JPH08120840A - Internal connection type vertically roofed roof - Google Patents

Internal connection type vertically roofed roof

Info

Publication number
JPH08120840A
JPH08120840A JP28273494A JP28273494A JPH08120840A JP H08120840 A JPH08120840 A JP H08120840A JP 28273494 A JP28273494 A JP 28273494A JP 28273494 A JP28273494 A JP 28273494A JP H08120840 A JPH08120840 A JP H08120840A
Authority
JP
Japan
Prior art keywords
gutter
joint
roof
sections
base material
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
JP28273494A
Other languages
Japanese (ja)
Other versions
JP2781957B2 (en
Inventor
Shigeharu Kono
重治 河野
Tetsuya Higuchi
哲矢 樋口
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.)
Yodogawa Steel Works Ltd
Original Assignee
Yodogawa Steel Works 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 Yodogawa Steel Works Ltd filed Critical Yodogawa Steel Works Ltd
Priority to JP28273494A priority Critical patent/JP2781957B2/en
Publication of JPH08120840A publication Critical patent/JPH08120840A/en
Application granted granted Critical
Publication of JP2781957B2 publication Critical patent/JP2781957B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE: To connect roof materials mutually, simply and firmly. CONSTITUTION: Joining sections 8 at the ends of roof materials 5 are connected mutually by the two members of a connecting frame 11 and a joint frame 19. Gutter sections 13 are formed integrally to the connecting frame 11, and engaging sections 14 are formed at both opening edges of the gutter sections 13. The joining sections 8 are engaged elastically with the engaging sections 14. The joint frame 19 is formed of a pair of left and right leg pieces 20 and a flat upper wall 22 mutually bonding the leg pieces 20. Gutter sections 24 and retaining sections 25 are shaped to the lower sections of the leg pieces 20. The retaining sections 25 are retained elastically at the stepped sections of the external surfaces of the joining sections 8. Gutter sections 9 receiving the undersides of the gutter sections 24 are formed while being continued at the lower ends of each joining section 8. The undersides of the gutter sections 9 are received by the gutter sections 13 formed to the connecting frame 11, thus further reinforcing a waterproof function.

Description

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

【0001】[0001]

【産業上の利用分野】縦葺き型の屋根において、屋根材
の接合部も含めて、屋根の外面全体を平坦に葺き上げる
形態があり、そこでは隣接する屋根材どうしを屋根の内
面側で連結している。本発明は、こうした内部連結型の
縦葺き屋根に関し、その屋根材の連結構造を改良したも
のである。
[Industrial application] In a vertically-roofed roof, there is a form in which the entire outer surface of the roof, including the joints between the roof materials, is flatly raised, in which adjacent roof materials are connected on the inner surface side of the roof. are doing. The present invention relates to such an internal connecting type thatched roof, and is an improvement in the connecting structure of the roof material.

【0002】[0002]

【従来の技術】この種の縦葺き屋根の従来技術に特公平
3−22504号公報がある。そこでは、図6に示すよ
うに、チャンネル材状の取付枠40と成形形材からなる
連結枠41とをアンカーボルト42およびナット43で
屋根下地44上に締結固定し、隣接する屋根材45の接
合部46をブラインドリベット47で連結枠41にそれ
ぞれ締結する。さらにキャップ48を連結枠41に圧嵌
装着して、連結部の外面を平坦に仕上げている。取付枠
40は樋を兼ねており、アンカーボルト42との締結部
からの雨水の浸入を避けるために、その内底壁に上突状
の締結座49を設けている。
2. Description of the Related Art Japanese Patent Publication No. 3-22504 discloses a conventional technique for this kind of vertical roof. There, as shown in FIG. 6, a channel-shaped mounting frame 40 and a connecting frame 41 made of a molded shape are fastened and fixed on a roof base 44 by anchor bolts 42 and nuts 43, and adjacent roof members 45 are fixed. The joint portions 46 are fastened to the connecting frames 41 with blind rivets 47, respectively. Further, the cap 48 is press-fitted onto the connecting frame 41 to finish the outer surface of the connecting portion flat. The mounting frame 40 also serves as a gutter, and an upper projecting fastening seat 49 is provided on the inner bottom wall thereof in order to prevent rainwater from entering the fastening portion with the anchor bolt 42.

【0003】同様の屋根構造が特開平6−136893
号公報にも公知である。そこでは、上記の屋根構造に比
べて連結構造が簡素化されている。図7に示すように、
樋体50とこれに外嵌する連結枠41とを屋根下地44
に配置し、連結枠41の上壁中央に上向きに開口する溝
51を設け、この溝51の開口縁に突設した一対の係合
片52に、隣接する屋根材45の接合部46をそれぞれ
引っ掛けて係合する。さらに、両接合部46の間にシー
ル体を兼ねる継手枠53を圧嵌係合して、接合部46が
係合片52から外れるのを防いでいる。継手枠53はプ
ラスチック成形品からなる継手本体54と、これに圧嵌
装着されるカバー体55とで、全体としてT字状に形成
してある。連結枠41はプラスチックあるいはアルミニ
ウムの成形形材を分断した非条材状の枠体からなる。
A similar roof structure is disclosed in Japanese Patent Laid-Open No. 6-136893.
It is also known in Japanese Patent Publication. There, the connection structure is simplified compared to the roof structure described above. As shown in FIG.
The gutter body 50 and the connecting frame 41 fitted on the gutter body 50 are attached to the roof base 44.
A groove 51 that opens upward in the center of the upper wall of the connecting frame 41, and the pair of engaging pieces 52 projecting from the opening edge of the groove 51, the joint portion 46 of the adjacent roofing material 45, respectively. Hook and engage. Further, a joint frame 53 that also serves as a seal body is press-fitted between both joint portions 46 to prevent the joint portion 46 from being disengaged from the engagement piece 52. The joint frame 53 includes a joint main body 54 made of a plastic molded product and a cover body 55 press-fitted to the joint main body 54, and is formed in a T shape as a whole. The connecting frame 41 is made of a non-striped frame body obtained by dividing a molded profile of plastic or aluminum.

【0004】[0004]

【発明が解決しようとする課題】上記の従来例におい
て、前者の屋根構造では、連結枠41を屋根下地44に
アンカーボルト42およびナット43で締結し、さらに
屋根材45を連結枠41にブラインドリベット47で締
結するので、耐負圧強度に優れた屋根構造が得られる。
その反面、施工に手間が掛かることを避けられない。こ
の点、後者の屋根構造では、屋根材45を連結枠41に
係合した後、継手枠53を接合部46間の隙間に圧嵌装
着するだけで接合できるので、施工の手間を大幅に減少
できる。しかし、プラスチック成形品である継手本体5
4は、長期使用に伴うストレスを受けてクリープ変形を
生じやすく、耐負圧強度を長期にわたって保障すること
が困難である。
In the above-mentioned conventional example, in the former roof structure, the connecting frame 41 is fastened to the roof underlayer 44 by the anchor bolts 42 and the nuts 43, and the roofing material 45 is connected to the connecting frame 41 by the blind rivet. Since it is fastened at 47, a roof structure excellent in negative pressure strength can be obtained.
On the other hand, it is inevitable that construction will take time. In this respect, in the latter roof structure, the roof material 45 is engaged with the connecting frame 41, and then the joint frame 53 can be joined only by being press-fitted in the gap between the joint portions 46, so that the labor of construction can be greatly reduced. it can. However, the joint body 5 which is a plastic molded product
In No. 4, creep deformation easily occurs due to stress associated with long-term use, and it is difficult to ensure negative pressure resistance strength for a long time.

【0005】いずれの場合も、連結部構造を構成する部
材点数が多く、構造が複雑で各部材の製造に要するコス
トが高く付く。前者ではブラインドリベット47が連結
枠41を上下に貫通するため、後者では連結枠41が短
寸の枠体からなるため、連結部の内底に樋を兼ねる取付
枠40、あるいは樋体50を設けて、連結部に浸入する
雨水を流下しているが、これらの部材も連結部の構造が
複雑化する一因となっている。さらに、連結部に浸入し
た雨水を取付枠40あるいは樋体50のみで排水するの
で、長期使用時の発錆等によって取付枠40あるいは樋
体50を介して漏水することがあり、信頼性に不安が残
る。取付枠40や樋体50を交換することは不可能では
ないが、そのためには木毛板や断熱板なども除去する必
要があり、その作業に多くの手間を要する。後者の従来
例においては、樋体50を所定間隔おきに配置した連結
枠41で押え保持しているだけであるので、屋根に負圧
が作用するとき、樋体50が遊動するおそれがある。
In either case, the number of members constituting the connecting portion structure is large, the structure is complicated, and the cost required for manufacturing each member is high. In the former case, the blind rivet 47 vertically penetrates the connecting frame 41, and in the latter case, the connecting frame 41 is formed of a short frame body. Therefore, the mounting frame 40 also serving as a gutter or the gutter body 50 is provided on the inner bottom of the connecting portion. As a result, rainwater that infiltrates the connecting portion flows down, but these members also contribute to the complicated structure of the connecting portion. Furthermore, since rainwater that has entered the connecting portion is drained only by the mounting frame 40 or the gutter body 50, water may leak through the mounting frame 40 or the gutter body 50 due to rust or the like during long-term use. Remains. Although it is not impossible to replace the mounting frame 40 and the gutter body 50, it is necessary to remove the wood wool board, the heat insulating board, and the like, which requires a lot of trouble. In the latter conventional example, since the gutters 50 are only held by the connecting frames 41 arranged at predetermined intervals, the gutters 50 may move when negative pressure is applied to the roof.

【0006】本発明の目的は、屋根材を少ない手間で容
易に葺き上げることができ、しかも長期にわたって耐負
圧強度を保障できる、信頼性に優れた内部連結型の縦葺
き屋根を提供することにある。本発明の目的は、連結部
構造を簡素化して、より低コストで構成できる縦葺き屋
根を提供することにある。本発明の目的は、樋機能を複
数個所に備えていて、雨水の浸入を幾重にも阻止でき、
長期使用時の防水性に優れた縦葺き屋根を提供すること
にある。
[0006] An object of the present invention is to provide a highly reliable interior connecting type thatch roof which can easily raise a roofing material with a small amount of labor and can guarantee negative pressure resistance strength for a long period of time. is there. An object of the present invention is to provide a vertically-roofed roof that can be constructed at a lower cost by simplifying the structure of the connecting portion. An object of the present invention is to provide a gutter function at a plurality of places, which can prevent rainwater from invading in multiple layers,
It is to provide a vertical thatched roof with excellent waterproof properties for long-term use.

【0007】[0007]

【課題を解決するための手段】本発明は、図1に示すご
とく内層下地材2と、外層下地材4と、外層下地材4の
外面を覆う屋根材5とを有し、屋根材5の左右両端に設
けた接合部8が、内層下地材2を介して母屋又は梁に止
め付けた条材状の連結枠11にそれぞれ掛け止め係合さ
れ、隣接する接合部8の間に継手枠19が圧嵌係合して
ある内部連結型の縦葺き屋根を対象とする。
As shown in FIG. 1, the present invention has an inner layer base material 2, an outer layer base material 4, and a roof material 5 that covers the outer surface of the outer layer base material 4. The joint portions 8 provided at the left and right ends are hooked and engaged with the strip-shaped connecting frames 11 fixed to the purlin or the beam via the inner layer base material 2, respectively, and the joint frame 19 is provided between the adjacent joint portions 8. Is intended for an internally connected vertical thatched roof in which is press-fitted.

【0008】図3において連結枠11は、内層下地材2
で支持される底壁13aと、底壁13aの左右端から立
ち上がる一対の立壁13bとで形成した上向きに開口す
る樋部13と、樋部13の左右に設けられて内層下地材
2を介して下地材1にねじ16で締結固定される締結座
12とを有する。樋部13の両立壁13bの上部に係止
部14が左右対向状に突設されている。屋根材5の主面
壁6の左右端に、係止部14に弾性係合する接合部8
と、上面側が開口する樋部9とが連続して折り曲げ形成
されている。継手枠19は、隣接する屋根材5の接合部
8の外面を覆う上壁22と、上壁22の内面に突設した
左右一対の脚片20とを有する条材からなる。これら両
脚片20の下部に樋部24を設け、両樋部24の遊端開
口縁に接合部8の外面段部に弾性係合する掛止部25を
設ける。
In FIG. 3, the connecting frame 11 is an inner layer base material 2
The bottom wall 13a supported by the bottom wall 13a and the pair of standing walls 13b rising from the left and right ends of the bottom wall 13a, and the upwardly opening gutter portion 13, and the inner layer base material 2 provided on the left and right sides of the gutter portion 13 The base material 1 has a fastening seat 12 which is fastened and fixed with a screw 16. A locking portion 14 is provided on the upper portion of the compatibility wall 13b of the trough portion 13 so as to be opposed to each other in the left-right direction. Joining portions 8 that elastically engage the locking portions 14 at the left and right ends of the main surface wall 6 of the roof material 5.
And the gutter portion 9 having an opening on the upper surface side are continuously bent and formed. The joint frame 19 is made of a strip material having an upper wall 22 that covers the outer surface of the joint portion 8 of the adjacent roof material 5 and a pair of left and right leg pieces 20 that project from the inner surface of the upper wall 22. A gutter portion 24 is provided at the lower portion of each of the leg pieces 20, and a hooking portion 25 that elastically engages with the outer surface step of the joint portion 8 is provided at the free end opening edge of each gutter portion 24.

【0009】上記の連結構造に加えて、連結枠11にお
ける樋部13の底壁13aのほぼ中央に、左右一対の段
部を備えた係止部15を立設し、隣接する樋部9の遊端
開口縁のそれぞれに、係止部15に接当係合する掛止部
10を折り曲げ形成する。
In addition to the above-described connecting structure, a locking portion 15 having a pair of left and right step portions is provided upright at approximately the center of the bottom wall 13a of the gutter portion 13 in the connecting frame 11, and the adjacent gutter portions 9 are At each of the free end opening edges, a hooking portion 10 that is in abutting engagement with the locking portion 15 is formed by bending.

【0010】[0010]

【作用】屋根材5は、左右の接合部8の一方を連結枠1
1の係止部14に掛け止めた後、他方の接合部8を連結
枠11の別の係止部14に弾性係合して取り付ける。そ
のうえで、図2に示すごとく隣接する接合部8間に継手
枠19を上方から被せ付けて、各脚片20に設けた掛止
部25を接合部8に弾性係合する。このように、屋根材
5と継手枠19を順に弾性係合する屋根連結構造によれ
ば、屋根材5を別にすると、連結部材として連結枠11
と継手枠19を設けるだけで済む。屋根材5の接合部8
を連結枠11の係止部14に弾性係合し、さらに接合部
8の外面段部に継手枠19の掛止部25を弾性係合する
ので、屋根材5の連結枠11に対する取り付け強度、と
くに耐負圧強度を十分に確保できる。継手枠19と屋根
材5との間から浸入する雨水は、継手枠19に設けた樋
部24で流下できる。この樋部24から洩れあるいはあ
ふれた雨水は、接合部8に連続して形成した樋部9で流
下できる。さらに、樋部9から洩れあるいはあふれ出た
雨水は、連結枠11の樋部13で流下できる。つまり、
内外多重に配置した樋部24・9・13で雨水が屋根内
面側へ浸入するのを確実に阻止できる。
The roof material 5 has one of the left and right joints 8 connected to the connecting frame 1.
After being hooked on one locking portion 14, the other joint portion 8 is elastically engaged with another locking portion 14 of the connecting frame 11 and attached. Then, as shown in FIG. 2, the joint frame 19 is put between the adjacent joint portions 8 from above, and the hook portions 25 provided on the leg pieces 20 are elastically engaged with the joint portions 8. As described above, according to the roof connecting structure in which the roof material 5 and the joint frame 19 are elastically engaged in order, apart from the roof material 5, the connecting frame 11 serves as a connecting member.
Only the joint frame 19 is required. Joining part 8 of roofing material 5
Is elastically engaged with the locking portion 14 of the connecting frame 11, and further the engaging portion 25 of the joint frame 19 is elastically engaged with the outer surface step of the joining portion 8. Especially, sufficient negative pressure resistance can be secured. Rainwater that enters from between the joint frame 19 and the roof material 5 can flow down in the gutter portion 24 provided in the joint frame 19. Rainwater that leaks or overflows from the gutter 24 can flow down in the gutter 9 formed continuously with the joint 8. Further, the rainwater leaking or overflowing from the gutter 9 can flow down in the gutter 13 of the connecting frame 11. That is,
It is possible to reliably prevent rainwater from entering the inner surface of the roof by the gutters 24, 9 and 13 arranged in the inner and outer layers.

【0011】樋部13に係止部15を設け、これに屋根
材5の樋部9の遊端開口縁の掛止部10を弾性係合する
屋根連結構造によれば、屋根材5の連結枠11に対する
取り付け強度をさらに増強して、耐負圧強度を向上でき
る。
According to the roof connecting structure in which the locking portion 15 is provided on the trough portion 13 and the hooking portion 10 of the free end opening edge of the trough portion 9 of the roof material 5 is elastically engaged with this, the roof material 5 is connected. The attachment strength to the frame 11 can be further enhanced to improve the negative pressure resistance strength.

【0012】[0012]

【発明の効果】本発明によれば、連結枠11を内層下地
材2を介して母屋又は梁などの下地材1に締結した後、
各屋根材5の接合部8を連結枠11の各係止部14に圧
嵌係合し、次いで隣接する屋根材5の各接合部8に継手
枠19を圧嵌係合することで屋根を葺き上げることがで
きるので、従来例に比べて施工に要する手間を減少でき
る。連結枠11および継手枠19はそれぞれ条材からな
り、上記の弾性係合部のそれぞれが屋根材5の長手方向
の全長にわたって形成されるので、十分な耐負圧強度を
発揮でき、連結強度を長期にわたって維持し続けること
ができる。
According to the present invention, after the connecting frame 11 is fastened to the base material 1 such as a purlin or a beam through the inner layer base material 2,
The joint portion 8 of each roofing material 5 is press-fitted to each locking portion 14 of the connecting frame 11, and then the joint frame 19 is press-fitted to each jointing portion 8 of the adjacent roofing material 5 to form the roof. Since it can be roofed, the labor required for construction can be reduced compared to the conventional example. The connecting frame 11 and the joint frame 19 are each made of a strip material, and since each of the elastic engaging portions is formed over the entire length in the longitudinal direction of the roof material 5, sufficient negative pressure resistance strength can be exerted, and the connecting strength can be maintained for a long time. Can be maintained over.

【0013】連結枠11に樋部13を設け、単一部材か
らなる継手枠19で連結部の外面を平坦に覆うので、連
結部構造を簡素化でき、その分だけ製造に要するコスト
を減らして、より低コストの内部連結型の縦葺き屋根を
提供できる。連結枠11の樋部13とは別に屋根材5お
よび継手枠19のそれぞれに樋部9・24を設けて、雨
水の浸入経路を幾重にも遮断しているから、防水機能を
強化できるうえ、長期使用時の発錆等によって樋部24
に漏水を生じても、これを樋部9・13に流して、雨水
が屋根下地材の側へ漏れ出るのを確実に防止できる。
Since the gutter portion 13 is provided on the connecting frame 11 and the outer surface of the connecting portion is flatly covered with the joint frame 19 made of a single member, the connecting portion structure can be simplified and the manufacturing cost can be reduced accordingly. , Can provide a lower cost interconnected vertical thatched roof. In addition to the gutter portion 13 of the connection frame 11, the roof material 5 and the joint frame 19 are provided with gutter portions 9 and 24 respectively to cut off the rainwater intrusion route in multiple layers, so that the waterproof function can be enhanced. The gutter 24 due to rust etc. during long-term use
Even if water leaks, the rainwater can be surely prevented from leaking to the side of the roof base material by flowing it into the troughs 9 and 13.

【0014】[0014]

【実施例】図1ないし図4は本発明に係る縦葺き屋根の
実施例を示す。図2において、符号1はC形鋼からなる
母屋などの下地材、2は下地材1の外面に固定した内層
下地材、3はアスファルトルーフィング、ルーフィング
フェルトあるいはゴムシートなどの防水シート、4は防
水シート3の外面に固定した外層下地材である。内層下
地材2は天井壁を兼ねて木毛板あるいは野地板で形成し
てあり、下地材1にビス等で締結固定する。外層下地材
4は木毛板や合板、あるいはスタイロフォームなどの硬
質断熱板からなり、内層下地材2の上面にアスファルト
ルーフィングを介して配置され、必要に応じてビス等で
締結固定される。この外層下地材4で縦葺きの屋根材5
の内面を接当支持する。
1 to 4 show an embodiment of a vertical roof according to the present invention. In FIG. 2, reference numeral 1 is a base material such as a C-shaped steel purlin, 2 is an inner base material fixed to the outer surface of the base material 1, 3 is a waterproof sheet such as asphalt roofing, roofing felt or rubber sheet, and 4 is waterproof. An outer layer base material fixed to the outer surface of the sheet 3. The inner layer base material 2 is formed of a wood wool board or a ground board also as a ceiling wall, and is fastened and fixed to the base material 1 with screws or the like. The outer layer base material 4 is made of wood wool board, plywood, or a hard heat insulating plate such as Styrofoam, is arranged on the upper surface of the inner layer base material 2 via asphalt roofing, and is fastened and fixed with screws or the like as necessary. This outer layer base material 4 is used as a roof material 5
Support the inner surface of.

【0015】屋根材5は所定幅をもったコイル状の塗装
鋼板をロール成形して作る。その内面に発泡断熱層を裏
打ちすることもある。詳しくは、図3に示すように左右
に所定幅の寸法をもった平坦な主面壁6の左右端に段落
部7を浅く形成し、段落部7の外側端に連続してL字状
の接合部8を下方へ突設し、さらに接合部8の下端に連
続して樋部9を形成し、その遊端縁に掛止部10を形成
する。図4に示すように、主面壁6は連続山形に折り曲
げて、その曲げ強度を向上する。
The roof material 5 is formed by roll-forming a coil-shaped coated steel sheet having a predetermined width. The inner surface may be lined with a foam insulation layer. Specifically, as shown in FIG. 3, a paragraph 7 is shallowly formed at the left and right ends of a flat main surface wall 6 having a predetermined width on the left and right, and an L-shaped joint is continuously formed at the outer end of the paragraph 7. The portion 8 is provided so as to project downward, and further, a gutter portion 9 is formed continuously at the lower end of the joint portion 8 and a hook portion 10 is formed at the free end edge thereof. As shown in FIG. 4, the principal surface wall 6 is bent in a continuous chevron shape to improve its bending strength.

【0016】樋部9は、図3に示すごとく接合部8の下
方に連続する傾斜壁9aと、平坦な底壁9bと、垂直状
の遊端壁9cとで逆台形状に形成してあり、その大半が
接合部8より外側方に突出していて、上面側が開口して
いる。傾斜壁9aは、接合部8を連結枠11に圧嵌装着
するとき、係止部14に先当たりして接合部8を拡開変
形させる誘導壁として作用する。樋部9の遊端壁9cの
上端には、後述する係止部15に弾性係合する掛止部1
0を断面く字状に折り曲げ形成し、さらにその上端から
接合部8の側へ向かって受壁28を水平に張り出す。
As shown in FIG. 3, the trough portion 9 is formed in an inverted trapezoidal shape by an inclined wall 9a continuous below the joint portion 8, a flat bottom wall 9b, and a vertical free end wall 9c. , Most of them project outward from the joint portion 8, and the upper surface side is open. The inclined wall 9a acts as a guide wall that expands and deforms the joint portion 8 in advance of the locking portion 14 when the joint portion 8 is press-fitted to the connecting frame 11. On the upper end of the free end wall 9c of the trough portion 9, a hooking portion 1 that elastically engages with a locking portion 15 described later.
0 is bent to have a V-shaped cross section, and the receiving wall 28 is horizontally projected from the upper end toward the joint portion 8.

【0017】屋根材5を葺き上げるために、左右に離し
た外層下地材4・4間に露出する内層下地材2上に連結
枠11を配置する。連結枠11は屋根材5と同等の金属
板をロール成形して形成されており、樋部13の左右両
側に締結座12を設け、樋部13の開口縁のそれぞれに
係止部14を設けた長尺材からなる。
To raise the roofing material 5, a connecting frame 11 is arranged on the inner layer base material 2 exposed between the left and right outer layer base materials 4, 4. The connection frame 11 is formed by roll-forming a metal plate equivalent to the roof material 5, and has fastening seats 12 provided on both left and right sides of the gutter 13 and locking portions 14 provided at each opening edge of the gutter 13. Made of long material.

【0018】すなわち樋部13は、平坦な底壁13a
と、底壁13aの左右端から立ち上がる左右一対の立壁
13bとで、上向きに開口するコ字形断面に形成し、各
立壁13bの上端に下り傾斜する係止部14を左右対向
状に突設する。さらに、底壁13aの中央に一対の段部
を備えた矢尻形の係止部15を突出形成する。立壁13
bおよび係止部14は、係止部14の突端で折り返して
内外二重に形成する。立壁13bの外壁下端に連続して
締結座12を直角に折り曲げ形成する。締結座12をタ
ッピンビスあるいはセルフドリリングビスなどのねじ1
6で締結することにより、連結枠11は内層下地材2を
介して下地材1に固定される(図2参照)。17は締結
孔を封止するためのシーリング材であり、ゴムシートや
フェルトシートを平座金状に打ち抜いて形成する。
That is, the trough portion 13 has a flat bottom wall 13a.
And a pair of left and right standing walls 13b standing up from the left and right ends of the bottom wall 13a are formed in a U-shaped cross section that opens upward, and the locking portions 14 that are inclined downward are projected from the upper end of each standing wall 13b so as to be opposed to each other. . Further, an arrowhead-shaped locking portion 15 having a pair of steps is formed in the center of the bottom wall 13a so as to project. Standing wall 13
The b and the locking portion 14 are folded back at the projecting end of the locking portion 14 to form an inner and outer double layer. The fastening seat 12 is bent at a right angle continuously from the lower end of the outer wall of the standing wall 13b. The fastening seat 12 is a screw 1 such as a tapping screw or a self-drilling screw.
By fastening at 6, the connecting frame 11 is fixed to the base material 1 through the inner layer base material 2 (see FIG. 2). Reference numeral 17 denotes a sealing material for sealing the fastening holes, which is formed by punching a rubber sheet or a felt sheet into a flat washer shape.

【0019】接合部8の係止部14に対する係合状態を
強化し、さらに隣接する屋根材5の隣接隙間を塞いで平
坦化するために継手枠19を設ける。継手枠19は図3
に示すごとく、隣接する屋根材5の接合部8の外面を覆
う上壁22と、上壁22の両側内面に折り返したシール
壁21と、シール壁21の中央下面に突設した左右一対
の脚片20とを一体に折り曲げ形成した長尺材からな
り、屋根材5と同等の素材で形成する。両脚片20の下
部に受壁28の上面と対向する横壁23と、逆台形状の
樋部24とを連続して形成し、樋部24の遊端開口縁を
掛止部25として利用する。この掛止部25は、接合部
8の外面の段部に弾性係合する。図1において段落部7
とシール壁21との間、および受壁28と横壁23との
間に設けた部材は、シールテープ26である。シールテ
ープ26はその片面を段落部7とシール壁21とのいず
れか一方、および受壁28と横壁23とのいずれか一方
に予め接着固定しておく。
A joint frame 19 is provided to strengthen the engagement state of the joint portion 8 with the locking portion 14 and to close and flatten the adjacent gap between the adjacent roof members 5. The joint frame 19 is shown in FIG.
As shown in FIG. 5, an upper wall 22 that covers the outer surface of the joint portion 8 of the adjacent roofing material 5, a seal wall 21 that is folded back to the inner surfaces on both sides of the upper wall 22, and a pair of left and right legs that protrude from the central lower surface of the seal wall 21. It is made of a long material in which the piece 20 is integrally bent and formed, and is made of the same material as the roof material 5. A lateral wall 23 facing the upper surface of the receiving wall 28 and an inverted trapezoidal gutter portion 24 are continuously formed in the lower part of the two leg pieces 20, and the free end opening edge of the gutter portion 24 is used as a hook portion 25. The hook portion 25 elastically engages with a step portion on the outer surface of the joint portion 8. Paragraph 7 in FIG.
The members provided between the seal wall 21 and the seal wall 21 and between the receiving wall 28 and the lateral wall 23 are seal tapes 26. One side of the seal tape 26 is preliminarily adhered and fixed to one of the paragraph portion 7 and the seal wall 21 and one of the receiving wall 28 and the lateral wall 23.

【0020】施工時には、防水シート3が敷設された内
層下地材2の外面に連結枠11を軒棟方向に沿って配置
し、左右の締結座12をねじ16で所定間隔おきに内層
下地材2を通して母屋1に止め付ける。このとき、外層
下地材4は連結枠11より先に内層下地材2に締結固定
しておいてもよいし、連結枠11を締結した後に固定し
てもよい。
At the time of construction, the connecting frame 11 is arranged on the outer surface of the inner layer base material 2 on which the waterproof sheet 3 is laid, along the eaves ridge direction, and the left and right fastening seats 12 are screwed at predetermined intervals to the inner layer base material 2. To the main building 1 through. At this time, the outer layer base material 4 may be fastened and fixed to the inner layer base material 2 before the connecting frame 11, or may be fixed after the connecting frame 11 is fastened.

【0021】次に、屋根材5の一方の掛止部10を連結
枠11の係止部15の首下段部に差し込み、接合部8を
連結枠11の係止部14に引っ掛けて係合し、掛止部1
0および接合部8を係止部14・15の間に圧嵌係合す
る。同様に他方の接合部8および掛止部10を連結枠1
1の係止部14・15に押し込んでそれぞれ弾性係合
し、隣接する屋根材5を一対の連結枠11に装着する。
この係合状態において、屋根材5の内面は外層下地材4
に密着支持される。同様にして屋根材5の一群を連結枠
11に圧嵌装着したのち、継手枠19を隣接する接合部
8間に上方から圧嵌装着し、その脚片20の掛止部25
を接合部8に弾性的に回り込み係合させ、隣接する段落
部7間の隙間を上壁22で覆い隠す。このように屋根材
5および継手枠19は、単に圧嵌装着するだけで容易に
葺き上げることができる。
Next, one hooking portion 10 of the roofing material 5 is inserted into the lower neck portion of the locking portion 15 of the connecting frame 11, and the joint portion 8 is hooked and engaged with the locking portion 14 of the connecting frame 11. , Hook 1
0 and the joint portion 8 are press-fitted and engaged between the locking portions 14 and 15. Similarly, the other joint 8 and the hook 10 are connected to the connecting frame 1
The roof members 5 adjacent to each other are attached to the pair of connecting frames 11 by being pushed into the locking portions 14 and 15 of the first and elastically engaged with each other.
In this engaged state, the inner surface of the roof material 5 is the outer layer base material 4
Is closely supported by. Similarly, after a group of roofing materials 5 is press-fitted and mounted on the connecting frame 11, the joint frame 19 is press-fitted and mounted between the adjacent joint portions 8 from above, and the hook portions 25 of the leg pieces 20 thereof are attached.
Is elastically wrapped around and engaged with the joint portion 8, and the gap between the adjacent paragraph portions 7 is covered with the upper wall 22. In this way, the roof member 5 and the joint frame 19 can be easily raised by simply press fitting.

【0022】上記のように継手枠19の装着によって、
屋根材5は接合部8と掛止部10の2個所で係合固定し
たうえに、接合部8の段部下面に掛止部25が係合す
る。しかも接合部8、掛止部10・25のそれぞれは、
弾性変形範囲内で変形していて、経年変化によって弾性
力が変化することはなく、十分な係合力を維持し続け
る。従って、屋根材5に大きな負圧が作用しても、接合
部8が係止部14から外れることはなく、長期にわたっ
て十分な耐負圧強度を発揮する。横壁23とこれに連続
する樋部24の縦樋壁とは、掛止部10が横移動するの
を阻止することにも役立っている。
By mounting the joint frame 19 as described above,
The roof member 5 is engaged and fixed at two points of the joint portion 8 and the latch portion 10, and the latch portion 25 is engaged with the lower surface of the step portion of the joint portion 8. Moreover, each of the joint portion 8 and the hook portions 10 and 25 is
It has been deformed within the elastic deformation range, the elastic force does not change due to aging, and a sufficient engagement force is maintained. Therefore, even if a large negative pressure acts on the roof material 5, the joint portion 8 does not disengage from the locking portion 14, and sufficient negative pressure resistance strength is exhibited for a long period of time. The horizontal wall 23 and the vertical gutter wall of the gutter portion 24 continuous with the horizontal wall 23 also serve to prevent the hanging portion 10 from moving laterally.

【0023】強風を伴う降雨などの異常天候や、長期使
用に伴うシール体26の劣化等により、雨水が隣接する
屋根材5間の連結部内に浸入することがある。このよう
に、連結部の内側に入り込んだ雨水は軒先から排水する
以外に除去する方法がなく、そのために接合部8の内方
に樋部24・9・13を多重に設けている。多くの場
合、連結部内に浸入した雨水は樋部24のみで流出させ
ることできるが、樋部24の流下能力を越える雨水の浸
入があった場合には、それを接合部8に連続する樋部9
で受け止めることができる。さらに、この樋部9からあ
ふれた雨水は連結枠11の樋部13で受け止めて、軒先
へと流下排水できる。各樋部24・9に腐食を生じた場
合にも、同様にして排水できるので、屋根内面への漏水
を長期にわたって確実に防止できる。
Rainwater may infiltrate into the connecting portion between the adjacent roofing materials 5 due to abnormal weather such as rainfall accompanied by strong wind or deterioration of the seal body 26 due to long-term use. As described above, there is no way to remove the rainwater that has entered the inside of the connecting portion other than draining it from the eaves, and therefore, the trough portions 24, 9 and 13 are multiply provided inside the joint portion 8. In many cases, rainwater that has infiltrated into the connecting portion can be discharged only by the trough portion 24. However, if rainwater has infiltrated beyond the flow capacity of the trough portion 24, it is connected to the joint portion 8. 9
You can catch it. Further, the rainwater overflowing from the gutter portion 9 can be received by the gutter portion 13 of the connecting frame 11 and drained down to the eaves. Even when the troughs 24 and 9 are corroded, water can be drained in the same manner, so that water leakage to the inner surface of the roof can be reliably prevented for a long period of time.

【0024】図5に屋根材5の連結部構造の別実施例を
示す。図5(a)では、連結枠11の係止部14を中空
枠状に形成した。また、継手枠19の樋部24の遊端開
口縁を外向きに折り曲げて、これを掛止部25とした。
樋部24は部分円弧壁で形成した。接合部8に連続する
樋部9の底壁9bは、連結枠11の底壁13aの上面上
方に位置させた。図5(b)では接合部8の上部傾斜壁
に段部8aを突設し、接合部8に外接係合する掛止部2
5の上面上方を段部8aで覆うことにした。図5(a)
・(b)の他の構造は上記の実施例と同じであるので、
同等個所に同一符号を符してその説明を省略する。
FIG. 5 shows another embodiment of the structure for connecting the roof members 5. In FIG. 5A, the locking portion 14 of the connecting frame 11 is formed in a hollow frame shape. Further, the free end opening edge of the gutter portion 24 of the joint frame 19 was bent outward to form the hook portion 25.
The trough 24 was formed by a partial arc wall. The bottom wall 9b of the trough portion 9 continuous with the joining portion 8 is located above the upper surface of the bottom wall 13a of the connecting frame 11. In FIG. 5 (b), a step portion 8 a is provided on the upper inclined wall of the joint portion 8 so as to project outward, and the latching portion 2 which is externally engaged with the joint portion 8.
The upper part of the upper surface of 5 is covered with the step portion 8a. FIG. 5 (a)
Since the other structure of (b) is the same as the above embodiment,
The same parts are designated by the same reference numerals and the description thereof will be omitted.

【0025】図6に連結枠11の別実施例を示す。図6
(a)では連結枠11の全体をアルミニウム形材で形成
し、樋部13の立壁13bの上端寄りに係止部14を突
設した。係止部15は中空枠状に形成した。図6(b)
の連結枠11も図6(a)と同様にアルミニウム形材で
形成し、立壁13bの上端に係止部14を設けた。係止
部15は台形状に形成し、その下半部を中空枠状に形成
した。
FIG. 6 shows another embodiment of the connecting frame 11. Figure 6
In (a), the entire connecting frame 11 is formed of an aluminum shape member, and the locking portion 14 is provided so as to protrude toward the upper end of the standing wall 13b of the trough portion 13. The locking portion 15 is formed in a hollow frame shape. Figure 6 (b)
The connecting frame 11 is also made of an aluminum profile as in FIG. 6A, and the engaging portion 14 is provided at the upper end of the standing wall 13b. The locking portion 15 was formed in a trapezoidal shape, and the lower half portion thereof was formed in a hollow frame shape.

【0026】上記の実施例における掛止部10および、
その係合相手である係止部15は必ずしも必要ではな
く、省略することができる。係止部15は矢尻形とする
必要はなく、掛止部10が弾性係合する左右一対の段部
を備えているだけでよい。
The hooking portion 10 in the above embodiment and
The engaging portion 15 that is the engagement partner is not always necessary and can be omitted. The locking portion 15 does not have to have an arrowhead shape, and may include only a pair of left and right step portions with which the latching portion 10 elastically engages.

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

【図1】屋根材の連結部を概略的に示す縦断正面図であ
る。
FIG. 1 is a vertical sectional front view schematically showing a connecting portion of a roof material.

【図2】屋根材の連結部構造を示す縦断正面図である。FIG. 2 is a vertical sectional front view showing a structure of a connecting portion of a roof material.

【図3】連結部材を分離した状態で示す縦断正面図であ
る。
FIG. 3 is a vertical sectional front view showing a state in which a connecting member is separated.

【図4】図4(a)は屋根材の断面図、図4(b)はそ
の平面図である。
FIG. 4 (a) is a cross-sectional view of the roofing material, and FIG. 4 (b) is a plan view thereof.

【図5】図5(a)・(b)はそれぞれ屋根材の連結部
構造の別実施例を示す縦断正面図である。
5 (a) and 5 (b) are vertical front views showing another embodiment of the structure for connecting the roof members.

【図6】連結枠の別実施例を示す断面図である。FIG. 6 is a cross-sectional view showing another embodiment of the connecting frame.

【図7】従来例の屋根材の連結部構造を示す縦断正面図
である。
FIG. 7 is a vertical sectional front view showing a structure of a connecting portion of a roof material of a conventional example.

【図8】従来例の更に別の屋根材の連結部構造を示す縦
断正面図である。
FIG. 8 is a vertical cross-sectional front view showing the structure of a connecting portion of still another roof material of the conventional example.

【符号の説明】[Explanation of symbols]

2 内層下地材 4 外層下地材 5 屋根材 7 段落部 8 接合部 9 樋部 10 掛止部 11 連結枠 12 締結座 13 樋部 13a 底壁 13b 立壁 14 係止部 15 係止部 19 継手枠 20 脚片 24 樋部 25 掛止部 2 Inner layer base material 4 Outer layer base material 5 Roofing material 7 Paragraph part 8 Joint part 9 Gutter part 10 Hanging part 11 Connecting frame 12 Fastening seat 13 Gutter part 13a Bottom wall 13b Standing wall 14 Locking part 15 Locking part 19 Joint frame 20 Leg 24 24 Gutter 25 Hook

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 内層下地材2と、外層下地材4と、外層
下地材4の外面を覆う屋根材5とを有し、屋根材5の左
右両端に設けた接合部8が、内層下地材2を介して母屋
又は梁に止め付けた条材状の連結枠11にそれぞれ掛け
止め係合され、隣接する接合部8の間に継手枠19が圧
嵌係合してある内部連結型の縦葺き屋根であって、 連結枠11は、内層下地材2で支持される底壁13a
と、底壁13aの左右端から立ち上がる一対の立壁13
bとで形成した上向きに開口する樋部13と、樋部13
の左右に設けられて内層下地材2を介して下地材1にね
じ16で締結固定される締結座12とを有し、 樋部13の両立壁13bの上部に係止部14が左右対向
状に突設されており、 屋根材5の主面壁6の左右端に、係止部14に弾性係合
する接合部8と、上面側が開口する樋部9とが連続して
折り曲げ形成されており、 継手枠19は隣接する屋根材5の接合部8の外面を覆う
上壁22と、上壁22の内面に突設した左右一対の脚片
20とを有する条材からなり、 両脚片20の下部に樋部24が設けられ、両樋部24の
遊端開口縁に接合部8の外面段部に弾性係合する掛止部
25が設けてある内部連結型の縦葺き屋根。
1. An inner layer base material 2, an outer layer base material 4, and a roof material 5 that covers the outer surface of the outer layer base material 4, and joint portions 8 provided on both left and right ends of the roof material 5 are inner layer base materials. An internal connection type vertical structure in which a strip-shaped connecting frame 11 fixed to a purlin or a beam via 2 is hooked and engaged, and a joint frame 19 is press-fitted between adjacent joint portions 8. It is a thatched roof, and the connecting frame 11 is a bottom wall 13a supported by the inner layer base material 2.
And a pair of standing walls 13 rising from the left and right ends of the bottom wall 13a.
a gutter part 13 formed with b and opening upward, and a gutter part 13
And the fastening seats 12 provided on the left and right sides of the trough 13 and fastened and fixed to the base material 1 with the screws 16 through the inner layer base material 2. In the left and right ends of the main surface wall 6 of the roof member 5, a joint portion 8 that elastically engages with the locking portion 14 and a gutter portion 9 that is open on the upper surface side are continuously bent and formed. The joint frame 19 is made of a strip having an upper wall 22 that covers the outer surface of the joint portion 8 of the adjacent roofing material 5 and a pair of left and right leg pieces 20 that project from the inner surface of the upper wall 22. An internal connection type thatch roof in which a gutter part 24 is provided in the lower part, and a hooking part 25 which elastically engages with an outer surface step part of the joint part 8 is provided at free end opening edges of both the gutter parts 24.
【請求項2】 連結枠11において、樋部13の底壁1
3aのほぼ中央に、左右一対の段部を備えた係止部15
が立設されており、隣接する樋部9の遊端開口縁のそれ
ぞれに、係止部15に接当係合する掛止部10が折り曲
げ形成してある請求項1記載の内部連結型の縦葺き屋
根。
2. The bottom wall 1 of the gutter part 13 in the connecting frame 11.
Locking portion 15 provided with a pair of left and right step portions at approximately the center of 3a
2. The internal connection type according to claim 1, wherein each of the free end opening edges of the adjacent gutter portions 9 is formed with a hooking portion 10 that abuts and engages with the locking portion 15. A thatched roof.
JP28273494A 1994-10-20 1994-10-20 Internally-connected vertical roof Expired - Fee Related JP2781957B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28273494A JP2781957B2 (en) 1994-10-20 1994-10-20 Internally-connected vertical roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28273494A JP2781957B2 (en) 1994-10-20 1994-10-20 Internally-connected vertical roof

Publications (2)

Publication Number Publication Date
JPH08120840A true JPH08120840A (en) 1996-05-14
JP2781957B2 JP2781957B2 (en) 1998-07-30

Family

ID=17656359

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28273494A Expired - Fee Related JP2781957B2 (en) 1994-10-20 1994-10-20 Internally-connected vertical roof

Country Status (1)

Country Link
JP (1) JP2781957B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105926864B (en) * 2016-06-17 2019-04-19 中铁第四勘察设计院集团有限公司 A kind of roof board system improving waterproof performance

Also Published As

Publication number Publication date
JP2781957B2 (en) 1998-07-30

Similar Documents

Publication Publication Date Title
US10900232B2 (en) Load support structure for use on roof
JPH0693687A (en) Vertically roofed roof structure and execution thereof
JPH0693686A (en) Vertically roofing shingle
JP2524310B2 (en) Vertical thatched roof structure and its construction method
JP2781955B2 (en) Internally-connected vertical roof
JP2781957B2 (en) Internally-connected vertical roof
JP2781956B2 (en) Internally-connected vertical roof
JP2781958B2 (en) Internally-connected vertical roof
US20230366206A1 (en) Polycarbonate Roof Panel Having Reinforcement Recess for Coupling to Sandwich Panel
JPS6220574Y2 (en)
JP2520845B2 (en) Double roof structure
JP2528073B2 (en) Vertical roof structure
JP2520843B2 (en) Double roof structure
JP3619503B2 (en) Metal roofing connection structure
JP3044195B2 (en) Eaves structure
JPH08333853A (en) Eave structure of vertically roofed roof
JP2530558B2 (en) Folded roof
JP2736956B2 (en) Vertical roof structure
JPS6041376Y2 (en) Roof structure in greenhouse
JPH06200594A (en) Laterally assembled roof structure
JP2002070247A (en) Metal molded roof tile
JP2520844B2 (en) Double roof structure
JP3568492B2 (en) Horizontal roof structure
JPH0712509Y2 (en) Connected roof plate
JPH04371641A (en) Joined construction of face structural member

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees