JPH05321414A - Construction structure of metal roof - Google Patents

Construction structure of metal roof

Info

Publication number
JPH05321414A
JPH05321414A JP13103392A JP13103392A JPH05321414A JP H05321414 A JPH05321414 A JP H05321414A JP 13103392 A JP13103392 A JP 13103392A JP 13103392 A JP13103392 A JP 13103392A JP H05321414 A JPH05321414 A JP H05321414A
Authority
JP
Japan
Prior art keywords
metal roof
roof plate
locking
suspension
locked
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.)
Pending
Application number
JP13103392A
Other languages
Japanese (ja)
Inventor
Kazumi Sawamura
一巳 沢村
Hitoshi Sakano
等 坂野
Seiichi Komatsu
誠一 小松
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan 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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP13103392A priority Critical patent/JPH05321414A/en
Publication of JPH05321414A publication Critical patent/JPH05321414A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To improve wind pressure resisting strength in large degree by locking one side of a metal roof plate to the locking part of a clip, then pressing the other side of the metal roof plate from above so as to be locked to the other side locking part of the hanging piece, and connecting both end by seam- fastening. CONSTITUTION:Clips 2, 2 with roof plate locking parts 2a, 2a of circular cross section locked to both sides of the top parts thereof are fixed to clip fixing parts 3a formed at both end parts of tight frames 3... Metal roof plates 1, 1 formed into sectional form compatible with the sectional form of the tight frames 3 and the roof plate locking parts 2a of the clips 2 are provided with seam-fastening connection parts 5c, 5d at both ends thereof. One side of the metal roof plate 1 is locked to one side locking 2a of the clip 2, and then the other side is pressed from above so as to be locked to the other side locking part 2a of the clip 2. The adjacent metal roof plates 1 are then mutually seam- fastening connected by the seam-fastening connection parts 5c, 5d of the metal roof plates 1.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は金属屋根の構築構造に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal roof construction structure.

【0002】[0002]

【従来の技術】従来金属屋根の構築構造として、例えば
図4及び図5に示すものがある。
2. Description of the Related Art As a conventional construction structure of a metal roof, there is one shown in FIGS. 4 and 5, for example.

【0003】図4に示すものでは、タイトフレーム13
の段部に、断面Z状の吊子12の基端部をボルトにより
固定し、ついで金属屋根板11の一側11bの端部を吊
子12の頂部に接続してから、金属屋根板11の他側1
1aの端部を上記接続部にはぜ締め接続している。
In the structure shown in FIG. 4, the tight frame 13
The base end portion of the suspension 12 having a Z-shaped cross section is fixed to the stepped portion with a bolt, and the end portion of the metal roof plate 11 on one side 11b is connected to the top of the suspension member 12, and then the metal roof plate 11 The other side 1
The end of 1a is crimped to the connection.

【0004】また、図5に示すものでは、頂部片側に円
弧状の係止部が形成された吊子22を、タイトフレーム
23、23間に固定し、ついで金属屋根板21の一側2
1bの端部を吊子の円弧状係止部の内側に係合させてか
ら、金属屋根板21の他側21aの端部を上記係合部に
はぜ締め接続している。
Further, in the structure shown in FIG. 5, a suspension 22 having an arcuate locking portion formed on one side of the top is fixed between the tight frames 23, 23, and then one side 2 of the metal roof plate 21.
After the end portion of 1b is engaged with the inside of the arcuate locking portion of the hanger, the end portion of the other side 21a of the metal roof plate 21 is crimp-connected to the engaging portion.

【0005】[0005]

【発明が解決しようとする課題】しかし、図4に示すも
のでは、金属屋根板11の一側11bの端部を吊子12
の頂部に接続しており、施工が面倒である。
However, in the structure shown in FIG. 4, the end of one side 11b of the metal roof plate 11 is attached to the hanger 12.
It is connected to the top of the and the construction is troublesome.

【0006】また、金属屋根板11の他側11aの端部
を、吊子12頂部及び金属屋根板11の一側11bと共
に、一体的にはぜ締めしており、金属屋根板11の他側
11aのはぜ締め強度が弱く、従って耐風圧強度(吹き
上げ力に耐える強度)が弱く、強風時に飛散する事故が
起きている。また、図5に示すものでは、金属屋根板2
1の一側21bの端部を吊子の円弧状係止部の内側に係
合させており、施工が面倒である。
The other end 11a of the metal roof plate 11 is integrally fastened together with the top of the suspension 12 and the one side 11b of the metal roof plate 11 so that the other side of the metal roof plate 11 is secured. 11a has a weak seam tightening strength, and therefore a weak wind pressure strength (a strength to withstand the blowing force), and an accident occurs in which it scatters in a strong wind. Moreover, in the one shown in FIG.
The end portion of the one side 21b of No. 1 is engaged with the inside of the arcuate locking portion of the hanger, which makes the construction troublesome.

【0007】また、金属屋根板21の21a側は、吊子
22の折曲げ部22aにより吊子22と一体化され、耐
風圧強度を保持するが、金属屋根板21の21b側は、
力を吊子22に伝えることが不十分であり、上記と同様
な問題がある。この場合、耐風圧強度を増すために、無
理に締付けると、金属屋根板21の表面塗装を損傷させ
ることになる。本発明は上記のような問題点を解消でき
るようにした金属屋根の構築構造を提供することを課題
とするものである。
The 21a side of the metal roof plate 21 is integrated with the hanger 22 by the bent portion 22a of the hanger 22 to maintain wind pressure resistance, but the 21b side of the metal roof plate 21 is
Insufficient transmission of the force to the suspension 22 causes the same problem as described above. In this case, if it is forcibly tightened to increase the wind pressure resistance, the surface coating of the metal roof plate 21 will be damaged. An object of the present invention is to provide a metal roof construction structure capable of solving the above problems.

【0008】[0008]

【課題を解決するための手段】本発明の金属屋根の構築
構造は、両端部に吊子固定部を有するタイトフレーム
と、このタイトフレームの両端固定部により固定される
吊子で、頂部両側に断面が円弧状の屋根板係止部が突出
形成されたものと、上記タイトフレームの断面形状及び
上記吊子の円弧状係止部に適合する断面形状に成形され
た金属屋根板で、両端に隣接する上記金属屋根板相互を
はぜ締め接続する接続部を有するものと、から構成され
ている。
The structure for constructing a metal roof according to the present invention comprises a tight frame having suspension fixing portions at both ends and a suspension fixed by the fixing portions at both ends of the tight frame. A roof plate locking part with an arc-shaped cross section is formed to project, and a metal roof plate molded into a cross-sectional shape that matches the cross-sectional shape of the tight frame and the arc-shaped locking part of the suspension, at both ends. And a connection part for crimping and connecting the adjacent metal roof plates to each other.

【0009】[0009]

【作用】吊子の頂部両側に断面が円弧状の屋根板係止部
が突出形成されており、この係止部の吊子本体からの突
出折曲げ角部に、この突出折曲げ角部に適合する断面形
状に成形された金属屋根板を一体的に係止させることに
より、耐風圧強度を大幅に向上させることができる。ま
た、吊子の金属屋根板の係止部の断面は円弧状になって
おり、金属屋根板を上方から押込むことにより、容易に
係止させることができる。
[Operation] A roof plate locking portion having an arcuate cross section is formed to project from both sides of the top of the hanger, and the locking bent portion projects from the hanger body to the locking bent portion. By integrally locking the metal roof plate formed in a suitable cross-sectional shape, the wind pressure resistance can be significantly improved. Further, the cross section of the locking portion of the metal roof plate of the suspension has an arc shape, and the metal roof plate can be locked easily by pushing it in from above.

【0010】[0010]

【実施例】以下、本発明の一実施例を図1、2により説
明する。図1は本発明の一実施例を示す全体構成図及び
吊子の斜視図であり、図2は施工手順を示す説明図であ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. FIG. 1 is an overall configuration diagram showing an embodiment of the present invention and a perspective view of a hanger, and FIG. 2 is an explanatory diagram showing a construction procedure.

【0011】図1において、建築物の構造部材(梁、子
梁等)4に、タイトフレーム3を溶接接合し、このタイ
トフレーム3の両端固定部3a間に吊子2がボルト7に
よりセットされている。
In FIG. 1, a tight frame 3 is welded to a structural member (beam, sub-beam, etc.) 4 of a building, and a suspension 2 is set by bolts 7 between both ends fixing portions 3 a of the tight frame 3. ing.

【0012】タイトフレーム3は、中程度の板厚(3.
2〜6.0mm程度)の鋼板により、その両端部に吊子の
固定部3aを有して、断面デッキプレート状に形成さ
れ、その幅は20〜50mm程度になっている。
The tight frame 3 has a medium plate thickness (3.
A steel plate of about 2 to 6.0 mm) is formed in a deck plate shape in cross section with fixing parts 3a of the suspension at both ends thereof, and its width is about 20 to 50 mm.

【0013】吊子2は、板厚3.2〜6.0mm程度、幅
30〜100mm程度の鋼板からなり、その上部にスリッ
トが入れられ、両側に断面円弧状の屋根板係止部2a
が、本体部との間に折曲げ角部2bを有して突出成形さ
れており、ボルト穴7aがあけられている。
The hanger 2 is made of a steel plate having a plate thickness of about 3.2 to 6.0 mm and a width of about 30 to 100 mm, a slit is formed in the upper part thereof, and the roof plate engaging portions 2a having arcuate cross sections on both sides.
However, it is formed so as to have a bent corner portion 2b between itself and the main body portion, and has a bolt hole 7a.

【0014】一方、屋根葺材としての金属屋根板1は、
金属製薄板(カラー鉄板、制振鋼板、ステンレス鋼板
等)を、タイトフレーム3の断面形状に適合すると共
に、吊子の角部2b及び円弧状係止部2aに係合するシ
ョルダー部6a、6b及び円弧状係止部5a、5bを有
し、かつ両端部にはぜ締め部5c、5dを有して成型
(通常冷間ロールフォーミング)されている。
On the other hand, the metal roof plate 1 as a roofing material is
Shoulder parts 6a, 6b which are made of a metal thin plate (color iron plate, damping steel plate, stainless steel plate, etc.) are fitted to the cross-sectional shape of the tight frame 3 and engage with the corners 2b and the arcuate locking portions 2a of the suspension. And arc-shaped locking portions 5a and 5b, and crimp portions 5c and 5d at both ends, which are molded (usually cold roll forming).

【0015】そして、図2に示すように、実線で示す金
属屋根板1の一側のショルダー部6b及び円弧状係止部
5bを、吊子の角部2b及び係止部2aに係止させ、他
側のショルダー部6aを吊子2の上に仮置きする。
Then, as shown in FIG. 2, the shoulder portion 6b and the arcuate locking portion 5b on one side of the metal roof plate 1 shown by the solid line are locked to the corner portions 2b and the locking portion 2a of the suspension. , The shoulder portion 6a on the other side is temporarily placed on the hanger 2.

【0016】ついで、他側のショルダー部6aを上方か
ら押し下げることにより、吊子2の係止部2aが円弧状
に形成されていることと、金属屋根板1のばね作用とに
よって、破線で示すように金属屋根板1の他側のショル
ダー部6aが、簡単に吊子の角部2bに係止される。
Next, by pushing down the shoulder portion 6a on the other side from above, the locking portion 2a of the suspension 2 is formed in an arc shape, and due to the spring action of the metal roof plate 1, it is indicated by a broken line. Thus, the shoulder portion 6a on the other side of the metal roof plate 1 is easily locked to the corner portion 2b of the suspension.

【0017】こうして、金属屋根板1のショルダー部6
a、6bが、吊子2の折曲げ角部2aに一体的に係止さ
れることにより、耐風圧強度を大幅に向上させることが
できる。
Thus, the shoulder portion 6 of the metal roof plate 1
Since the a and 6b are integrally locked to the bent corner portion 2a of the suspension 2, the wind pressure resistance can be significantly improved.

【0018】そして、図2bに示すように、金属屋根板
1の両端部のはぜ締め接続部5c、5dをかみ合わせ、
最後にかみ合わせ部を圧縮してつぶして接続する。この
場合、はぜ締め接続は、2枚の金属屋根板1のみでなさ
れるので、密着性が向上し、止水性が向上する。また、
無理なはぜ締め作業が不必要になり、塗装表面の劣化を
防止できる。次に、吊子の変形例を図3aに示す。
Then, as shown in FIG. 2b, the seam connection portions 5c and 5d at both ends of the metal roof plate 1 are engaged with each other,
Finally, the mating part is compressed and crushed to connect. In this case, the crimp connection is made only by the two metal roof plates 1, so that the adhesion is improved and the water blocking property is improved. Also,
Unnecessary forceful tightening work is unnecessary and deterioration of the painted surface can be prevented. Next, a modified example of the suspension is shown in FIG. 3a.

【0019】この場合の吊子8は、その上部にスリット
が2か所入れられ、その両端部は上記吊子2の場合と同
様に、両側に断面円弧状の屋根板係止部8aが、本体部
との間に折曲げ角部8bを有して突出成形されている。
そして、中央部の上端に断面円弧状の屋根板係止部8c
が形成されている。この場合の金属屋根板1の施工は、
上記図2aと同様になされる。
In this case, the suspension 8 has two slits at its upper portion, and both ends thereof have roof plate engaging portions 8a having arcuate cross-sections on both sides, as in the case of the suspension 2 described above. It is formed so as to have a bent corner portion 8b between itself and the main body portion.
The roof plate locking portion 8c having an arcuate cross section is provided at the upper end of the central portion.
Are formed. Construction of the metal roof board 1 in this case,
The same is done as in FIG. 2a above.

【0020】ただし、金属屋根板1の一側端部には、図
3bに示すように、吊子の係止部8a、8cに係止され
る円弧状係止部5fが形成され、他側端部には、吊子の
係止部8a、8c、8aに係止される係止部5eが形成
されている。そして、最後に係止部5eを係止部5fの
上に巻回してはぜ締めしている。
However, as shown in FIG. 3b, an arcuate locking portion 5f which is locked to the locking portions 8a and 8c of the suspension is formed at one end of the metal roof plate 1 and the other side thereof is formed. A locking portion 5e that is locked to the locking portions 8a, 8c, 8a of the suspension is formed at the end portion. Finally, the locking portion 5e is wound around the locking portion 5f and is tightened.

【0021】[0021]

【発明の効果】本発明の金属屋根の構築構造は上記のよ
うなもので、耐風圧強度を大幅に向上させることがで
き、また、はぜ締め部の施工性、止水性の向上を図ると
共に、表面塗装の劣化を防止することができる。
EFFECT OF THE INVENTION The construction structure of the metal roof of the present invention is as described above, and it is possible to greatly improve the wind pressure resistance and to improve the workability and waterproofness of the seam tightening portion. It is possible to prevent deterioration of surface coating.

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

【図1】本発明の一実施例を示す全体構成図及び吊子の
斜視図。
FIG. 1 is an overall configuration diagram showing an embodiment of the present invention and a perspective view of a suspension.

【図2】施工手順を示す説明図。FIG. 2 is an explanatory view showing a construction procedure.

【図3】吊子の変形例の斜視図とはぜ締め状況の説明
図。
FIG. 3 is a perspective view of a modified example of the suspension and an explanatory view of a tightening condition.

【図4】従来の金属屋根の構築構造の説明図。FIG. 4 is an explanatory view of a conventional metal roof construction structure.

【図5】従来の金属屋根の構築構造の説明図。FIG. 5 is an explanatory view of a conventional metal roof construction structure.

【符号の説明】[Explanation of symbols]

1…金属屋根板,2…吊子,2a…円弧状係止部、2b
…折曲げ角部、3…タイトフレーム、3a…吊子固定
部、5a、5b…円弧状係止部、5c、5d…はぜ締め
接続部、6a、6b…ショルダー部。
DESCRIPTION OF SYMBOLS 1 ... Metal roof plate, 2 ... Suspension, 2a ... Arc-shaped locking part, 2b
... Bent corners, 3 ... Tight frame, 3a ... Suspension fixing part, 5a, 5b ... Arc-shaped locking part, 5c, 5d ... Crimping connection part, 6a, 6b ... Shoulder part.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 両端部に吊子固定部を有するタイトフレ
ームと、このタイトフレームの両端固定部により固定さ
れる吊子で、頂部両側に断面が円弧状の屋根板係止部が
突出形成されたものと、上記タイトフレームの断面形状
及び上記吊子の円弧状係止部に適合する断面形状に成形
された金属屋根板で、両端に隣接する上記金属屋根板相
互をはぜ締め接続する接続部を有するものと、から構成
される金属屋根の構築構造。
1. A tight frame having a suspension fixing portion at both ends, and a suspension fixed by the fixing portions at both ends of the tight frame, wherein roof plate locking portions having an arc-shaped cross section are projectingly formed on both sides of the top portion. And a metal roof plate molded in a cross-sectional shape of the tight frame and a cross-sectional shape that conforms to the arcuate locking portion of the hanger, the metal roof boards adjacent to each other being connected by crimping connection. A structure with a metal roof composed of a part and a part.
【請求項2】 請求項1に記載の金属屋根の構築構造の
各部材を用い、タイトフレームを建築物の構造部材に固
定すると共に、タイトフレームの両端固定部間に吊子を
固定してから、金属屋根板の一側を吊子の一側の係止部
に係止させ、ついで他側を上方から押圧して吊子の他側
の係止部に係止させ、その後金属屋根板の接続部をはぜ
締め接続することを特徴とする金属屋根の構築工法。
2. Using each member of the construction structure for a metal roof according to claim 1, the tight frame is fixed to a structural member of a building, and the suspension is fixed between both end fixing portions of the tight frame. , One side of the metal roof plate is locked to the locking part on one side of the hanger, and then the other side is pressed from above to be locked to the locking part on the other side of the hanger, and then the metal roof plate Construction method for a metal roof, characterized by crimping and connecting the connection parts.
JP13103392A 1992-05-22 1992-05-22 Construction structure of metal roof Pending JPH05321414A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13103392A JPH05321414A (en) 1992-05-22 1992-05-22 Construction structure of metal roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13103392A JPH05321414A (en) 1992-05-22 1992-05-22 Construction structure of metal roof

Publications (1)

Publication Number Publication Date
JPH05321414A true JPH05321414A (en) 1993-12-07

Family

ID=15048454

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13103392A Pending JPH05321414A (en) 1992-05-22 1992-05-22 Construction structure of metal roof

Country Status (1)

Country Link
JP (1) JPH05321414A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155782A (en) * 2015-08-31 2015-12-16 中国建筑装饰集团有限公司广州分公司 Keel structure and roof system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155782A (en) * 2015-08-31 2015-12-16 中国建筑装饰集团有限公司广州分公司 Keel structure and roof system
CN105155782B (en) * 2015-08-31 2018-02-02 中国建筑装饰集团有限公司广州分公司 A kind of keel structure and Roof system

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