合部 (36)……上部引留め部 (37)……前縁垂下部 (38)……端部係合縁部 (38a)……膨出部 (39),(40)……端縁折曲部 1(p)……有効長 w……葺上げピッチ間隔(有効幅) (51)……吊子部材 (52)……取付け基板部 (53)……引留め咬止部 (71),(72)……固定金具 (73),(74)……ビス又はボールト (A)……母屋材 (B)……止めビスFIG. 1 is a perspective view and an overall conceptual view showing a rafter member which is a constituent member of a unit type thatched roof structure according to this embodiment, and FIG. 2 is an outline of a unit type thatched roof structure according to this embodiment. Fig. 3 is a vertical sectional side view showing the structure, Fig. 3 is a transverse front view of the same as above, and Figs. 4 and 5 are perspective views showing the roofing roof plate member and the suspension member in the same manner, respectively. ), (B), (c), and (d) are cross-sectional views showing other specific examples of the edge bent portion, and FIG. 7 is a partial perspective view showing another example of the same rafter member, and FIG. Is a plan explanatory view showing a mode of a unit type thatched roof structure which is raised as above. FIGS. 9 (a) to 9 (d) are the respective attachments of rafter members to a main material in the unit type thatched roof structure as above. Partial cross-sectional view showing the state, Fig. 10 is a part showing a modification of the rafter member The perspective views, FIG. 11 and FIG. 12 are partial vertical cross-sectional views showing a roof structure using different roof plate members and the like. (11) …… Rafter members (11A) …… Roof plate engagement points (12) …… Bottom (13), (14) …… Left and right sides (15), (16) …… Left and right steps Surfaces (17), (18) …… Left and right face plate bearings (19) …… Gutter space h …… Eaves side step p …… Arrangement pitch interval (A) …… Main building materials (20), (21) ...... Suspension part (22), (23) ...... Mounting hole (24), (25) ...... Mounting flange part (26), (27) ...... Ridge part (31) ...... Side-roof roof plate member (32) …… Center face plate (33) …… Building side engaging part (33a) …… Notch part (33b) …… Abutting surface (33c) …… Upright part (34) …… Eave side engaging Part (35) …… End folded back engaging part (36) …… Upper retaining part (37) …… Front edge hanging part (38) …… End engaging edge (38a)… Swelling part ( 39), (40) …… End edge bent part 1 (p) …… Effective length w …… Roofing pitch interval (Effective width) (51) …… Suspension member 52) …… Mounting board part (53) …… Retaining bite part (71), (72) …… Fixing metal fittings (73), (74) …… Screws or vaults (A) …… Main building materials (B) ...... Stop screw
Claims (2)
各側部の上部の葺上げピッチ間隔に対応する各屋根板係
合箇所に、屋根板相互の係合段差対応の軒側段差で左右
各段差面及びこれらの各段差面の上部に突出する各圧入
係止部を残して、前記各側部を内側又は外側に折曲して
左右各面板受支部をそれぞれ階段状又は鋸歯状に形成し
てなり、各母屋材上に所定のピッチ間隔で配設される垂
木部材と、 長手横方向に前記配設ピッチ間隔と同一又は整数倍の有
効長を有し、かつ、短手縦方向に前記葺上ピッチ間隔に
一致する有効幅の中央面板部を残して、一方の側縁部に
棟側係合部を、他方の側縁部に軒側係合部をそれぞれ隣
接相互間で係合可能に形成する横葺き屋根板部材とを備
え、 前記中央面板部の裏面側を前記左右各面板受支部で受支
し、かつ、前記各圧入係止部に横葺き屋根板部材の棟側
係合部を係止させると共に、溝上部で横葺き屋根板部材
の中央面板部の端面相互を突き合わせるようにして、前
記垂木部材上に横葺き屋根板部材を係止したことを特徴
とするユニット型横葺き屋根構造。1. A groove having a bottom and left and right sides,
At each roof board engagement location corresponding to the pitching pitch of the upper part of each side, at each eave side step corresponding to the engagement step between the roof boards, each projecting to the left and right step surfaces and the upper part of each of these step surfaces. The side parts are bent inward or outward, leaving the press-fitting locking parts, and the left and right face plate support parts are formed in a staircase shape or a sawtooth shape, and are arranged at a predetermined pitch interval on each purlin material. A rafter member to be installed, and a central face plate portion having an effective length that is the same or an integer multiple of the arrangement pitch interval in the longitudinal and transverse directions, and that has an effective width that matches the roofing pitch interval in the lateral longitudinal direction. Remaining, the ridge-side engaging portion is provided on one side edge portion, and the eaves-side engaging portion is formed on the other side edge portion, respectively. The back side of the face plate part is supported by the left and right face plate support parts, and the ridge side of the roof plate member is laterally attached to each of the press-fitting locking parts. A unit characterized in that the joint part is locked and the end faces of the central face plate part of the horizontal roofing plate member are abutted at the upper part of the groove, and the horizontal roofing plate member is locked on the rafter member. Type thatched roof structure.
部材を用いたユニット型横葺き屋根構造の施工法であっ
て、 前記垂木部材を、各母屋材上に所定のピッチ間隔で配設
し、 下段側横葺き屋根板部材の中央面板部の裏面側を左右各
面板受支部で受支し、 前記各圧入係止部に前記下段側横葺き屋根板部材の棟側
係合部を係止させ、 その後、前記垂木部材の溝上部で前記下段側横葺き屋根
板部材の中央面板部の端面相互を突き合わせ、更に、上
段側横葺き屋根板の軒側係合部を前記棟側係合部に係合
させることを特徴とするユニット型横葺き屋根構造の施
工法。2. A construction method of a unit type thatched roof structure using the rafter member and the thatched roof plate member according to claim 1, wherein the rafter member is provided on each main board at a predetermined pitch interval. The left and right side plate support portions support the back side of the central face plate portion of the lower side side thatched roof plate member, and the ridge-side engaging portions of the lower side side thatched roof plate member in the respective press-fitting locking portions. Then, the end faces of the central face plate portion of the lower tier side roofing roof member are butted against each other at the groove upper portion of the rafter member, and the eaves side engaging portion of the upper tier side thatching roof plate is attached to the ridge side. A construction method for a unit type thatched roof structure, characterized by engaging with an engaging portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1265212A JP2513511B2 (en) | 1989-10-13 | 1989-10-13 | Unit type thatched roof structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1265212A JP2513511B2 (en) | 1989-10-13 | 1989-10-13 | Unit type thatched roof structure and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03129048A JPH03129048A (en) | 1991-06-03 |
| JP2513511B2 true JP2513511B2 (en) | 1996-07-03 |
Family
ID=17414086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1265212A Expired - Fee Related JP2513511B2 (en) | 1989-10-13 | 1989-10-13 | Unit type thatched roof structure and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2513511B2 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS51140327A (en) * | 1975-05-29 | 1976-12-03 | Motoaki Funaki | Surface component material for building or structure |
| JPS6098040A (en) * | 1983-10-31 | 1985-06-01 | 銅金株式会社 | Roof structure with metal panel and rafter |
| JPS6334216U (en) * | 1986-08-20 | 1988-03-05 |
-
1989
- 1989-10-13 JP JP1265212A patent/JP2513511B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03129048A (en) | 1991-06-03 |
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