JPH01207555A - Longitudinally thatched roofing construction - Google Patents

Longitudinally thatched roofing construction

Info

Publication number
JPH01207555A
JPH01207555A JP3082688A JP3082688A JPH01207555A JP H01207555 A JPH01207555 A JP H01207555A JP 3082688 A JP3082688 A JP 3082688A JP 3082688 A JP3082688 A JP 3082688A JP H01207555 A JPH01207555 A JP H01207555A
Authority
JP
Japan
Prior art keywords
roof
rafter
pressure contact
vertical
rising
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
JP3082688A
Other languages
Japanese (ja)
Other versions
JPH0645954B2 (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.)
Funaki Shoji KK
Original Assignee
Funaki Shoji KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Funaki Shoji KK filed Critical Funaki Shoji KK
Priority to JP3082688A priority Critical patent/JPH0645954B2/en
Publication of JPH01207555A publication Critical patent/JPH01207555A/en
Publication of JPH0645954B2 publication Critical patent/JPH0645954B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To increase the strength of the whole construction by making a rafter, a longitudinally thatched roofing plate converting the under-roof ground, a hanging member, and a cap in a consolidated structure in which their detent parts are detained together. CONSTITUTION:In a rafter 20, a middle step part 23 is formed in the intermediate part dangling from the oversurface 24 to both sides, right and left. In a longitudinally thatched roofing plate 41, a rising part 43 rising aslant upward, a cross wise pressure contact part 44 to come in pressure contact with the intermediate step 23 and oversurface 24, and a longitudinal pressure contact part 45 are formed being bent on both sides. A hanging member 51 has a respectable 55 extended sideways to the outside and a pressure part 57 with which the mentioned crosswise contact pressure part 44 comes in pressure contact. A cap 61 is equipped with an upper covering 62 to be received by this receptacle 55, and these members concerned are consolidated through detention of the respective detent parts.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、建築物における縦葺き屋根構造に関し、さ
らに詳しくは、建築物の棟0軒方向に平下地を介した状
態で、棟1軒方向に直交して棟側から軒側へ、同様に所
定の間隔毎に垂下される金属型材製の各垂木部材と、屋
根下地面を覆うようにしてこれらの各垂木部材に取付け
られる金属薄鋼板製の各縦葺き屋根板との組合せ構造、
殊にその取付は構造の改良に係るものである。
Detailed Description of the Invention (Field of Industrial Application) The present invention relates to a vertical roof structure in a building, and more specifically, the present invention relates to a vertical roof structure in a building, and more specifically, a vertical roof structure for building a building with a flat foundation in the direction of 0 buildings. Each rafter member made of metal shapes is hung at predetermined intervals from the ridge side to the eave side perpendicular to the direction, and metal thin steel plates are attached to each of these rafter members so as to cover the roof subsurface. A combination structure with each vertical roof board made of
In particular, the installation involves structural improvements.

〔従来の技術〕[Conventional technology]

従来から一般的に採用されている。この種の建築物での
垂木部材と縦葺き屋根板とを組合せて取付は固定した縦
葺き屋根構造は、通常の場合、各垂木部材間に葺き込ん
だ縦葺き屋根板を、個々の垂木部材に対し、両側から沿
わせて配置させ、垂木部材上の要所に固定した各吊子部
材により、これらの両者を係着させるようにして押え込
むと共に、上部から化粧覆いともなる被覆部材、いわゆ
るキャップ部材を被嵌させて、全体を一体的に取付は固
定させるようにしたものが多く、その垂木部材と縦葺き
屋根板との取付は構造についても、種々の提案がなされ
ている。
It has been commonly used for a long time. In this type of building, a vertical roof structure in which rafter members and vertical roof sheets are combined and fixedly installed is usually constructed using a combination of vertical roof sheets installed between each rafter member, and a vertical roof sheet installed between each rafter member. On the other hand, each hanging member is placed along both sides and fixed at a key point on the rafter member, so that both of these members are engaged and pressed down, and a covering member that also serves as a decorative cover from above is installed, so-called. In many cases, a cap member is fitted over the roof to fix the entire structure in one piece, and various proposals have been made regarding the structure for attaching the rafter member to the vertical roof board.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

こSで、この種の建築物における垂木部材と縦葺き屋根
板との組合せ構造にあって、留意しなければならない構
造上の要件としては、細部に亘つて種々の点が考えられ
るのであるが、なかでも、特に注意を要する主要な点は
、全体構造が比較的簡単で、各構成部材相互の組りげが
可及的に容易であると云う面提のもとに、この縦葺き屋
根構造自体が、例えば、暴風雨9強風などの極めて過酷
な外的条件に曝される場合のあること、また、保守点検
などのために作業者が取付は構造部を踏み付けて、これ
を変形、もしくは押消す危険性のあること、などを想定
して、十分以上の構造的9機械的強度を必要とする点、
および雨水とか微細な砂埃などの屋内側への侵入を完全
に防止しなければならない点、などが最も肝要であると
されている。
In this S, there are various detailed structural requirements that must be kept in mind when constructing a combination structure of rafter members and vertical roof panels in this type of building. Among these, the main point that requires particular attention is that the overall structure is relatively simple and the mutual assembly of each component is as easy as possible. The structure itself may be exposed to extremely harsh external conditions, such as storms and strong winds, and workers may step on the structure during maintenance and inspection, deforming or deforming it. Considering that there is a risk of crushing, etc., more than sufficient structural and mechanical strength is required;
The most important points are that rainwater and fine dust must be completely prevented from entering the interior.

しかしながら、前記のように構成される従来の縦葺き屋
根構造にあっては、その構造上、このような必須とされ
る要件が必ずしも充足されてはおらず、特に、垂木部材
と縦葺き屋根板との吊子部材を用いた相互の係着態様、
およびこれらを一体向に結合して取付は固定させるキャ
ップ部材の被嵌態様などに、未だ改良を必要とする多く
の問題点があった。
However, in the conventional vertical roof structure constructed as described above, these essential requirements are not necessarily satisfied due to its structure, and in particular, the relationship between the rafter members and the vertical roof plates is Mutual engagement mode using the suspender members,
In addition, there are many problems that still require improvement, such as the manner in which the cap member that connects these components together and fixes them is fitted.

従って、この発明の目的とするところは、建築物の屋根
構造を構成する。垂木部材と縦葺き屋根板との組合せ構
造にあって、これらの垂木部材と縦葺き屋根板との吊子
部材を用いた相互の係着態様、およびこれらを一体向に
結合して取付は固定させるキャップ部材の被嵌態様など
につき、その全体構造を比較的簡単にし、かつ各構成部
材相互の組上げを可及的容易にすると共に、これらに十
分な構造的1機械的強度を与え、併せて、雨水とか微細
な砂埃などの屋内側への侵入を完全に防止し得るように
した。この種の改良された縦葺き屋根構造を提供するこ
とである。
Therefore, the object of this invention is to construct a roof structure of a building. In a combination structure of rafter members and vertical roof panels, the rafter members and the vertical roof panels are attached to each other using hanger members, and the installation is fixed by connecting them in one direction. Regarding the manner in which the cap member is fitted, etc., the overall structure is made relatively simple, the assembly of each component member is made as easy as possible, and sufficient structural and mechanical strength is provided. This makes it possible to completely prevent rainwater, fine dust, etc. from entering indoors. The object of the present invention is to provide an improved vertical roof structure of this kind.

(課題を解決するための手段) 前記目的を達成させるために、この発明に係る縦葺き屋
根構造は、建築物の屋根下地上に、棟。
(Means for Solving the Problems) In order to achieve the above object, a vertical roof structure according to the present invention has a ridge on the ground under the roof of a building.

軒方向に直交して線側から軒側へ、所定間隔毎に取付け
られる各垂木部材に対し、屋根下地面を覆う縦葺き屋根
板の両側部を沿わせて配置させると共に、吊子部材を介
してこれらの相互を結合させた−[で5同結合部上にキ
ャップ部材を被嵌させて構成する縦葺き屋根構造におい
て、 11「配車木部材には、上面部から左右両側に垂下され
る中間部に、それぞれ中間段部を形成させ、前記縦葺き
屋根板には、各垂木部材間の屋根下地面に葺き込まれる
面板部を設けて、少なくとも両側部に、斜め上方に立上
げられた立上り部と、前記中間段部と上面部の各肩部に
それぞれ裏面側を圧接させる横方向圧接部、および縦方
向圧接部とを順次に折曲形成させ、 前記垂木部材の上面部上に取付けられる吊子部材には、
少なくとも外側横方向に延長された受止部と、外側下方
に垂下される垂下部を介し、内側横方向に折返されて前
記横方向圧接部の基部に圧接される押圧部とを順次に折
曲形成させ、前記キャップ部材には、前記吊子部材の各
受止部に受止される上方覆い部、およびこの上方覆い部
の左右両側に垂下された側方覆い部を設け、少なくとも
11η記各押圧部の折曲基部に係合される保合部と、前
記立上り部に圧接される内側に折返された始端圧接部と
を順次に折曲形成させたことを特徴としている。
Both sides of the vertical roof shingles covering the roof subsurface are placed along each rafter member installed at predetermined intervals from the line side to the eave side perpendicular to the eave direction, and the hanging members are placed between the rafter members. In a vertical roof structure constructed by fitting a cap member over the joint part, 11 "The vehicle arrangement wooden member has intermediate portions hanging from the upper surface part on both left and right sides. The longitudinally roofed roof sheets are provided with face plate portions that are installed on the roof subsurface between each rafter member, and at least on both sides there are risers that are raised diagonally upward. , a lateral press-contact part whose back side is pressed against each shoulder of the intermediate step part and the upper surface part, and a vertical press-contact part are successively bent and attached to the upper surface part of the rafter member. For the hanger members,
Sequentially bending a receiving part extending at least in the outer lateral direction and a pressing part that is folded back in the inner lateral direction and press-contacted to the base of the lateral pressure contact part via a hanging part hanging downward on the outer side. The cap member is provided with an upper cover part received by each receiving part of the hanger member, and side cover parts hanging down on both left and right sides of the upper cover part, and the cap member has at least 11η each of The present invention is characterized in that a retaining part that engages with the bent base of the pressing part and a starting end pressure contact part that is folded back and is pressed against the rising part are sequentially bent.

〔作   用〕[For production]

すなわち、この発明においては、上部に上面部を有して
、左右両側部にそれぞれ中間段部を形成した垂木部材に
対し、縦葺き屋根板での面板部の左右に形成された横方
向、縦方向の各圧接部を、面者の横方向圧接部について
は、中間段部の肩部に、後者の縦方向圧接部については
、上面部の肩部にそれぞれ接触させた上で、吊子部材の
押圧部による押圧と、キャップ部材による被覆、ならび
に、その始端圧接部による立上り部への抑圧とにより、
これらの両者の圧接をなしているために、始端圧接部に
よる立上り部への抑圧に伴なう第1の減圧空間部の形成
、およびキャップ部材の被覆による第2の減圧空間部の
形成とも相俟って十分な防水作用が果され、また、これ
らの各部の密接な連繋に加えて、吊子部材の各受止部へ
のキャップ部材の上方覆い部の接触面積の大きい受止、
および吊子部材の各押圧部の折曲基部に対するキャップ
部材の各係合部の係合による一体化構成により、構造全
体の強度を格段に向上させ得るのである。
That is, in this invention, for a rafter member having an upper surface part at the upper part and intermediate step parts formed on both left and right sides, the horizontal and vertical parts formed on the left and right sides of the face plate part of the vertical roof board are provided. The horizontal pressure welding part of the mask is brought into contact with the shoulder of the middle step, and the vertical pressure welding part of the latter is brought into contact with the shoulder of the upper surface part, and then the suspender member is attached. Due to the pressing by the pressing part, the covering by the cap member, and the suppression of the rising part by the starting end pressure contact part,
Since these two are in pressure contact, it is compatible with the formation of the first reduced pressure space due to the suppression of the rising part by the start end pressure contact and the formation of the second reduced pressure space due to the covering with the cap member. In addition to the close connection of these parts, the upper covering part of the cap member has a large contact area with each receiving part of the hanger member.
The integrated structure in which each engaging part of the cap member engages with the bent base of each pressing part of the hanger member makes it possible to significantly improve the strength of the entire structure.

〔実 施 例〕〔Example〕

以下、この発明に係る縦葺き屋根構造の一実施例につき
、第1図および第2図を参照して詳細に説明する。
Hereinafter, one embodiment of the vertical roof structure according to the present invention will be described in detail with reference to FIGS. 1 and 2.

第1図はこの実施例を適用した縦葺き屋根構造の概要構
成を示す全体断面図であり、また、第2図は同−L主要
な各構成部材を取り出して示す分解斜視図である。
FIG. 1 is an overall sectional view showing the general configuration of a vertical roof structure to which this embodiment is applied, and FIG. 2 is an exploded perspective view showing the main constituent members of the same.

すなわち、これらの第1図、第2図実施例構成において
、符号(11)は建築物の棟1軒方向に平行するように
して、所定の間隔毎に配置される各母屋材を示し、また
、(+2)、および(13)はこれらの各母屋材(1り
上に順次に敷設された野地、?フィン久フェルトであっ
て、いわゆる、屋根下地(14)を構成している。
That is, in the configurations of the embodiments shown in FIGS. 1 and 2, the reference numeral (11) indicates each main building material arranged at predetermined intervals in parallel to the direction of one ridge of the building, and , (+2), and (13) are each of these main building materials (fields, ?fin felts, etc., laid one above the other) and constitute the so-called roof base (14).

そしてまた、(20)はこの出願の発明者が先に特願昭
58−2904号(特開昭59−150852号)とし
て提案した「部材取付は装置」と同一形式によるシステ
ム1ト木装置であって、前記屋根下地(14)面での一
部に、棟1軒方向に直交するようにして、株価から軒側
へ同様に所定の間隔毎に敷設される金属型材製の各垂木
部材(21)と、この垂木部材(21)を屋根下地(1
4)面に取付は固定する固定金具セット(31)とから
なっている。
Furthermore, (20) is a system 1 to a wooden device in the same format as the "device for attaching parts" proposed earlier by the inventor of this application in Japanese Patent Application No. 58-2904 (Japanese Patent Application Laid-open No. 59-150852). Then, on a part of the roof base (14) surface, metal profile rafter members ( 21) and this rafter member (21) to the roof base (1
4) It consists of a fixing fittings set (31) for fixing to the surface.

さらに、(41)は屋根面、こNでは、前記屋根F地(
14)面での他部を覆うようにして、各垂木部材(21
)間に葺き込まれる金属薄銅板製の縦葺き屋根板、(5
1)は垂木部材(21)に対して、縦葺き屋根板(旧)
を係着させるための金属型材製の吊子部材、(61)は
これらの上部から被嵌される化粧覆いとしての金属薄鋼
板製の被覆部材、いわゆるキャップ部材である。
Furthermore, (41) is the roof surface, and in this N, the roof F (
14) Each rafter member (21
) Vertical roofing boards made of metal thin copper sheets, (5
1) Vertical roof board (old) for rafter member (21)
The suspender member (61) made of a metal shape material to which the hanger member is attached is a covering member made of a metal thin steel plate as a decorative cover that is fitted from the upper part of the hanger member, a so-called cap member.

こXで、前記システム垂木装置(20)を構成するとこ
ろの、一方の垂木部材(21)については、上面部(2
4)から左右両側に垂下される中間部に、それぞれ中間
段部(23) 、 (23)を形成して横断面凸型形状
にされ、かつ上面部(24)での長手方向の所定間隔毎
に、それぞれ一対づ\の止着片(25) 、 (25)
を切起した本体部(22)と、この本体部(22)での
左右雨下部側にあって、それぞれ外向きに賦形される係
合溝部(27) 、 (27)を介し、その左右両側に
拡開してそれぞれに形成されたフランジ部(26) 、
 (26)とを有しており、これらの各部は、金属鋼板
をフォーミング形成して長平方向に長尺の金属型材とさ
れる。
In this X, for one rafter member (21) that constitutes the system rafter device (20), the upper surface part (2
Intermediate step portions (23) and (23) are formed in the intermediate portions hanging down on both the left and right sides from 4) to have a convex shape in cross section, and at predetermined intervals in the longitudinal direction on the upper surface portion (24). , a pair of fastening pieces (25), (25)
The main body part (22) is cut and raised, and the left and right parts are formed on the left and right bottom sides of the main body part (22) through engagement grooves (27), (27) shaped outward, respectively. flange portions (26) formed on each side to expand on both sides;
(26), and each of these parts is formed by forming a metal steel plate to form a metal shape that is elongated in the longitudinal direction.

また、他方の固定金具セット(31)については、前記
フランジ部(26) 、 (26)側を敷き込んで受止
する取付は基板部(:]3)、この取付は基板部(33
)の面上に立上げられて前記左右の係合溝部(27) 
、 (27)を内側から押止する顎部(35) 、 (
35)をもつ押止片部(:14)、および同取付は基板
部(33)の左右両側にあって、前記左右の係合溝部(
27) 、 (27)に対し、それぞれに−組となって
対向されるように、内向きに賦形される係合溝部(36
) 、 (:16)を備えた固定金具(32)と、これ
らの各組の係合溝部(27) 、 (36)間に拡開し
て係合される横断面へ字状をした各係合片(:17) 
、 (37)とからなっており、これらの固定金具(:
12)、および各係合片(37) 、 (37)は、金
属鋼板を用いて所定の長子寸法に形成される。
Regarding the other fixture set (31), the flange part (26) and (26) side are installed on the board part (:] 3), and this installation is on the board part (33).
) is raised on the surface of the left and right engaging grooves (27).
, (27) from the inside.
The holding piece part (:14) with the holding piece part (35) and its attachment are located on both the left and right sides of the base plate part (33), and the holding piece part (:14) with
27) and (27), the engagement grooves (36) are shaped inward so as to face each other in pairs.
), (:16), and each set of engagement grooves (27), (36) that are expanded and engaged between each engagement groove part (27), (36), each having a shape in cross section. Goka (:17)
, (37), and these fixing fittings (:
12) and each of the engaging pieces (37) and (37) are formed with a predetermined longitudinal dimension using a metal steel plate.

そして、このように構成されるシステム垂木装置(20
)は、前記した屋根下地(I4)面上での垂木位置に対
応して、個々の画定金具(32)を線側から軒側へ所定
間隔毎にそれぞれ配置させ、かつ同屋根下地(14)を
通して取付は用ボールド・ナツト(38)などで前記8
1U屋材(11)に取付けておき、その取付は基板部(
33)に対し、垂木部材(21)のフランジ部(26)
 、 (26)側を敷き込んだ上で、その係合溝部(2
7) 、 (27)の内側上部を顎部(35) 、 (
35)により押止させると共に、この状態で相互に対向
される各組の係合溝部(27) 、 (:116)間に
、横断面へ字状の各係合片(37) 、 (37)の両
端部を拡開させることで、これらの各部材の全一体向な
結合、すなわち、屋根下地(14)面上への固定金具(
32)の固定、および同固定金具(32)上への垂木部
材(21)の固定、ひいては、屋根下地(14)面上へ
の各垂木部材(21)の固定をなすのである。
The system rafter device (20
), the individual demarcation fittings (32) are arranged at predetermined intervals from the line side to the eave side, corresponding to the rafter positions on the roof base (I4), and the roof base (14) is For installation through the above-mentioned bolt nut (38), etc.
It is installed on the 1U roof material (11), and its installation is done on the board part (
33), the flange part (26) of the rafter member (21)
, After laying the (26) side, insert the engaging groove part (26)
7), the inner upper part of (27) is the jaw part (35), (
35), and in this state, between each pair of engagement grooves (27), (116) facing each other, there are engagement pieces (37), (37) each having an F-shaped cross section. By widening both ends of the roof, it is possible to connect all of these members in one direction, that is, to connect the fixing metal fittings (
32), the rafter members (21) are fixed onto the fixing fittings (32), and each rafter member (21) is fixed onto the roof base (14) surface.

なお、この実施例構成の場合、屋根下地(14)面上へ
の各垂木部材(21)の固定は、前記したように必ずし
も固定金具(32)と各係合片(:]7) 、 (37
)とで行なう点に限定されず、その他の固定手段である
ことを妨げるものではなく、こ\で、各垂木部材(21
)に求められる必須の要件は、後述するように中間部に
中間段部(23)を形成すること、および上面部(24
)に所定間隔で止着片(25)を切起しであることの二
点である。
In addition, in the case of this embodiment configuration, each rafter member (21) is fixed onto the roof base (14) surface, as described above, not necessarily by using the fixing metal fitting (32) and each engaging piece (:]7), ( 37
), and does not preclude other fixing means; this means that each rafter member (21
) are required to form an intermediate step part (23) in the middle part as described later, and to form an upper surface part (24).
), the fastening pieces (25) are cut and raised at predetermined intervals.

次に、前記縦葺き屋根板(41)は、前記各垂木部材(
21)間の屋根下地(14)面に葺き込まれる幅寸法と
した面板部(42)を有し、かつその両側部にあって、
前記中間段部(23) 、 (23)に近付けて斜め上
方に立上げられた立トリ部(43) 、 (4:l)と
、同中間段部(23) 、 (23)の各肩部(23a
) 、 (23a)に裏面側を圧接させる横方向圧接部
(44) 、 (44)と、面記上面部(24)の各肩
部(24a) 、 (24a)に裏面側を同様に圧接さ
せる縦方向圧接部(45) 、 (45)とを順次に折
曲形成させると共に、前記各縦方向圧接部(45) 、
 (45)の−F部を面記面板部(4z)側へ下向きに
折返して折返し部(46) 、 (46)としてあり、
これらの各部は、金属薄鋼板をフォーミング形成して長
平方向に長尺の金属成形材とされる。
Next, the vertical roof board (41) is attached to each of the rafter members (
21) has a face plate part (42) with a width dimension to be covered on the roof base (14) surface between them, and is located on both sides of the face plate part (42),
Standing portions (43), (4:l) raised diagonally upward near the intermediate step portions (23), (23), and shoulder portions of the intermediate step portions (23), (23) (23a
) and (23a), and the back side is similarly pressed against each of the shoulders (24a), (24a) of the top surface portion (24). The vertical pressure contact parts (45), (45) are sequentially bent and formed, and each of the vertical pressure contact parts (45),
The -F part of (45) is folded downward toward the face plate part (4z) to form folded parts (46) and (46),
Each of these parts is formed by forming a metal thin steel plate to form a metal forming material that is elongated in the longitudinal direction.

そして、このように形成される前記縦葺き屋根板(41
)については、その面板部(42)によって、面記各垂
木部材(21)間の屋根下地(14)面を覆うように葺
き込むと共に、その左右両側の横方向圧接部(44) 
、 (44)の裏面側を、それぞれに対応する垂木部材
(21)での中間段部(23) 、 (2:l)の各肩
部(2:la) 。
Then, the vertical roof plate (41) formed in this way is
), the face plate part (42) is installed so as to cover the surface of the roof base (14) between each rafter member (21), and the lateral pressure contact parts (44) on both the left and right sides of the roof base (14) are installed.
, (44) to the intermediate step part (23) of the corresponding rafter member (21), and each shoulder part (2:la) of (2:l).

(23a)に接触させることにより、同各横方向圧接部
(44) 、 (44)に連なる各縦方向圧接部(45
) 、 (45)の裏面側もまた、航記上面部(24)
の各肩部(24a) 。
(23a), each horizontal pressure contact part (44), each longitudinal pressure contact part (45) connected to (44)
), the back side of (45) is also the navigation upper surface part (24)
each shoulder (24a).

(24a)に接触される。(24a) is contacted.

また、前記吊子部材(51)は、前記垂木部材(21)
の上面部(24)上に支持され、開穿された一対の止着
孔(53) 、 (53)を各止着片(25) 、 (
25)により圧接して正着される取付は部(52)を有
し、かつその両側部にあって、前記上面部(24)より
も狭い幅で上方に立上げられた立上り部(54) 、 
(54)と、外側横方向に延長された受止部(55) 
、 (55)と、斜め外側下方に垂下された垂下部(5
6) 、 (56)と、内側横方向に延長された押圧部
(57) 、 (57)とを順次に折山形成させると共
に、航記押圧部(57) 、 (57)の端部を上向き
に折返して折返し部(58)としてあり、これらの各部
は、金属鋼板をフォーミング形成して所定の長子寸法に
形成される。
Further, the hanger member (51) is connected to the rafter member (21).
Each of the fastening pieces (25), (25) is supported on the top surface (24) of the
25) has a portion (52) and rising portions (54) located on both sides thereof and raised upward with a narrower width than the upper surface portion (24). ,
(54) and a receiving portion (55) extending laterally outward.
, (55) and a hanging part (5
6) , (56) and the pressing parts (57), (57) extending in the inner lateral direction are sequentially folded, and the ends of the pressing parts (57), (57) are turned upward. It is folded back to form a folded part (58), and each of these parts is formed by forming a metal steel plate to have a predetermined longitudinal dimension.

そしてこSでも、このように形成される前記吊子部材(
51)については、前記各垂木部材(21)の長毛方向
に設定された所定間隔位置にあって、その上面部(24
)上に取付は部(52)を止着固定させることで、左右
両側の各受止部(55) 、 (55)と各垂下部(5
6) 、 (56)とが、前記葺き込まれた縦葺き屋根
板(4I)での各横方向圧接部(44)、、 (44)
の上方と、縦方向圧接部(45) 、 (45)の側方
とを、同止着位置に対応して部分的に跨ぐように装着さ
れると共に、これら各部(55) 、 (5B)の存在
のため、およびそれ自身に対しても、十分な弾圧力が与
えられている各押圧部(57) 、 (57)をして、
前記各横方向圧接部(44) 、 (44)の基部に圧
接させて、その圧接力のために、これらの横方向、およ
び縦方向の各圧接部(44) 、 (45)での前記垂
木部材(21)の各肩部(2:1a)。
Also in this S, the above-mentioned suspender member (
51) are located at predetermined intervals in the long hair direction of each of the rafter members (21), and
), by fixing the part (52) on the left and right sides of each receiving part (55), (55) and each hanging part (5).
6) , (56) are each horizontal pressure contact portion (44), (44) of the vertically roofed roof board (4I).
It is attached so as to partially straddle the upper side of the vertical pressure welding parts (45), (45) corresponding to the fixed position, and the parts (55), (5B) Each pressing part (57), (57) is given sufficient elastic force for its existence and for itself,
The rafters are brought into pressure contact with the bases of the respective lateral pressure contact portions (44), (44), and due to the pressure contact force, the rafters at each of these lateral and longitudinal pressure contact portions (44), (45). Each shoulder (2:1a) of member (21).

(24a)に対するそれぞれの接触点を圧接状態に保持
する。
(24a) are held in pressure contact.

さらに、前記キャップ部材(61)は、前記吊子部材(
51)での左右両側の各受止部(55) 、 (55)
に受止される十分な幅にされた上方覆い部(62)、お
よびこの上方覆い部(62)の左右両側に垂下された側
方覆い部(63) 、 (63)を有し、これらの各側
方覆い部(63) 、 (63)の下部には、前記各押
圧部(57) 、 (57)の折曲基部に係合される係
合部(64) 、 (64)を彎曲形成させ、かつこれ
らの各係合部(64) 、 (64)の下方を内側に絞
り込んでくびれ部(65) 、 (65)とすると共に
、その延長片部(66) 、 (66)を内側に彎曲し
て折返すことで、端部゛に始端圧接部(67) 、 (
67)を形成させてあり、こSでもこれらの各部は、金
属薄鋼板をフォーミング形成して長手方向に長尺の金属
成形材とされる。
Furthermore, the cap member (61) includes the suspender member (
51) on both left and right sides (55), (55)
It has an upper covering part (62) having a width sufficient to be received by the upper covering part (62), and side covering parts (63), (63) hanging down on both left and right sides of this upper covering part (62). At the lower part of each side cover part (63), (63), a curved engaging part (64), (64) is formed to be engaged with the bent base of each pressing part (57), (57). and the lower portions of these engaging portions (64), (64) are narrowed inward to form constricted portions (65), (65), and the extension pieces (66), (66) are narrowed inward. By bending and folding back, a starting end pressure welding part (67), (
67), and each of these parts in S is formed by forming a metal thin steel plate into a longitudinally elongated metal molded material.

そして、このように形成される前記キャップ部材(6I
)については、その上方覆い部(62)、および各側方
覆い部(63) 、 (63)をして、前記各垂木部材
(21)、およびこれに沿わせた縦葺き屋根板(41)
での横方向、縦方向の各圧接部(44) 、 (45)
の部分を全長に亘り、かつ前記吊子部材(51)での各
受止部(55)と各垂下部(56)とを含んで、自身の
弾圧力に抗し、これらの各側方覆い部(63) 、 (
63)をや工押開き気味にして上方から被嵌させること
により、その上方覆い部(62)が各受止部(55) 
、 (55)上に受止され、かつ各側方覆い部(61)
 、 (63)が各垂下部(56) 、 (56)を両
外側から覆うと共に、その各係合部(64) 、 (6
4)が各押圧部(57) 、 (57)の折曲基部に係
合されて、航記した横方向、および縦方向の各圧接部(
44) 、 (45)による餌記各肩部(23a) 、
 (24a)へのそれぞれの圧接状態をより一層9強力
化し、また同時に、その各くびれ部(65) 、 (6
5)と始端圧接部(67) 、 (67)とが、それぞ
れに前記面板部(42)の各立上り部(4:]) 、 
(4:l)に密着状態で圧接され、このようにして、所
期の目的とする縦葺き屋根構造が葺き上げられるのであ
る。
Then, the cap member (6I
), the upper cover part (62) and each side cover part (63), (63) are attached to each of the rafter members (21) and the vertical roof board (41) along the rafter members (21).
The horizontal and vertical pressure welding parts (44) and (45)
over the entire length, and including each receiving part (55) and each hanging part (56) of the suspender member (51), and resisting its own elastic force, each of these side covers Part (63), (
63) is slightly pushed open and fitted from above, so that the upper cover part (62) fits into each receiving part (55).
, (55) and each side cover (61);
, (63) covers each of the hanging parts (56), (56) from both outside sides, and the respective engaging parts (64), (6
4) is engaged with the bending base of each of the pressing parts (57) and (57), and each pressing part (57) in the horizontal and vertical directions (
44), each shoulder of the bait record (23a) according to (45),
(24a) is further strengthened, and at the same time, the respective constrictions (65) and (6
5) and the starting end pressure contact portion (67), (67) are respectively connected to each rising portion (4:]) of the face plate portion (42),
(4:l), and in this way, the desired vertical roof structure is completed.

従って、この実施例によって葺き上げられた縦葺き屋根
構造においては、縦葺き屋根板(41)の各立上り部(
43)への、キャップ部材(61)の各〈びわ部(65
)と始端圧接部(67)との圧接により、これらの両部
(65) 、 (67)間にあって、第1の減圧空間部
(71)か形成され、かつまた、各立トリ部(43)か
ら横方向、縦方向の各圧接部(44) 、 (45)お
よび折返し部(46)にかけて、これらの各部を覆う各
上方覆い部(62)、および側方覆い部(63) 、 
(6:l)により、比較的大きな内容積による第2の減
圧空間部(72)が形成され、また、下方に折返された
各折返し部(46)によっては、この第2の減圧空間部
(72)内に水返し部(73)が形成され、これらの構
成のため、各部材の所要部分相互間での強力な圧接とも
相俟って、屋根下地(14)側への雨水などの浸入を効
果的に防止し得るのである。
Therefore, in the vertical roof structure constructed according to this embodiment, each rising portion (
43), each of the cap member (61)
) and the start end pressure contact part (67), a first decompression space (71) is formed between these parts (65) and (67), and each vertical part (43) From the horizontal and vertical pressure contact parts (44), (45), and the folded part (46), each upper cover part (62) and side cover part (63), which cover each of these parts,
(6:l) forms a second decompression space (72) with a relatively large internal volume, and each downwardly folded folded part (46) forms a second decompression space (72) with a relatively large internal volume. A water return part (73) is formed inside the roof (72), and due to this structure, together with the strong pressure contact between the required parts of each member, it prevents rainwater etc. from entering the roof base (14) side. can be effectively prevented.

そしてまた、この実施例による縦葺き屋根構造では、縦
葺き屋根板(41)での横方向、縦方向の各圧接部(4
4) 、 (45)の二段垂木部材(21)、つまり側
部にそれぞれ中間段部(23) 、 (23)をもつ垂
木部材(21)に対するところの、吊子部材(51)と
キャップ部材(61)との弾圧力による圧接により、爪
木部材(21)への縦葺き屋根板(41)の支持結合作
用、ならびに引留め作用が強力に達成されると共に、併
せて、吊子部材(51)へのキャップ部材(61)の接
触面積の大きい圧接と、各押圧部(57)の折曲基部に
対する各係合部(64)の係合、および各くびれ部(6
5)による引締めとの一体化構成により、構造全体の強
度を格段に向上させ得るのである。
Furthermore, in the vertical roof structure according to this embodiment, each pressure contact portion (4) in the horizontal and vertical directions of the vertical roof board (41) is
4) The hanger member (51) and the cap member for the two-stage rafter member (21) of , (45), that is, the rafter member (21) having intermediate step portions (23), (23) on the sides, respectively. (61), the vertical roof plate (41) is strongly supported and connected to the tie board member (21), and the retaining action is achieved by the pressure contact with the hanger member (61). 51) with a large contact area of the cap member (61), engagement of each engaging portion (64) with the bent base of each pressing portion (57), and each constricted portion (6
The integrated structure with tightening according to 5) can significantly improve the strength of the entire structure.

〔発明の効果〕〔Effect of the invention〕

以上詳述したように、この発明によれば、建築物の屋根
下地上に、棟1軒方向に直交して株価から軒側へ、所定
間隔毎に取付けられる各垂木部材に対し、屋根下地面を
覆う縦葺き屋根板の両側部を沿わせて配置させると共に
、吊子部材を介してこれらの相互を結合させた上で、同
結合部上にキャップ部材を被嵌させて構成する縦葺き屋
根構造において、垂木部材には、上面部から左右両側に
垂下される中間部に、それぞれ中間段部を形成させ、縦
葺き屋根板には、各垂木部材間の屋根下地面に葺き込ま
れる面板部を設けて、少なくとも両側部に、斜め上方に
立上げられた立上り部と、中間段部と上面部の各肩部に
それぞれ裏面側を圧接させる横方向圧接部、および縦方
向圧接部とを順次に折曲形成させておき、また、垂木部
材の上面部上に取付けられる吊子部材には、少なくとも
外側横方向に延長された受止部と、外側下方に垂下され
る重下部を介し、内側横方向に折返されて横方向圧接部
の基部に圧接される押圧部とを順次に折曲形成させ、さ
らに、キャップ部材には、吊子部材の各受止部に受止さ
れる上方覆い部、およびこの、F方覆い部の左右両側に
垂下された側方覆い部を設け、少なくとも各押圧部の折
曲基部に係合される係合部と、立上り部に圧接される内
側に折返された始端圧接部とを順次に折曲形成させたも
のであるから、垂木部材での中間段部の肩部に対しては
、縦1■き屋根板での面板部の横方向圧接部を、同上面
部の肩部に対しては、同縦方向圧接部をそれぞれ接触さ
せた上で、吊子部材の押圧部による押圧と、キャップ部
材による被覆、それに同キャップ部材の始端圧接部によ
る立上り部への押圧とにより、これらの縦葺き屋根板と
垂木部材との両者の圧接を極めて効果的、かつ強靭にな
すことができ、また、同始端圧接部の立上り部への押圧
による第1の減圧空間部の形成と、これに続くキャップ
部材の全体被覆による第2の減圧空間部の形成により、
各部相互の圧接とも相俟って、十分な防水作用を果し得
られ、さらに、これらの各部の密接な連繋に加えて、吊
子部材での各受止部へのキャップ部材の上方覆い部の接
触面積の大きな受止ど、吊子部材での各押圧部の折曲基
部に対するキャップ部材の各係合部の係合締め付けによ
る一体化構成により、構造全体の強度を格段に向上させ
得るほか、従来に比較するとき、形状、構造差に伴なう
作用、効果の相違はあっても、同一の部品点数を用いて
いるので、その構造の簡単なこと鳥も相俟ち極めて容易
かつ安価に実施できるなどの優れた特長を有するもので
ある。
As detailed above, according to the present invention, each rafter member attached to the roof base of a building at predetermined intervals from the stock price to the eaves side perpendicular to the direction of one ridge, A vertical roof that is constructed by arranging both sides of the vertical roof plates that cover the roof, connecting them to each other via a hanger member, and then fitting a cap member over the joint. In the structure, each rafter member has an intermediate step part formed in the middle part hanging from the upper surface part on both the left and right sides, and the vertical roof plate has a face plate part that is installed on the roof subsurface between each rafter member. At least on both sides, a rising part rising diagonally upward, a lateral pressure contact part whose back side is brought into pressure contact with each shoulder of the intermediate step part and the upper surface part, and a vertical pressure contact part are sequentially provided on both sides. In addition, the hanger member attached to the upper surface of the rafter member has at least a receiving part extending laterally on the outside and a heavy part hanging down on the outside, The cap member has an upper covering part which is received by each receiving part of the hanger member. , and side cover portions are provided hanging down on both left and right sides of this F-side cover portion, and at least an engaging portion that is engaged with the bent base of each pressing portion and a side cover portion that is folded back on the inside that is pressed into contact with the rising portion are provided. Since the starting end pressure contact part and the starting end pressure contact part are sequentially bent, the horizontal pressure contact part of the face plate part of the vertical 1 inch roof plate is After bringing the longitudinal pressure welding parts into contact with the shoulder parts of the upper surface, the pressure is applied by the pressing part of the hanger member, the covering by the cap member, and the rising part by the starting end pressure welding part of the cap member. By pressing the vertical roof sheets and the rafter members, it is possible to make the pressure welding extremely effective and strong, and by pressing the rising part of the starting end pressure welding part, the first decompression space is created. By forming a part and subsequently forming a second decompression space part by covering the whole of the cap member,
Combined with the pressure contact between each part, a sufficient waterproof effect can be achieved.Furthermore, in addition to the close connection of these parts, the upper covering part of the cap member to each receiving part of the hanger member The strength of the entire structure can be significantly improved by the integrated configuration in which each engaging part of the cap member is engaged and tightened with the bent base of each pressing part of the hanger member, such as a large receiving area. When compared to the conventional method, although there are differences in function and effect due to differences in shape and structure, since the same number of parts are used, the structure is simple, and the bird is also extremely easy and inexpensive. It has excellent features such as being able to be implemented in many ways.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの発明に係る縦葺き屋根構造の一実施例を適
用した全体構造の概要構成を示す断面図であり、また、
第2図は同上主要な各構成部材を取り出して示す分解斜
視図である。 −フィン久フェルト、(14)・・・・屋根下地、(2
0)・・・・システム垂木装置。 (21)・・・・垂木部材、(22)・・・・本体部、
(23)・・・・中間段部、(23a)・・・・同肩部
、(24)・・・・上面部、(24a)・・・・同肩部
、(25)・・・・止着片、(26)・・・・フランジ
部、(27)・・・・係合溝部。 (31)・・・・固定金具セット、(32)・・・・固
定金具、(33)・・・・取付は基板部、(34)・・
・・押止片部、(35)・・・・顎部、(36)・・・
・係合溝部、(37)・・・・係合片、(38)・・・
・取付は用ボールド・ナツト。 (41)・・・・縦葺き屋根板、(42)・・・・面板
部、(43)・・・・立−ヒリ部、(44)・・・・横
方向圧接部、(45)・・・・縦方向圧接部、(46)
・・・・折返し部。 (51)・・・・吊子部材、(52)・・・・取付は部
、(53)・・・・止着孔、(54)・・・・立上り部
、(55)・・・・受止部、(56)・・・・垂下部、
(57)・・・・押圧部、(58)・・・・折返し部。 (61)・・・・キャップ部材、(62)・・・・上方
覆い部、(63)・・・・側方覆い部、(64)・・・
・係合部、(65)・・・・くびれ部、(66)・・・
・延長片部、(67)・・・・始端圧接部。 (月)・・・・第1の減圧空間部、(72)・・・・第
1の減圧空間部、(73)・・・・水返し部。
FIG. 1 is a sectional view showing the general structure of the overall structure to which an embodiment of the vertical roof structure according to the present invention is applied, and
FIG. 2 is an exploded perspective view showing the main components of the same. -Finkyu felt, (14)...Roof base, (2
0)...System rafter device. (21)... Rafter member, (22)... Body part,
(23)... Middle step part, (23a)... Same shoulder part, (24)... Top surface part, (24a)... Same shoulder part, (25)... Fastening piece, (26)...flange part, (27)...engaging groove part. (31)...Fixing metal fittings set, (32)...Fixing metal fittings, (33)...Mounting on the board, (34)...
... Holding piece part, (35) ... Jaw part, (36) ...
・Engagement groove, (37)...Engagement piece, (38)...
- Mounted with a bold nut. (41)...Vertical roof board, (42)...Face plate part, (43)...Vertical rib part, (44)...lateral pressure contact part, (45)... ...Longitudinal pressure welding part, (46)
...Folding section. (51)...Hanger member, (52)...Attachment part, (53)...Fixing hole, (54)...Rising part, (55)... Receiving part, (56)... hanging part,
(57)...Press portion, (58)...Folding portion. (61)... Cap member, (62)... Upper covering part, (63)... Side covering part, (64)...
・Engagement part, (65)... Constriction part, (66)...
・Extension piece, (67)...starting end pressure welding part. (Mon)...First reduced pressure space part, (72)...First reduced pressure space part, (73)... Water return part.

Claims (1)

【特許請求の範囲】[Claims] (1)建築物の屋根下地上に、棟、軒方向に直交して棟
側から軒側へ、所定間隔毎に取付けられる各垂木部材に
対し、屋根下地面を覆う縦葺き屋根板の両側部を沿わせ
て配置させると共に、吊子部材を介してこれらの相互を
結合させた上で、同結合部上にキャップ部材を被嵌させ
て構成する縦葺き屋根構造において、 前記垂木部材には、上面部から左右両側に垂下される中
間部に、それぞれ中間段部を形成させ、前記縦葺き屋根
板には、各垂木部材間の屋根下地面に葺き込まれる面板
部を設けて、少なくとも両側部に、斜め上方に立上げら
れた立上り部と、前記中間段部と上面部の各肩部にそれ
ぞれ裏面側を圧接させる横方向圧接部、および縦方向圧
接部とを順次に折曲形成させ、 前記垂木部材の上面部上に取付けられる吊子部材には、
少なくとも外側横方向に延長された受止部と、外側下方
に垂下される垂下部を介し、内側横方向に折返されて前
記横方向圧接部の基部に圧接される押圧部とを順次に折
曲形成させ、 前記キャップ部材には、前記吊子部材の各受止部に受止
される上方覆い部、およびこの上方覆い部の左右両側に
垂下された側方覆い部を設け、少なくとも前記各押圧部
の折曲基部に係合される係合部と、前記立上り部に圧接
される内側に折返された始端圧接部とを順次に折曲形成
させたことを特徴とする縦葺き屋根構造。
(1) For each rafter member installed on the roof subsurface of a building at predetermined intervals from the ridge side to the eave side, perpendicular to the ridge and eave directions, both sides of the vertical roof board covering the roof subsurface In a vertical roof structure configured by arranging the rafters side by side, connecting them to each other via a hanger member, and fitting a cap member onto the connecting part, the rafter member includes: Intermediate step portions are formed in intermediate portions that hang down from the upper surface portion on both the left and right sides, and the vertically roofed roof board is provided with a face plate portion that is covered in the roof subsurface between each rafter member, and at least both side portions are formed. , sequentially bending and forming a rising portion rising diagonally upward, a lateral press-contact portion and a vertical press-contact portion whose back sides are pressed against each shoulder of the intermediate step portion and the upper surface portion, respectively; The hanger member attached to the upper surface of the rafter member includes:
Sequentially bending a receiving part extending at least in the outer lateral direction and a pressing part that is folded back in the inner lateral direction and press-contacted to the base of the lateral pressure contact part via a hanging part hanging downward on the outer side. The cap member is provided with an upper cover portion that is received by each receiving portion of the hanger member, and side cover portions that hang down on both left and right sides of the upper cover portion, and at least 1. A vertical roof structure, characterized in that an engaging part that is engaged with a bent base of a part, and a starting end pressure contact part that is folded inward and that is pressed against the rising part are sequentially bent.
JP3082688A 1988-02-15 1988-02-15 Vertical roof structure Expired - Fee Related JPH0645954B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3082688A JPH0645954B2 (en) 1988-02-15 1988-02-15 Vertical roof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3082688A JPH0645954B2 (en) 1988-02-15 1988-02-15 Vertical roof structure

Publications (2)

Publication Number Publication Date
JPH01207555A true JPH01207555A (en) 1989-08-21
JPH0645954B2 JPH0645954B2 (en) 1994-06-15

Family

ID=12314505

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3082688A Expired - Fee Related JPH0645954B2 (en) 1988-02-15 1988-02-15 Vertical roof structure

Country Status (1)

Country Link
JP (1) JPH0645954B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100386890B1 (en) * 2000-06-19 2003-06-12 토시오 우아미 Structure for mutually connecting metal roof boards of vertical roofing type
KR100386888B1 (en) * 2000-06-19 2003-06-12 토시오 우아미 Structure for mutually connecting metal roof boards of vertical roofing type
KR100386889B1 (en) * 2000-06-19 2003-06-12 토시오 우아미 Structure for mutually connecting metal roof boards of vertical roofing type

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100386890B1 (en) * 2000-06-19 2003-06-12 토시오 우아미 Structure for mutually connecting metal roof boards of vertical roofing type
KR100386888B1 (en) * 2000-06-19 2003-06-12 토시오 우아미 Structure for mutually connecting metal roof boards of vertical roofing type
KR100386889B1 (en) * 2000-06-19 2003-06-12 토시오 우아미 Structure for mutually connecting metal roof boards of vertical roofing type

Also Published As

Publication number Publication date
JPH0645954B2 (en) 1994-06-15

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