JPH09317089A - Galvanized iron plate structure - Google Patents
Galvanized iron plate structureInfo
- Publication number
- JPH09317089A JPH09317089A JP15611896A JP15611896A JPH09317089A JP H09317089 A JPH09317089 A JP H09317089A JP 15611896 A JP15611896 A JP 15611896A JP 15611896 A JP15611896 A JP 15611896A JP H09317089 A JPH09317089 A JP H09317089A
- Authority
- JP
- Japan
- Prior art keywords
- iron plate
- galvanized iron
- shaped section
- galvanized
- section
- 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
Links
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 94
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 47
- 210000000078 claw Anatomy 0.000 abstract description 3
- 241000205585 Aquilegia canadensis Species 0.000 abstract 2
- ATJFFYVFTNAWJD-UHFFFAOYSA-N Tin Chemical compound [Sn] ATJFFYVFTNAWJD-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000005028 tinplate Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は係合部分の構成を改
良した屋根用のトタン板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 galvanized sheet metal structure for a roof having an improved structure of engaging portions.
【0002】[0002]
【従来の技術】一般にトタン屋根は図5に示すように、
屋根1の野地板2の上に防水シート3を敷き、帯状のト
タンをU形に湾曲した一端を下方に延出した唐草5を釘
6で軒先4に固定する。7は長方形をなすトタン板で、
この長手方向に沿った一端側を湾曲して断面J形のハゼ
部9を形成し、長手方向に沿った他端側を折曲して、断
面S形部10を形成した構造をなしている。このトタン板
7の断面J形のハゼ部9を軒先4側に固定した唐草5に
係合させてから野地板2の上に重ね、断面S形部10の先
を釘6で固定する。2. Description of the Related Art Generally, a tin roof is constructed as shown in FIG.
A tarpaulin 3 is laid on the base plate 2 of the roof 1, and the arabesque 5 in which one end of a belt-shaped galvanized U-shaped curve is extended downward is fixed to the eaves 4 with nails 6. 7 is a rectangular galvanized iron plate,
One end side along the longitudinal direction is curved to form a goby portion 9 having a J-shaped cross section, and the other end side along the longitudinal direction is bent to form an S-shaped cross-section portion 10. . A goby portion 9 having a J-shaped cross section of the galvanized iron plate 7 is engaged with the arabesque 5 fixed to the eaves tip 4 side, and then stacked on the base plate 2, and the tip of the S-shaped cross section 10 is fixed with a nail 6.
【0003】次に別のトタン板7を重ねてこのハゼ部9
を、1枚目のトタン板7の断面S形部10に係合させてコ
ハゼ継ぎを行なってから、断面S形部10の先を釘6で野
地板2の上に固定する。以下同様にコハゼ継ぎを繰り返
しながら複数枚のトタン板7…を棟側に向かって順次葺
いていく。Next, another galvanized iron plate 7 is overlaid and the goby portion 9
Is engaged with the cross-section S-shaped portion 10 of the first galvanized iron plate 7 to make a seam joint, and then the tip of the cross-sectional S-shaped portion 10 is fixed onto the field board 2 with the nail 6. Similarly, while repeating the seam sewage, multiple galvanized iron plates 7 ... are sequentially roofed toward the ridge side.
【0004】この従来の構造では、作業者がトタン板7
を水平に支えながら、ハゼ部9を下方から断面S形部10
に係合させて釘打ちするので、その間、トタン板7の水
平が保てなくなってしまう問題があった。また、仮にト
タン板7を固定しても、釘6が抜けるとトタン板7が落
ちてしまうため、最低2名の作業者が必要であった。ま
た、傾斜が急な屋根1に10m以上の長尺のトタン板7を
順次葺いていくと、中だるみが発生して水平に支持でき
ない問題もあった。In this conventional structure, an operator uses the galvanized sheet 7
Hold the goby 9 from below while holding it horizontally.
Since the nail plate is engaged with and nailed, the galvanized iron plate 7 cannot be kept horizontal during that time. Further, even if the galvanized iron plate 7 is fixed, the galvanized iron plate 7 will fall when the nail 6 is pulled out, so that at least two workers are required. In addition, when the long tin plate 7 having a length of 10 m or more was sequentially roofed on the roof 1 having a steep slope, there was a problem that slackness occurred and it could not be supported horizontally.
【0005】[0005]
【発明が解決しようとする課題】本発明は上記欠点を除
去し、10m以上の長尺のトタン板でも中だるみせず、傾
斜の急な屋根に1人で取付けることができ、作業性を大
幅に向上させると共に、強度が高く、確実に固定して耐
久性を高めたトタン板構造を提供するものである。DISCLOSURE OF THE INVENTION The present invention eliminates the above-mentioned drawbacks, does not sag even a long galvanized iron plate of 10 m or more, and can be installed by one person on a steeply sloping roof, greatly improving workability. (EN) Provided is a galvanized iron plate structure which has improved strength and is securely fixed to improve durability.
【0006】[0006]
【課題を解決するための手段】本発明のトタン板は、長
方形をなすトタン板の長手方向に沿った一端側を折曲し
て断面がC形状のチャンネル部を底面側に形成し、長手
方向に沿った他端側を折曲して、上面に断面がT形状の
係合突起部を形成し、この係合突起部に、上から重ねら
れるトタン板のC形状のチャンネル部を係合して連結す
るようにしたことを特徴とするものである。According to the galvanized iron plate of the present invention, a rectangular galvanized galvanized iron plate is bent at one end side along the longitudinal direction to form a channel portion having a C-shaped cross section on the bottom surface side. Bend the other end along with to form an engaging protrusion with a T-shaped cross section on the upper surface, and engage the C-shaped channel portion of the galvanized iron plate, which is overlaid from above, with this engaging protrusion. The feature is that they are connected together.
【0007】[0007]
【発明の実施の形態】以下本発明の実施の一形態を図1
ないし図4を参照して詳細に説明する。図において12は
長方形をなすトタン板で、この長手方向に沿った一端側
をC形にダブルに折曲して断面C形状のチャンネル部13
を底面側に形成する。またトタン板12の長手方向に沿っ
た他端側をダブルに折曲して、上面に断面T形状の係合
突起部14を形成したもので、この係合突起部14やC形状
のチャンネル部13は複数段のロール成型によって連続的
に曲げ加工を行なうことができる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention is shown in FIG.
This will be described in detail with reference to FIG. In the figure, 12 is a rectangular galvanized iron plate, and one end side along the longitudinal direction is double-folded into a C shape to form a channel portion 13 having a C-shaped cross section.
Is formed on the bottom side. The other end of the galvanized iron plate 12 along the longitudinal direction is double-folded to form an engaging protrusion 14 having a T-shaped cross section on the upper surface. The engaging protrusion 14 and the C-shaped channel portion are formed. No. 13 can be continuously bent by roll forming in multiple stages.
【0008】上記構成のトタン板12は図2に示すよう
に、屋根1の野地板2の上に防水シート3を敷いてお
く。次に帯状のトタンをU形に湾曲した一端側に断面T
形状の係合突起部14を形成し、他端側を下方に延出した
唐草15を釘6で軒先4に固定する。この後、トタン板12
の断面C形状のチャンネル部13を、前記唐草15の断面T
形状の係合突起部14に係合させて連結し、トタン板12の
係合突起部14の先を釘6で野地板2に固定する。As for the galvanized iron plate 12 having the above structure, as shown in FIG. 2, the waterproof sheet 3 is laid on the base plate 2 of the roof 1. Next, a strip-shaped galvanized iron sheet has a section T on one end side which is curved in a U shape.
The arabesque 15 having the shaped engaging projection 14 formed and extending the other end downward is fixed to the eaves tip 4 with the nail 6. After this, tin plate 12
The channel portion 13 having the C-shaped cross section of
The engagement protrusions 14 having a shape are engaged and connected, and the tips of the engagement protrusions 14 of the galvanized iron plate 12 are fixed to the base plate 2 with nails 6.
【0009】次に2枚目のトタン板12を手に持って、図
3に示すように断面C形状のチャンネル部13の上方爪部
13aを、下に固定した断面T形状の係合突起部14の上方
突起14aに係合させてから、図4に示すようにチャンネ
ル部13の下端を押し下げて、チャンネル部13の下方爪部
13bを、下に固定したトタン板12に設けた係合突起部14
の下方突起14bに係合させることにより、断面C形状の
チャンネル部13を断面T形状の係合突起部14に嵌合させ
てトタン板12を支持することができる。次に係合突起部
14の前方を釘6で野地板2に固定することにより2枚目
のトタン板12の取付を完了する。Next, holding the second galvanized iron plate 12 in hand, the upper claw portion of the channel portion 13 having a C-shaped cross section as shown in FIG.
13a is engaged with the upper protrusion 14a of the engaging protrusion 14 having a T-shaped cross section fixed below, and the lower end of the channel portion 13 is pushed down as shown in FIG.
13b is an engaging protrusion 14 provided on the galvanized iron plate 12 fixed below.
By engaging with the lower protrusion 14b of the above, the channel portion 13 having a C-shaped cross section can be fitted to the engagement protrusion portion 14 having a T-shaped cross section to support the galvanized sheet 12. Next, the engaging protrusion
The attachment of the second galvanized iron plate 12 is completed by fixing the front of 14 to the base plate 2 with nails 6.
【0010】以下同様に、野地板2に固定したトタン板
12の断面T形状の係合突起部14に、上方に重ねたトタン
板12の断面C形状のチャンネル部13を順次係合させなが
ら、棟側に向かって葺いていく。従ってトタン板12を手
に待って、先ずチャンネル部13の上方爪部13aを、下に
固定した係合突起部14の上方突起14aに上方から係合さ
せるのでトタン板12が支持され、落下することがない。
このため長尺なトタン板12を、急な傾斜の屋根1に葺く
場合でも1人の作業者で取付けることができ、作業性が
大幅に向上し、施工期間の短縮や施工費の低減を図るこ
とができる。Similarly, galvanized iron plate fixed to the base plate 2
The engaging projections 14 having a T-shaped cross section 12 are sequentially engaged with the channel portions 13 having a C-shaped cross section of the galvanized iron plate 12, which are stacked on top of each other, and the furrowing is performed toward the ridge side. Therefore, after waiting for the galvanized iron plate 12, first, the upper claw portion 13a of the channel portion 13 is engaged with the upper protrusion 14a of the engaging protrusion portion 14 fixed below, so that the galvanized iron plate 12 is supported and falls. Never.
Therefore, even if the long galvanized iron plate 12 is installed on the roof 1 with a steep slope, it can be installed by one operator, the workability is greatly improved, and the construction period and the construction cost are reduced. Can be planned.
【0011】また本発明のトタン板12は、1枚のトタン
を折曲して断面C形状のチャンネル部13と断面T形状の
係合突起部14が形成され、これが補強リブとなっている
ので強度が向上する。また従来のトタン板7は、断面S
形部10に下方からハゼ部9を係合させているだけである
が、本発明は断面T形状の係合突起部14に断面C形状の
チャンネル部13が両側から係合して2点支持となり上下
にずれないので、釘6が抜けてもトタン板12が固定さ
れ、雨仕舞いも確実で耐久性にも優れている。Further, in the galvanized iron plate 12 of the present invention, one galvanized iron plate is bent to form a channel portion 13 having a C-shaped cross section and an engaging projection portion 14 having a T-shaped cross section, which are reinforcing ribs. Strength is improved. The conventional galvanized iron plate 7 has a cross section S.
Although only the goby portion 9 is engaged with the shaped portion 10 from below, the present invention supports the two-point support by engaging the engaging projection portion 14 having the T-shaped section with the channel portion 13 having the C-shaped section from both sides. Since it does not shift up and down, the galvanized sheet 12 is fixed even if the nail 6 comes off, and it is also rainproof and has excellent durability.
【0012】[0012]
【発明の効果】以上説明した如く本発明に係るトタン板
構造によれば、断面C形状のチャンネル部を底面に形成
し、断面T形状の係合突起部を上面に形成することによ
り、下のトタン板の係合突起部に上に重ねたトタン板の
チャンネル部を係合させるだけで支持できるので、長尺
のトタン板を傾斜の急な屋根に1人で取付けることがで
き、作業性を大幅に向上させ、しかも強度が高く確実に
固定できるので耐久性にも優れているなど種々の効果を
有するものである。As described above, according to the galvanized iron plate structure according to the present invention, the channel portion having the C-shaped cross section is formed on the bottom surface, and the engaging projection portion having the T-shaped cross section is formed on the upper surface. Since it can be supported simply by engaging the channel portion of the galvanized iron plate that is overlaid on the engaging projection of the galvanized iron plate, a long galvanized iron plate can be mounted on a steeply sloping roof by one person, and workability is improved. It has various effects such as a great improvement and excellent durability because it has high strength and can be securely fixed.
【図1】本発明の実施の一形態によるトタン板の斜視図
である。FIG. 1 is a perspective view of a galvanized iron plate according to an embodiment of the present invention.
【図2】図1に示すトタン板を取付けた屋根構造を示す
断面図である。2 is a sectional view showing a roof structure to which the galvanized iron plate shown in FIG. 1 is attached.
【図3】図1に示すトタン板の係合突起部に、チャンネ
ル部を係合させている状態を示す断面図である。3 is a cross-sectional view showing a state in which a channel portion is engaged with an engagement protrusion portion of the galvanized iron plate shown in FIG.
【図4】図3に示す状態からトタン板の係合突起部にチ
ャンネル部を完全に係合させた状態を示す断面図であ
る。FIG. 4 is a cross-sectional view showing a state in which the channel portion is completely engaged with the engagement projection portion of the galvanized sheet plate from the state shown in FIG.
【図5】従来のトタン屋根構造を示す断面図である。FIG. 5 is a cross-sectional view showing a conventional tin roof structure.
1 屋根 2 野地板 3 防水シート 4 軒先 5 唐草 6 釘 7 トタン板 8 ハゼ部 9 断面S形部 10 トタン板 11 チャンネル部 12 係合突起部 15 唐草 1 Roof 2 Field plate 3 Tarpaulin 4 Eaves 5 Arabesque 6 Nail 7 Galvanized plate 8 Goby part 9 Cross section S-shaped part 10 Galvanized plate 11 Channel part 12 Engagement protrusion 15 Arabesque
Claims (1)
た一端側を折曲して断面がC形状のチャンネル部を底面
側に形成し、長手方向に沿った他端側を折曲して、上面
に断面がT形状の係合突起部を形成し、この係合突起部
に、上から重ねられるトタン板のC形状のチャンネル部
を係合して連結するようにしたことを特徴とするトタン
板構造。1. A rectangular galvanized iron plate is bent at one end side along the longitudinal direction to form a channel portion having a C-shaped cross section on the bottom side and at the other end side along the longitudinal direction. An engaging protrusion having a T-shaped cross section is formed on the upper surface, and the C-shaped channel portion of the galvanized iron plate which is overlapped from above is engaged and connected to the engaging protrusion. Galvanized sheet structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15611896A JPH09317089A (en) | 1996-05-28 | 1996-05-28 | Galvanized iron plate structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15611896A JPH09317089A (en) | 1996-05-28 | 1996-05-28 | Galvanized iron plate structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH09317089A true JPH09317089A (en) | 1997-12-09 |
Family
ID=15620721
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15611896A Pending JPH09317089A (en) | 1996-05-28 | 1996-05-28 | Galvanized iron plate structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH09317089A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004238966A (en) * | 2003-02-07 | 2004-08-26 | Ig Tech Res Inc | Roof material |
| JP2004238921A (en) * | 2003-02-06 | 2004-08-26 | Ig Tech Res Inc | Roof material |
| JP2004244830A (en) * | 2003-02-12 | 2004-09-02 | Ig Tech Res Inc | Roofing material |
| JP2004332343A (en) * | 2003-05-07 | 2004-11-25 | Ig Tech Res Inc | Roofing material |
| JP2005076385A (en) * | 2003-09-03 | 2005-03-24 | Ig Tech Res Inc | Roof material |
| JP2009523109A (en) * | 2006-01-13 | 2009-06-18 | ジョン、クレメント、プレストン | Dust chute |
-
1996
- 1996-05-28 JP JP15611896A patent/JPH09317089A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004238921A (en) * | 2003-02-06 | 2004-08-26 | Ig Tech Res Inc | Roof material |
| JP2004238966A (en) * | 2003-02-07 | 2004-08-26 | Ig Tech Res Inc | Roof material |
| JP2004244830A (en) * | 2003-02-12 | 2004-09-02 | Ig Tech Res Inc | Roofing material |
| JP2004332343A (en) * | 2003-05-07 | 2004-11-25 | Ig Tech Res Inc | Roofing material |
| JP2005076385A (en) * | 2003-09-03 | 2005-03-24 | Ig Tech Res Inc | Roof material |
| JP2009523109A (en) * | 2006-01-13 | 2009-06-18 | ジョン、クレメント、プレストン | Dust chute |
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