JP3443075B2 - Connecting structure between vertical roofing metal shingles - Google Patents
Connecting structure between vertical roofing metal shinglesInfo
- Publication number
- JP3443075B2 JP3443075B2 JP2000183269A JP2000183269A JP3443075B2 JP 3443075 B2 JP3443075 B2 JP 3443075B2 JP 2000183269 A JP2000183269 A JP 2000183269A JP 2000183269 A JP2000183269 A JP 2000183269A JP 3443075 B2 JP3443075 B2 JP 3443075B2
- Authority
- JP
- Japan
- Prior art keywords
- roof
- cap
- roof plate
- plate
- water
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
- E04D3/363—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets with snap action
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/366—Connecting; Fastening by closing the space between the slabs or sheets by gutters, bulges, or bridging elements, e.g. strips
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
- E04D2003/3617—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets with locking or snapping edges located in the thickness of the slab or sheet
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、縦葺き型金属屋根
板同士間の連結構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting structure between vertically-roofing type metal roof plates.
【0002】[0002]
【前提構成】本発明の縦葺き型金属屋根板同士間の連結
構造は、例えば図1−図5(本発明)、または図9・図
10(従来技術)に示すように、次の前提構成を有する
ものを対象とする。[Precondition] As shown in FIG. 1 to FIG. 5 (present invention), or FIG. 9 and FIG. 10 (prior art), a connecting structure between vertically-roofed metal roof plates of the present invention is as follows. Those that have
【0003】図1−図5は本発明の縦葺き型金属屋根板
同士間の連結構造の実施形態1を示す。図1は要部取出
し斜視図、図2は要部の縦断正面図、図3は図2のIII
−III線断面矢視図、図4は図2の分解正面図、図5は
建物の屋根壁に金属板製屋根板を取り付けていく途中の
一部の斜視図である。図9は従来技術1を示す要部の縦
断正面図、図10は従来技術2を示す要部の縦断正面図
である。1 to 5 show a first embodiment of a connecting structure between vertically-roofing type metal roof plates of the present invention. FIG. 1 is a perspective view of a main part taken out, FIG. 2 is a vertical sectional front view of the main part, and FIG. 3 is III of FIG.
-III line sectional arrow view, FIG. 4 is an exploded front view of FIG. 2, and FIG. 5 is a perspective view of a part of the process of attaching the metal roof plate to the roof wall of the building. FIG. 9 is a vertical sectional front view of an essential part showing the prior art 1, and FIG. 10 is a longitudinal sectional front view of an essential part showing the prior art 2.
【0004】この縦葺き型金属屋根板同士間の連結構造
は、金属板製の屋根板(1)と、吊子(2)と、キャップ
(3)とを備える。屋根板(1)には、その左右の各側縁を
折り上げて左右の各立上り連結縁(4)を形成する。この
立上り連結縁(4)の一部に被係留部(5)を形成する。こ
の立上り連結縁(4)の中間高さ部に遮水凸条(6)を屋根
板(1)側へ膨曲させて形成する。The connection structure between the vertically-roofed metal roof plates is made up of a metal roof plate (1), a suspension (2), and a cap.
(3) is provided. Left and right side edges of the roof plate (1) are folded up to form left and right rising connection edges (4). The mooring portion (5) is formed on a part of the rising connecting edge (4). A water-blocking ridge (6) is formed by bulging toward the roof plate (1) at the intermediate height of the rising connection edge (4).
【0005】吊子(2)には、建物(23)の屋根壁(24)へ固
定されるベース部(7)と、左右一対の係留部(8)とを形
成する。キャップ(3)には、その天板(9)の左右両側縁
から左右一対の各側板(10)を折り下げて形成する。この
左右の各側板(10)に内向きの遮水凹条(11)を横外向きに
膨曲させる。The suspender (2) is formed with a base portion (7) fixed to the roof wall (24) of the building (23) and a pair of left and right mooring portions (8). The cap (3) is formed by folding down a pair of left and right side plates (10) from the left and right edges of the top plate (9). Inward water-blocking recesses (11) are laterally outwardly bulged on the left and right side plates (10).
【0006】吊子(2)の左右の各横外側部に左右の両屋
根板(1)(1)の各立上り連結縁(4)を配置する。各
立上り連結縁(4)の被係留部(5)を吊子(2)の左右の各
係留部(8)で上から受け止めるように構成する。吊子
(2)および左右の両立上り連結縁(4)に亘ってキャップ
(3)を上から被せつけて、両立上り連結縁(4)の各遮水
凸条(6)にキャップ(3)の左右の各遮水凹条(11)を外嵌
させて密着接当させて構成したものである。The rising connection edges (4) of the left and right roof plates (1) (1) are arranged on the left and right lateral outside portions of the suspension member (2). The mooring portion (5) of each rising connection edge (4) is configured to be received from above by the mooring portions (8) on the left and right of the suspension (2). Suspension
Cap over (2) and the left and right compatible upward connecting edges (4)
(3) is covered from above, and each water-blocking ridge (6) of the ascending upward coupling edge (4) is fitted externally with each of the water-blocking ridges (11) on the left and right of the cap (3). It has been configured.
【0007】[0007]
【従来の技術】上記前提構成において、キャップ(3)を
屋根板(1)および吊子(2)に組み合わせるための具体的
構成として、従来技術では次のものがある。
○ 従来技術1. 図9参照. 特許第2633003
号公報に記載.
図9は従来技術1を示す、要部の縦断正面図である。2. Description of the Related Art In the above-mentioned presupposed configuration, as a specific configuration for combining the cap (3) with the roof plate (1) and the hanger (2), there is the following conventional technique. ○ Conventional technology 1. See FIG. Patent No. 2633003
Described in the official gazette. FIG. 9 is a vertical cross-sectional front view of the main part, showing the prior art 1.
【0008】キャップ(3)の左右の各側板(10)の各遮水
凹条(11)から各スカート(112)がごく短く連出する。ス
カート(112)の下端縁(113)が、屋根板(1)から高く離れ
た所で、立上り連結縁(4)からも離れている。この立上
り連結縁(4)において、その立上り基部(115)に対して
その立上り途中部(116)および立上り上部(117)が吊子
(2)側へ進出する形に形成されている。The skirts (112) extend very shortly from the water-blocking recesses (11) of the left and right side plates (10) of the cap (3). The lower edge (113) of the skirt (112) is at a high distance from the shingles (1) and also from the rising connecting edge (4). At the rising connecting edge (4), the rising midsection (116) and the rising upper part (117) are suspended from the rising base (115).
It is formed so as to advance to the (2) side.
【0009】前記キャップ(3)のスカート(112)の下端
縁(113)は、屋根板(1)の立上り連結縁(4)の各部分、
および吊子(2)の各部分よりも、吊子(2)の中心側へ引
っ込んで位置する。前記キャップ(3)の天板(9)と左右
の各側板(10)との間に、曲率半径の小さな各小径円弧凸
条(120)が介在する。The lower end edge (113) of the skirt (112) of the cap (3) is a part of the rising connection edge (4) of the roof plate (1),
Also, it is located so as to be retracted toward the center of the suspender (2) from each part of the suspender (2). Between the top plate (9) of the cap (3) and the left and right side plates (10), small-diameter circular arc ridges (120) having a small radius of curvature are interposed.
【0010】○ 従来技術2. 図10参照. 特開平
10−61121号公報に記載.
図10は従来技術2を示す、要部の縦断正面図である。
キャップ(3)の左右の各側板(10)の各遮水凹条(11)から
各スカート(212)がごく短く連出する。スカート(212)の
下端縁(213)が、屋根板(1)から高く離れた所で、立上
り連結縁(4)からも離れている。この立上り連結縁(4)
において、その立上り基部(215)に対してその立上り途
中部(216)および立上り上部(217)が吊子(2)側へ進出す
る形に形成されている。Conventional technology 2. See FIG. Described in Japanese Unexamined Patent Publication No. 10-61121. FIG. 10 is a vertical sectional front view of a main part, showing a conventional technique 2.
Each skirt (212) extends from each water-blocking recess (11) of each side plate (10) on the left and right of the cap (3) very shortly. The bottom edge (213) of the skirt (212) is at a high distance from the shingles (1) and also away from the rising connection edge (4). This rising connection edge (4)
At the rising base portion (215), the rising middle portion (216) and the rising upper portion (217) are formed so as to advance to the suspension (2) side.
【0011】前記キャップ(3)のスカート(212)の下端
縁(213)は、屋根板(1)の立上り連結縁(4)の各部分、
および吊子(2)の各部分よりも、吊子(2)の中心側へ引
っ込んで位置する。前記キャップ(3)の天板(9)と左右
の各側板(10)との間に、曲率半径の小さな各小径円弧凸
条(220)が介在する。The lower end edge (213) of the skirt (212) of the cap (3) is each part of the rising connection edge (4) of the roof plate (1),
Also, it is located so as to be retracted toward the center of the suspender (2) from each part of the suspender (2). Between the top plate (9) of the cap (3) and the left and right side plates (10), small arcuate ridges (220) having a small radius of curvature are interposed.
【0012】[0012]
【発明が解決しようとする課題】上記従来技術1および
従来技術2では、次の問題点がある。
[ A.屋根板(1)上の雨水は、スカート(112)(212)内
へ流れ込み易いため、雨風の強いときには、雨水が屋根
板(1)(1)同士間の連結部から建物(23)の屋根壁(24)内
へ雨漏りする虞れがある。 ]The prior art 1 and the prior art 2 have the following problems. [A. The rainwater on the roof plate (1) easily flows into the skirts (112) (212), so when rainy wind is strong, the rainwater flows from the connection between the roof plates (1) (1) to the roof of the building (23). There is a risk of rain leaks into the wall (24). ]
【0013】暴風雨や台風などの雨風が強く吹き付ける
ときには、屋根板(1)上を流れる雨水の一部は、強風で
勢いよく押されて、キャップ(3)のスカート(112)(212)
内に押し込まれ、キャップ(3)の側板(10)の遮水凹条(1
1)と屋根板(1)の立上り連結縁(4)の遮水凸条(6)との
嵌合密着接当面間を上向きに通過し、キャップ(3)内で
流れ落ち、左右の両立上り連結縁(4)(4)の対向面間を
経て、建物(23)の屋根壁(24)から建物(23)内へ侵入し
て、雨漏りが発生する虞れがある。When strong rainstorms or typhoons blow strongly, part of the rainwater flowing on the roof plate (1) is vigorously pushed by the strong wind, and the skirts (112) (212) of the cap (3) are pushed.
It is pushed in and the water-blocking recess (1) of the side plate (10) of the cap (3)
1) and the rising connection edge (4) of the roof plate (1) are fitted tightly to the water-blocking ridges (6). Passes upward between the contact surfaces, then flows down in the cap (3), and both right and left upward connection is achieved. There is a possibility that rain may leak from the roof walls (24) of the building (23) into the building (23) through the facing surfaces of the edges (4) and (4).
【0014】[ B.強風が起こす負圧により屋根板
(1)が建物(23)の屋根壁(24)から引き剥がされる虞れが
ある。 ]
暴風や台風などの風が強く吹き付けるときには、風が起
こす負圧により屋根板(1)が吸い上げられて浮き上が
り、建物(23)の屋根壁(24)から引き剥がされる虞れがあ
る。[B. Negative pressure caused by strong wind
(1) may be peeled off from the roof wall (24) of the building (23). When a strong wind such as a storm or a typhoon blows, the negative pressure caused by the wind may suck up the roof plate (1) and lift it up, and the roof plate (1) may be peeled off from the roof wall (24) of the building (23).
【0015】[ C.キャップ(3)は屋根板(1)に嵌合
固定されているだけなので、その嵌合固定力が比較的弱
く、キャップ(3)が屋根板(1)および吊子(2)から外乱
力で外れ出す虞れがある。 ]
キャップ(3)は屋根板(1)に対して、遮水凹条(11)と遮
水凸条(6)との嵌合箇所だけでしか嵌合固定されていな
いので、その嵌合固定力が弱く、キャップ(3)が屋根板
(1)および吊子(2)から外乱力で外れ出す虞れがある。[C. Since the cap (3) is only fitted and fixed to the roof plate (1), its fitting and fixing force is relatively weak, and the cap (3) is disturbed by the roof plate (1) and the sling (2). There is a risk of coming off. ] The cap (3) is fitted and fixed to the roof plate (1) only at the place where the water-impervious recess (11) and the water-impermeable ridge (6) are fitted together. Weak force, cap (3) is shingles
There is a risk that it will come off from (1) and the suspender (2) due to disturbance force.
【0016】[ D.作業者がキャップ(3)を両立上り
連結縁(4)(4)および吊子(2)に被せつけて行くとき
に、キャップ(3)の左右のスカート(112)(112)(212)(21
2)をこじ開ける操作が必要になる分だけ、このキャップ
(3)の組みつけ作業が複雑化し、手間がかかる。 ][D. When an operator puts the cap (3) on the ascending upward coupling edges (4) (4) and the hanger (2), the left and right skirts (112) (112) (212) of the cap (3) ( twenty one
2) As much as the operation to pry open this cap is necessary
The assembly work of (3) is complicated and takes time. ]
【0017】左右の屋根板(1)(1)の両立上り連結縁
(4)(4)を、吊子(2)で建物(23)の屋根壁(24)に連結固
定した後、キャップ(3)を両立上り連結縁(4)(4)およ
び吊子(2)に被せ付けて組みつける。キャップ(3)の左
右のスカート(112)(112)(212)(212)の両下端縁(113)(11
3)(213)(213)同士間の幅が、両立上り連結縁(4)(4)同
士間の幅、および吊子(2)の全幅よりも狭い。このた
め、作業者がキャップ(3)を両立上り連結縁(4)(4)お
よび吊子(2)に被せつけて行くときに、キャップ(3)の
左右のスカート(112)(112)(212)(212)をこじ開ける操作
が必要になる分だけ、このキャップ(3)の組みつけ作業
が複雑化し、手間がかかる。Compatible left and right roof boards (1) (1)
(4) After the (4) is connected and fixed to the roof wall (24) of the building (23) by the hangings (2), the cap (3) is compatible and the rising connection edge (4) (4) and the hangings (2) ) And assemble. Left and right skirts of the cap (3) (112) (112) (212) (212) both lower edges (113) (11
3) The width between (213) and (213) is narrower than the width between the compatible upward connecting edges (4) and (4) and the entire width of the suspension (2). Therefore, when the worker puts the cap (3) on the compatible upward connecting edges (4) (4) and the hanger (2), the left and right skirts (112) (112) (of the cap (3) (112) ( The work of assembling the cap (3) becomes complicated and time-consuming because the operation of prying open the 212) and (212) is required.
【0018】本発明の課題は、次のようにすることにあ
る。
(A).屋根板上の雨水を、キャップのスカート内へ流
れ込みにくくするうえ、スカート内で失速させることに
より、雨風の強いときでも、雨水が屋根板同士間の連結
部から建物の屋根壁内へ雨漏りすることを、強力に防止
する。
(B).スカートの下端縁で屋根板を圧えることによ
り、強風が起こす負圧により屋根板が建物の屋根壁から
引き剥がされることを、強力に防止する。An object of the present invention is to do the following. (A). Prevents rainwater on the roof plate from flowing into the skirt of the cap and stalls in the skirt to prevent rainwater from leaking from the joint between the roof plates into the roof wall of the building even when the wind is strong. Is strongly prevented. (B). By pressing the roof plate at the lower edge of the skirt, the roof plate is strongly prevented from being peeled off from the roof wall of the building due to the negative pressure caused by the strong wind.
【0019】(C).キャップを屋根板および吊子に対
して強く嵌合固定させることにより、キャップが屋根板
および吊子から外乱力で外れ出すことを防止する。
(D).キャップを屋根板および吊子に対して強く嵌合
固定させて、キャップのスカートの下端縁が屋根板を圧
える力を強くすることにより、強風から生じる負圧によ
り屋根板が建物の屋根壁から引き剥がされることを、一
層強力に防止する。(C). By tightly fitting and fixing the cap to the roof plate and the hanger, the cap is prevented from coming off from the roof plate and the hanger due to a disturbance force. (D). By tightly fitting and fixing the cap to the roof plate and the hanger, the lower edge of the cap skirt strengthens the force that presses the roof plate, so that the negative pressure generated by the strong wind causes the roof plate to move from the roof wall of the building. It is more strongly prevented from being peeled off.
【0020】(E).キャップを塑性変形しにくくする
ことにより、キャップの遮水凹条と屋根板の立上り連結
縁の遮水凸条との嵌合面圧を高精度に保持して、この嵌
合面間での遮水性能を高く保持する。(E). By making the cap less susceptible to plastic deformation, the fitting surface pressure between the water-blocking concave line of the cap and the water-blocking convex line of the rising connection edge of the roof plate is maintained with high accuracy, and the space between these mating faces is blocked. Maintains high water performance.
【0021】(F).屋根板上の雨水をキャップのスカ
ート内へ自由に多量に流れ込みにくくするうえ、流れ込
んだ雨水をスカート内の広い緩衝空間で失速・落下させ
ることにより、雨風の強いときでも、雨水が屋根板同士
間の連結部から建物の屋根壁内へ雨漏りすることを防止
する。
(G).屋根板上を流れる雨水でキャップのスカート内
の緩衝空間内に溜まっている塵埃を外側へ洗い流して行
かせることにより、この緩衝空間内に侵入・蓄積した塵
埃とこれに吸収された雨水とで屋根板が腐食され出すこ
とを解消する。(F). It prevents the rainwater on the roof plate from freely flowing into the skirt of the cap, and by stalling and dropping the inflowing rainwater in the wide buffer space inside the skirt, the rainwater will not be able to flow between the roof plates even when the wind is strong. Prevents rain from leaking into the building's roof wall from the joints. (G). Dust that has accumulated in the buffer space and the rainwater absorbed by the roof are used to wash away the dust that has accumulated in the buffer space inside the skirt of the cap with the rainwater flowing over the roof plate. Eliminates the corrosion of the board.
【0022】[0022]
【課題を解決するための手段】本発明の縦葺き型金属屋
根板同士間の連結構造は、上記前提構成において、上記
課題を解決するために、キャップ(3)を屋根板(1)およ
び吊子(2)に組み合わせるための具体的構成として、例
えば図1−図5、図6、図7、または図8に示すよう
に、次の特徴構成を追加したことを特徴とする。In order to solve the above-mentioned problems, the structure for connecting vertically-roofing type metal roof boards of the present invention has a cap (3) and a roof board (1) and a suspension. As a specific configuration to be combined with the child (2), for example, the following characteristic configuration is added as shown in FIG. 1 to FIG. 5, FIG. 6, FIG. 7, or FIG.
【0023】○ 発明1. 請求項1. 図1−図5、
または図6参照.
図1−図5は本発明の縦葺き型金属屋根板同士間の連結
構造の実施形態1を示す。図1は要部取出し斜視図、図
2は要部の縦断正面図、図3は図2のIII−III線断面矢
視図、図4は図2の分解正面図、図5は建物の屋根壁に
金属板製屋根板を取り付けていく途中の一部の斜視図で
ある。図6は本発明の実施形態2を示す、要部の縦断正
面図である。Invention 1 Claim 1. 1 to 5,
Or see FIG. 1 to 5 show Embodiment 1 of the connection structure between vertically-roofed metal roof plates of the present invention. FIG. 1 is a perspective view showing the main part taken out, FIG. 2 is a vertical sectional front view of the main part, FIG. 3 is a sectional view taken along the line III-III of FIG. 2, FIG. 4 is an exploded front view of FIG. 2, and FIG. It is a perspective view of a part of the process of attaching the metal roof plate to the wall. FIG. 6 is a vertical cross-sectional front view of a main part showing a second embodiment of the present invention.
【0024】キャップ(3)の左右の各側板(10)の各遮水
凹条(11)から各スカート(12)を横外側下方位置にまで延
出させて、スカート(12)の下端縁(13)を屋根板(1)に接
当させる。このスカート(12)と屋根板(1)と立上り連結
縁(4)とで取り囲まれた内部に広い緩衝空間(14)を形成
する。The skirts (12) are extended to the laterally outer downward positions from the water-impervious recesses (11) of the left and right side plates (10) of the cap (3), and the lower end edges ( Put 13) on the shingles (1). A wide buffer space (14) is formed inside the skirt (12), the roof plate (1) and the rising connection edge (4).
【0025】前記吊子(2)の上半部に左右一対の抜止め
条(18)を形成する。この抜止め条(18)は係留部(8)から
横外下向きに連出する。前記キャップ(3)の左右一対の
各側板(10)において、遮水凹条(11)の上部で各被抜止め
条(19)を形成する。この各被抜止め条(19)を各抜止め条
(18)に上向きに抜止め接当させて構成したことを特徴と
する。A pair of left and right retaining strips (18) are formed on the upper half of the suspension (2). This retaining strip (18) is attached to the mooring section (8).
It runs laterally downward. Oite pair of left and right side plates of the cap (3) (10), to form a strip (19) each of the retainer at the top of the water shield concave (11). Use each of these removal prevention strips (19)
It is characterized in that it is constructed so that it is held in contact with (18) in an upward direction.
【0026】○ 発明2. 請求項2. 図6参照.
この発明2は、上記発明1において、次の構成を追加し
たことを特徴とする。前記キャップ(3)の天板(9)と左
右の各側板(10)との間に、曲率半径の大きな各大径円弧
凸条(20)を介在させる。この大径円弧凸条(20)は天板
(9)に対する両側板(10)の開閉揺動方向の最大弾性変形
寸法を拡大するように構成した。Invention 2. Claim 2. See FIG. This invention 2 is characterized in that the following configuration is added to the above invention 1. The large-diameter circular arc ridges (20) having a large radius of curvature are interposed between the top plate (9) of the cap (3) and the left and right side plates (10). This large-diameter arc ridge (20) is a top plate
The maximum elastic deformation dimension of the side plates (10) with respect to (9) in the opening / closing swing direction is enlarged.
【0027】○ 発明3. 請求項3. 図7または図
8参照
図7は本発明の実施形態3を示す、要部の縦断正面図。
図8は本発明の実施形態4を示す、要部の縦断正面図で
ある。この発明3は、上記発明1または発明2におい
て、その構成の一部を次のように変更したことを特徴と
する。Invention 3. Claim 3. See FIG. 7 or FIG. 8. FIG. 7 is a vertical cross-sectional front view of essential parts showing a third embodiment of the present invention.
FIG. 8 is a vertical sectional front view of a main part, showing a fourth embodiment of the present invention. The invention 3 is characterized in that, in the invention 1 or the invention 2, a part of the configuration is changed as follows.
【0028】前記キャップ(3)の左右の各スカート(12)
の下端縁(13)は、前記屋根板(1)に接当させるのに代え
て、屋根板(1)から塵埃流出用隙間(21)を空けて浮かせ
て位置させる。この塵埃流出用隙間(21)の寸法は前記緩
衝空間(14)の高さの1/3以下の狭い寸法に設定する。
この狭い塵埃流出用隙間(21)を介して緩衝空間(14)を屋
根板(1)上の外部空間(22)に連通させて構成した。Left and right skirts (12) of the cap (3)
The lower edge (13) of the above is placed in contact with the roof plate (1) instead of being abutted against the roof plate (1), leaving a dust outflow gap (21) open. The size of the dust outflow gap (21) is set to be narrower than 1/3 of the height of the buffer space (14).
The buffer space (14) communicates with the external space (22) on the roof plate (1) through the narrow dust outflow gap (21).
【0029】[0029]
【発明の効果】本発明の縦葺き型金属屋根板同士間の連
結構造は、つぎの効果を奏する。
○ 発明1. 請求項1. 図1−図5、または図6参
照.
[ A.屋根板(1)上の雨水は、スカート(12)内へ流れ
込みにくくなるうえ、スカート(12)内の広い緩衝空間(1
4)で失速・落下するため、雨風の強いときでも、雨水が
屋根板(1)(1)同士間の連結部から建物(23)の屋根壁(2
4)内へ雨漏りすることを、強力に防止する。 ]EFFECTS OF THE INVENTION The connecting structure between vertically-roofed metal roof plates of the present invention has the following effects. ○ Invention 1. Claim 1. See FIG. 1 to FIG. 5 or FIG. [A. Rainwater on the roof plate (1) is less likely to flow into the skirt (12) and also has a large buffer space (1) inside the skirt (12).
Because it stalls and falls at 4), rainwater flows from the connection between the roof plates (1) (1) to the roof wall (2) of the building (23) even when the wind is strong.
4) Strongly prevent leaking into the interior. ]
【0030】暴風雨や台風などの雨風が強く吹き付ける
ときには、屋根板(1)上を流れる雨水の一部は、強風で
勢いよく押されて、キャップ(3)のスカート(12)内に押
し込まれ、キャップ(3)の側板(10)の遮水凹条(11)と屋
根板(1)の立上り連結縁(4)の遮水凸条(6)との嵌合密
着接当面間を上向きに通過し、キャップ(3)内で流れ落
ち、左右の両立上り連結縁(4)(4)の対向面間を経て、
建物(23)の屋根壁(24)から建物(23)内へ侵入して、雨漏
りが発生することがある。When strong rainstorms or typhoons blow, a part of the rainwater flowing on the roof plate (1) is vigorously pushed by the strong wind and pushed into the skirt (12) of the cap (3), Passing upward between the contact surfaces of the cap (3), which fits tightly between the watertight ridges (11) on the side plate (10) and the watertight ridges (6) on the rising connection edge (4) of the roof plate (1). Then, it flows down in the cap (3) and passes between the facing surfaces of the left and right compatible upward connecting edges (4) and (4),
A rain leak may occur from the roof wall (24) of the building (23) invading the building (23).
【0031】本発明1では、強風でスカート(12)内へ押
し込まれようとする屋根板(1)上の雨水は、スカート(1
2)の下端縁(13)が屋根板(1)に接当しているため、この
接当面間からはその雨水の大部分がスカート(12)内へ流
れ込むのを防がれる。その雨水のごく一部がスカート(1
2)内に侵入したとしても、その接当面間から広い緩衝空
間(14)への急な広がりにより、その侵入水の流れの勢い
が急速に弱まる。この勢いの弱まった侵入水は、屋根板
(1)から立上り連結縁(4)に衝突して容易に跳ね返さ
れ、広い緩衝空間(14)内をスムースに落下して、スカー
ト下端縁(13)と屋根板(1)との接当面間から外部へスム
ースに流れ出していく。According to the first aspect of the present invention, rainwater on the roof plate (1) which is about to be pushed into the skirt (12) by a strong wind does not flow into the skirt (1).
Since the lower edge (13) of 2) is in contact with the roof plate (1), most of the rainwater can be prevented from flowing into the skirt (12) from between the contact surfaces. A small portion of that rainwater is a skirt (1
Even if it penetrates into the inside of 2), the force of the flow of the invading water is rapidly weakened due to the rapid spread from the contact surface to the wide buffer space (14). This weakened invading water is
It collides with the rising connection edge (4) from (1) and is easily bounced off, smoothly falling in the wide buffer space (14), and between the abutment surfaces of the skirt lower edge (13) and the roof plate (1). Smoothly flows from the outside.
【0032】これにより、その緩衝空間(14)内の侵入水
は、遮水凸条(6)と遮水凹条(11)との接当面間を上向き
に通過することが殆ど無くなり、雨風の強いときでも、
雨水が屋根板(1)(1)同士間の連結部から建物(23)の屋
根壁(24)内へ雨漏りすることを、強力に防止することが
できる。As a result, the invading water in the buffer space (14) almost never passes upward between the contact surfaces of the water-blocking ridges (6) and the water-blocking ridges (11), which prevents rainwater and wind. Even when strong
It is possible to strongly prevent rainwater from leaking into the roof wall (24) of the building (23) from the connecting portion between the roof plates (1) (1).
【0033】[ B.スカート(12)の下端縁(13)が屋根
板(1)を圧えているので、強風が起こす負圧により屋根
板(1)が建物(23)の屋根壁(24)から引き剥がされること
を、強力に防止する。 ]
暴風や台風などの風が強く吹き付けるときには、風が起
こす負圧により屋根板(1)が吸い上げられて、建物(23)
の屋根壁(24)から引き剥がされようとする。本発明1で
は、スカート(12)の下端縁(13)が屋根板(1)を圧えてい
るので、強風が起こす負圧により屋根板(1)が建物(23)
の屋根壁(24)から引き剥がされることを、強力に防止す
ることができる。[B. Since the lower edge (13) of the skirt (12) presses against the roof plate (1), the roof plate (1) is torn off from the roof wall (24) of the building (23) due to the negative pressure caused by the strong wind. , Prevent strongly. ] When a strong wind such as a storm or a typhoon blows strongly, the negative pressure caused by the wind sucks up the roof plate (1), and the building (23)
Is about to be stripped from the roof wall (24) of the. In the present invention 1, since the lower end edge (13) of the skirt (12) presses the roof plate (1), the roof plate (1) is fixed to the building (23) by the negative pressure generated by the strong wind.
It can be strongly prevented from being peeled off from the roof wall (24) of the.
【0034】[ C.キャップ(3)は屋根板(1)および
吊子(2)に対して、2段に嵌合固定されている分だけ、
その嵌合固定力が倍増するので、キャップ(3)が屋根板
(1)および吊子(2)から外乱力で外れ出すことを、強力
に防止する。 ]
キャップ(3)は屋根板(1)および吊子(2)に対して、遮
水凹条(11)と遮水凸条(6)との嵌合箇所、および被抜止
め条(19)と抜止め条(18)との嵌合箇所で、2段に嵌合固
定されている分だけ、その嵌合固定力が倍増するので、
キャップ(3)が屋根板(1)および吊子(2)から外乱力で
外れ出すことを、強力に防止することができる。[C. The cap (3) is fitted and fixed in two steps to the roof plate (1) and the hanger (2),
The cap (3) is replaced by the roof plate because its fitting and fixing force is doubled.
Strongly prevent it from coming off from (1) and the suspender (2) by a disturbance force. ] The cap (3) is fitted to the roof plate (1) and the hanger (2) at the position where the water-impervious recessed line (11) and the water-impermeable line (6) are fitted, and the removal-preventing line (19). Since the fitting fixing force is doubled at the fitting position between the and the retaining strip (18), the fitting fixing force doubles.
It is possible to strongly prevent the cap (3) from coming off the roof plate (1) and the hanger (2) by a disturbance force.
【0035】[ D.キャップ(3)のスカート(12)の下
端縁(13)が屋根板(1)を圧える力が強くなり、強風から
生じる負圧により屋根板(1)が建物(23)の屋根壁(24)か
ら引き剥がされることを、一層強力に防止する。 ]
上記効果[C]で述べたように、キャップ(3)は屋根板
(1)および吊子(2)に対して、2段に嵌合固定されてい
る分だけ、外乱力で外れ出すのを強力に防止されるの
で、キャップ(3)のスカート(12)の下端縁(13)が屋根板
(1)を圧える力が強くなり、強風から生じる負圧により
屋根板(1)が建物(23)の屋根壁(24)から引き剥がされる
ことを、一層強力に防止することができる。[D. The lower edge (13) of the skirt (12) of the cap (3) has a stronger force to press the roof plate (1), and the negative pressure generated by the strong wind causes the roof plate (1) to move to the roof wall (24) of the building (23). ) Is more strongly prevented from being peeled off. ] As described in the above effect [C], the cap (3) is the roof plate.
Since it is strongly fixed to the (1) and the hanger (2) in two steps, it is strongly prevented from coming off due to disturbance force, so the lower end of the skirt (12) of the cap (3) The roof (13)
It is possible to more strongly prevent the roof plate (1) from being peeled off from the roof wall (24) of the building (23) by the negative pressure generated by the strong wind because the force pressing the (1) becomes stronger.
【0036】○ 発明2. 請求項2. 図6参照.
この発明2は、上記発明1の効果[A]・[B]・
[C]および[D]に加えて、つぎの効果を奏する。
[ E.大径円弧凸条(20)は塑性変形しにくく弾性復元
力が安定するため、遮水凹条(11)と遮水凸条(6)との嵌
合面圧が高精度に保持され、この嵌合面間での遮水性能
が高く保持され、雨水がこの嵌合面間を通過して建物(2
3)の屋根壁(24)に侵入して雨漏りすることを、一層強力
に防止できる。 ]Invention 2. Claim 2. See FIG. This invention 2 has the effects [A], [B], and
In addition to [C] and [D], the following effects are exhibited. [E. Since the large-diameter circular arc ridge (20) is unlikely to be plastically deformed and the elastic restoring force is stable, the fitting surface pressure between the water-impervious concave line (11) and the water-impermeable ridge (6) is maintained with high accuracy. High water impermeability is maintained between the mating surfaces, and rainwater passes between these mating surfaces and the building (2
It is possible to more strongly prevent rain from leaking into the roof wall (24) of 3). ]
【0037】キャップ(3)を左右の屋根板(1)(1)の両
立上り連結縁(4)(4)および吊子(2)に被せて組みつけ
ていく場合において、キャップ(3)の遮水凹条(11)が立
上り連結縁(4)の遮水凸条(6)に乗り上げてから嵌合す
るときに、キャップ(3)のスカート(12)および側板(10)
が左右外側へ押し拡げられて、大径円弧凸条(20)が弾性
変形する。When assembling the cap (3) by covering both the left and right roof plates (1) and (1) on the upward connecting edges (4) and (4) and the hanger (2), the cap (3) The skirt (12) of the cap (3) and the side plate (10) when the water-blocking recess (11) rides on the water-blocking ridge (6) of the rising connecting edge (4) and then fits.
Are pushed outward to the left and right, and the large-diameter circular arc ridges (20) elastically deform.
【0038】この大径円弧凸条(20)は、キャップ(3)の
天板(9)に対する左右両側板(10)(10)の開閉揺動方向の
最大弾性変形寸法を拡大しているので、塑性変形しにく
くなって弾性復元力が安定するため、遮水凹条(11)と遮
水凸条(6)との嵌合面圧が設計値に高精度に保持され、
この嵌合面間での遮水性能が高く保持され、雨水がこの
嵌合面間を通過して建物(23)の屋根壁(24)に侵入して雨
漏りすることを、一層強力に防止できる。The large-diameter circular arc ridge (20) expands the maximum elastic deformation dimension of the left and right side plates (10) (10) with respect to the top plate (9) of the cap (3) in the opening / closing swing direction. , It is difficult to plastically deform and the elastic restoring force is stable, so the fitting surface pressure between the water-impervious ridges (11) and the water-impervious ridges (6) is maintained at the design value with high accuracy.
The water-blocking performance between these mating surfaces is kept high, and rainwater can be more strongly prevented from passing through between these mating surfaces and entering the roof wall (24) of the building (23) and leaking. .
【0039】○ 発明3. 請求項3. 図7または図
8参照.
まず、この発明3は、上記発明1と共通する構成部分か
らは、上記発明1の効果[A]・[B]・[C]および
[D]のうちの[C]および[D]の効果を奏する。そ
して、この発明3は、上記発明1と共通しない構成部分
からは、つぎの効果を奏する。Invention 3. Claim 3. See FIG. 7 or FIG. First, the present invention 3 has the same effects as those of the above invention 1 in terms of the effects [A], [B], [C] and [D] of the above invention 1 Play. The invention 3 has the following effects from the components that are not common to the invention 1.
【0040】[ F.屋根板(1)上の雨水は、スカート
(12)内へ自由に多量に流れ込みにくくなるうえ、スカー
ト(12)内の広い緩衝空間(14)で失速・落下するため、雨
風の強いときでも、雨水が屋根板(1)(1)同士間の連結
部から建物(23)の屋根壁(24)内へ雨漏りすることを、強
力に防止する。 ][F. Rainwater on the roof plate (1) is a skirt
It is difficult to flow a large amount into the inside of the (12), and the large buffer space (14) inside the skirt (12) stalls and drops the rainwater so that even when the wind and wind are strong, the rainwater will fall between the roof plates (1) (1). It strongly prevents the leakage of rain from the connecting portion between them into the roof wall (24) of the building (23). ]
【0041】本発明3では、暴風雨や台風時などの強風
で屋根板(1)上の雨水がスカート(12)内へ押し込まれよ
うとする流れは、狭い塵埃流出用隙間(21)で制限され
る。このため、その雨水がスカート(12)へ自由に多量に
流れ込まないようにする。その雨水の一部がスカート(1
2)内に侵入したとしても、その接当面間から広い緩衝空
間(14)への急な広がりにより、その侵入水の流れの勢い
が急速に弱まる。この勢いの弱まった侵入水は、屋根板
(1)から立上り連結縁(4)に衝突して容易に跳ね返さ
れ、広い緩衝空間(14)内をスムースに落下して、スカー
ト下端縁(13)と屋根板(1)との接当面間から外部へスム
ースに流れ出していく。According to the third aspect of the present invention, the flow of rainwater on the roof plate (1) being pushed into the skirt (12) by a strong wind such as a storm or a typhoon is limited by the narrow dust outflow gap (21). It Therefore, the rainwater is prevented from freely flowing into the skirt (12) in a large amount. Part of that rainwater is a skirt (1
Even if it penetrates into the inside of 2), the force of the flow of the invading water is rapidly weakened due to the rapid spread from the contact surface to the wide buffer space (14). This weakened invading water is
It collides with the rising connection edge (4) from (1) and is easily bounced off, smoothly falling in the wide buffer space (14), and between the abutment surfaces of the skirt lower edge (13) and the roof plate (1). Smoothly flows from the outside.
【0042】これにより、その緩衝空間(14)内の侵入水
は、遮水凸条(6)と遮水凹条(11)との接当面間を上向き
に通過することが殆ど無くなり、雨風の強いときでも、
雨水が屋根板(1)(1)同士間の連結部から建物(23)の屋
根壁(24)内へ雨漏りすることを、強力に防止することが
できる。As a result, the invading water in the buffer space (14) almost never passes upward between the contact surfaces of the water-blocking ridges (6) and the water-blocking ridges (11), which prevents rain and wind from entering. Even when strong
It is possible to strongly prevent rainwater from leaking into the roof wall (24) of the building (23) from the connecting portion between the roof plates (1) (1).
【0043】[ G.屋根板(1)上を流れる雨水が、緩
衝空間(14)内に溜まっている塵埃を塵埃流出用隙間(21)
から外側へ洗い流して行くことにより、緩衝空間(14)内
に蓄積した塵埃とこれに吸収された雨水とで屋根板(1)
が腐食され出すことを解消する。 ][G. Rainwater flowing over the roof plate (1) removes dust accumulated in the buffer space (14) from the dust outflow gap (21).
By washing away from the roof to the outside, the dust accumulated in the buffer space (14) and the rainwater absorbed by the roof plate (1)
Eliminates the start of corrosion. ]
【0044】外部の塵埃が風に吹かれて、塵埃流出用隙
間(21)からスカート(12)内の緩衝空間(14)内に入り込
み、ここに溜まろうとする。雨が降ったときに、屋根板
(1)上を流れる雨水の一部が、塵埃流出用隙間(21)から
スカート(12)内の緩衝空間(14)内に流れ込み、ここに溜
まっている塵埃を塵埃流出用隙間(21)から外側へ洗い流
して行く。これにより、緩衝空間(14)内に塵埃が蓄積し
ていくことが無くなり、ここに蓄積した塵埃とこれに吸
収された雨水とで屋根板(1)が腐食され出すことを解消
して、この屋根板(1)の耐久性を高めることができる。External dust is blown by the wind and enters the buffer space (14) in the skirt (12) through the dust outflow gap (21) and tries to accumulate there. Roofing boards when it rains
(1) Part of the rainwater flowing above flows into the buffer space (14) in the skirt (12) from the dust outflow gap (21), and the dust accumulated there is discharged from the dust outflow gap (21). Rinse to the outside. As a result, dust does not accumulate in the buffer space (14), and the roof plate (1) is prevented from being corroded by the dust accumulated here and the rainwater absorbed by the dust. The durability of the roof plate (1) can be improved.
【0045】[0045]
【発明の実施の形態】以下、本発明の縦葺き型金属屋根
板同士間の連結構造の実施の形態を、図面に基き説明す
る。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a connecting structure between vertically-roofing type metal roof plates according to the present invention will be described below with reference to the drawings.
【0046】○ 実施形態1. 請求項1. 図1−図
5参照.
図1−図5は本発明の縦葺き型金属屋根板同士間の連結
構造の実施形態1を示す。図1は要部取出し斜視図であ
る。図2は要部の縦断正面、図3は図2のIII−III線断
面矢視図、図4は図2の分解正面図、図5は建物の屋根
壁に金属板製屋根板を取り付けていく途中の一部の斜視
図である。First Embodiment Claim 1. See FIGS. 1 to 5. 1 to 5 show Embodiment 1 of the connection structure between vertically-roofed metal roof plates of the present invention. FIG. 1 is a perspective view of a main part taken out. 2 is a longitudinal front view of a main portion, FIG. 3 is a sectional view taken along the line III-III of FIG. 2, FIG. 4 is an exploded front view of FIG. 2, and FIG. 5 is a roof plate made of metal plate attached to a roof wall of a building. It is a perspective view of a part of the way.
【0047】この縦葺き型金属屋根板同士間の連結構造
は、鉄板製の屋根板(1)と、アルミ合金製の吊子(2)
と、鉄板製のキャップ(3)とを備える。屋根板(1)に
は、その左右の各側縁を折り上げて左右の各立上り連結
縁(4)を形成する。この立上り連結縁(4)の上縁を屋根
板(1)側へ折り下げて、この折り返し上端部で被係留部
(5)を形成する。この立上り連結縁(4)の中間高さ部に
遮水凸条(6)を屋根板(1)側へ膨曲させて形成する。The connection structure between the vertically-roofed metal roof plates is made of an iron plate roof plate (1) and an aluminum alloy hanger (2).
And an iron plate cap (3). Left and right side edges of the roof plate (1) are folded up to form left and right rising connection edges (4). The upper edge of this rising connection edge (4) is folded down to the roof plate (1) side, and the moored portion
Form (5). A water-blocking ridge (6) is formed by bulging toward the roof plate (1) at the intermediate height of the rising connection edge (4).
【0048】吊子(2)の下部には、建物(23)の屋根壁(2
4)へ固定されるベース部(7)を形成する。この吊子(2)
の上部には、左右一対の各係留部(8)を左右横外側へ折
り返して形成する。キャップ(3)には、その天板(9)の
左右両側縁から左右一対の各側板(10)を折り下げて形成
する。この左右の各側板(10)の中間高さ部に、内向きの
遮水凹条(11)を横外向きに膨曲させる。At the bottom of the suspension rod (2), the roof wall (2
Form the base part (7) fixed to 4). This suspension (2)
A pair of left and right mooring parts (8) are formed by folding back the left and right lateral outsides at the upper part of the. The cap (3) is formed by folding down a pair of left and right side plates (10) from the left and right edges of the top plate (9). At the intermediate height portion of each of the left and right side plates (10), inward water-blocking recessed ridges (11) are bulged laterally and outwardly.
【0049】吊子(2)の左右の各横外側部に左右の両屋
根板(1)(1)の各立上り連結縁(4)を配置する。各
立上り連結縁(4)の被係留部(5)を吊子(2)の左右の各
係留部(8)で上から受け止めるように構成する。吊子
(2)および左右の両立上り連結縁(4)に亘ってキャップ
(3)を上から被せつけて、両立上り連結縁(4)の各遮水
凸条(6)にキャップ(3)の左右の各遮水凹条(11)を外嵌
させて密着接当させる。The rising connection edges (4) of the left and right roof shrouds (1) (1) are arranged on the left and right lateral outer sides of the suspension member (2). The mooring portion (5) of each rising connection edge (4) is configured to be received from above by the mooring portions (8) on the left and right of the suspension (2). Suspension
Cap over (2) and the left and right compatible upward connecting edges (4)
(3) is covered from above, and each water-blocking ridge (6) of the ascending upward coupling edge (4) is fitted externally with each of the water-blocking ridges (11) on the left and right of the cap (3). Let
【0050】キャップ(3)の左右の各側板(10)の各遮水
凹条(11)から各スカート(12)を横外側下方位置にまで延
出させて、スカート(12)の下端縁(13)を屋根板(1)に接
当させる。このスカート(12)と屋根板(1)と立上り連結
縁(4)とで取り囲まれた内部に広い緩衝空間(14)を形成
する。この立上り連結縁(4)において、その立上り基部
(15)に対してその立上り途中部(16)および立上り上部(1
7)が吊子(2)側へ進出しない形に形成する。The respective skirts (12) are extended to the laterally outer downward positions from the respective water-impervious recesses (11) of the left and right side plates (10) of the cap (3), and the lower end edges (of the skirt (12) ( Put 13) on the shingles (1). A wide buffer space (14) is formed inside the skirt (12), the roof plate (1) and the rising connection edge (4). At this rising connection edge (4), the rising base
In contrast to (15), its rising midsection (16) and rising top (1
Form so that 7) does not advance to the side of the hanger (2).
【0051】前記吊子(2)の上半部に左右一対の抜止め
条(18)を形成する。この抜止め条(18)は、係留部(8)か
ら横外下向きに連出する。前記キャップ(3)の左右一対
の各側板(10)において、遮水凹条(11)の上部で、各被抜
止め条(19)を形成する。この各被抜止め条(19)を各抜止
め条(18)に、上向きに抜止め接当するように嵌合させ
る。前記キャップ(3)のスカート(12)の下端縁(13)は、
屋根板(1)の立上り連結縁(4)の各部分、および吊子
(2)の各部分よりも、屋根板(1)の中心側へ張り出させ
て位置させたものである。A pair of left and right retaining strips (18) are formed on the upper half of the suspension (2). The retaining strip (18) extends laterally downward from the mooring portion (8). In each of the pair of left and right side plates (10) of the cap (3), each retaining ridge (19) is formed above the water-blocking recess (11). The respective retaining strips (19) are fitted to the respective retaining strips (18) so that the retaining strips abut upward and abut. The lower edge (13) of the skirt (12) of the cap (3) is
Each part of the rising connection edge (4) of the roof plate (1) and the suspension
It is located so as to project toward the center side of the roof plate (1) rather than each part of (2).
【0052】図2・図3・図4において、符号(41)は吊
子固定ボルト、(42)はボルト挿入孔、(43)は挿通孔であ
る。この吊子固定ボルト(41)は、吊子(2)のベース部
(7)を建物(23)の屋根壁(24)に固定する。In FIGS. 2, 3, and 4, reference numeral (41) is a hanger fixing bolt, (42) is a bolt insertion hole, and (43) is an insertion hole. This suspension fixing bolt (41) is used for the base of the suspension (2).
Fix (7) to the roof wall (24) of the building (23).
【0053】◎ 本発明の他の実施形態として、上記実
施形態1の構成において、その一部を次の各項のように
変更することが考えられる。As another embodiment of the present invention, it is conceivable that a part of the configuration of the first embodiment is changed as in the following items.
【0054】○ 実施形態2. 請求項2. 図6参
照.
図6は本発明の実施形態2を示す、要部の縦断正面図で
ある。前記キャップ(3)の天板(9)と左右の各側板(10)
との間に、曲率半径の大きな各大径円弧凸条(20)を介在
させる。この大径円弧凸条(20)は天板(9)に対する両側
板(10)の開閉揺動方向の最大弾性変形寸法を拡大するよ
うに構成する。Second Embodiment Claim 2. See FIG. FIG. 6 is a vertical cross-sectional front view of a main part showing a second embodiment of the present invention. The top plate of the cap (3) (9) and the left and right side plates (10)
And each large-diameter circular arc ridge (20) having a large radius of curvature. The large-diameter circular arc ridges (20) are configured to expand the maximum elastic deformation dimension of the side plates (10) with respect to the top plate (9) in the opening / closing swing direction.
【0055】図中、符号(44)はアルミ合金製のキャップ
受け具である。このキャップ受け具(44)は、吊子(2)と
組となり、この吊子(2)上に載せられて、キャップ(3)
の天板(9)を受け止めることにより、キャップ(3)の組
付け時の変形を防止するものである。In the figure, reference numeral (44) is an aluminum alloy cap receiver. The cap receiving member (44) is paired with the hanger (2), and is placed on the hanger (2) to form the cap (3).
By receiving the top plate (9), the cap (3) is prevented from being deformed when assembled.
【0056】○ 実施形態3. 請求項3. 図7参
照.
図7は本発明の実施形態3を示す、要部の縦断正面図で
ある。前記キャップ(3)の左右の各スカート(12)の下端
縁(13)は、前記屋根板(1)に接当させるのに代えて、屋
根板(1)から塵埃流出用隙間(21)を空けて浮かせて位置
させる。この塵埃流出用隙間(21)の寸法は前記緩衝空間
(14)の高さの1/3以下の狭い寸法に設定する。この狭
い塵埃流出用隙間(21)を介して緩衝空間(14)を屋根板
(1)上の外部空間(22)に連通させたものである。Third Embodiment Claim 3. See FIG. FIG. 7 is a vertical cross-sectional front view of a main part showing a third embodiment of the present invention. The lower end edges (13) of the left and right skirts (12) of the cap (3) are provided with a dust outflow gap (21) from the roof plate (1) instead of being brought into contact with the roof plate (1). Position it so that it is empty and floating. The size of the dust outflow gap (21) is the same as the buffer space.
Set a narrow size of 1/3 or less of the height of (14). Through the narrow gap (21) for dust outflow, the buffer space (14) is placed on the roof plate.
(1) It is connected to the external space (22) above.
【0057】○ 実施形態4. 請求項2・3. 図8
参照.
図8は本発明の実施形態4を示す、要部の縦断正面図で
ある。この実施形態4は、図7で示す上記実施形態3に
おいて、図6に示す上記実施形態2中の大径円弧凸条(2
0)とキャップ受け具(44)とを追加したものである。Fourth Embodiment Claims 2 and 3. Figure 8
reference. FIG. 8 is a vertical sectional front view of a main part, showing a fourth embodiment of the present invention. The fourth embodiment is different from the third embodiment shown in FIG. 7 in that in the second embodiment shown in FIG.
0) and a cap receiver (44) are added.
【図1】図1−図5は本発明の縦葺き型金属屋根板同士
間の連結構造の実施形態1を示す。図1は要部取出し斜
視図である。1 to 5 show a first embodiment of a connecting structure between vertically-roofing type metal roof plates of the present invention. FIG. 1 is a perspective view of a main part taken out.
【図2】要部の縦断正面図。FIG. 2 is a vertical sectional front view of a main part.
【図3】図2のIII−III線断面矢視図。FIG. 3 is a sectional view taken along the line III-III of FIG.
【図4】図2の分解正面図。4 is an exploded front view of FIG.
【図5】建物の屋根壁に金属板製屋根板を取り付けてい
く途中の一部の斜視図。FIG. 5 is a perspective view of a part of the process of attaching the metal roof plate to the roof wall of the building.
【図6】本発明の実施形態2を示す、要部の縦断正面
図。FIG. 6 is a vertical cross-sectional front view of essential parts showing a second embodiment of the present invention.
【図7】本発明の実施形態3を示す、要部の縦断正面
図。FIG. 7 is a vertical cross-sectional front view of essential parts showing a third embodiment of the present invention.
【図8】本発明の実施形態4を示す、要部の縦断正面
図。FIG. 8 is a vertical cross-sectional front view of essential parts showing a fourth embodiment of the present invention.
【図9】従来技術1を示す、要部の縦断正面図。FIG. 9 is a vertical cross-sectional front view of a main part, showing the related art 1.
【図10】従来技術2を示す、要部の縦断正面図。FIG. 10 is a vertical cross-sectional front view of a main part, showing a related art 2.
1…金属板製の屋根板. 2…吊子. 3…キャップ.
4…立上り連結縁.5…被係留部. 6…遮水凸条.
7…ベース部. 8…係留部. 9…天板. 10…
側板. 11…遮水凹条. 12…スカート. 13…
下端縁. 14…緩衝空間. 18…抜止め条. 19
…被抜止め条. 20…大径円弧凸条. 21…塵埃流
出用隙間. 22…外部空間. 23…建物. 24…
屋根壁。1 ... Roof plate made of metal plate. 2 ... suspension. 3 ... Cap.
4 ... rising connection edge. 5 ... Moored part. 6 ... Water-blocking ridges.
7 ... Base part. 8 ... Mooring department. 9 ... Top plate. 10 ...
Side plate. 11 ... Recessed ridge. 12 ... skirt. 13 ...
Bottom edge. 14 ... Buffer space. 18 ... Retaining strip. 19
… Strips to prevent removal. 20 ... Large-diameter arc ridge. 21 ... Gap for dust outflow. 22 ... External space. 23 ... Building. 24 ...
Roof wall.
Claims (3)
キャップ(3)とを備え、 屋根板(1)には、その左右の各側縁を折り上げて左右の
各立上り連結縁(4)を形成し、この立上り連結縁(4)の
一部に被係留部(5)を形成し、この立上り連結縁(4)の
中間高さ部に遮水凸条(6)を屋根板(1)側へ膨曲させて
形成し、 吊子(2)には、建物(23)の屋根壁(24)へ固定されるベー
ス部(7)と、左右一対の係留部(8)とを形成し、 キャップ(3)には、その天板(9)の左右両側縁から左右
一対の各側板(10)を折り下げて形成し、この左右の各側
板(10)に内向きの遮水凹条(11)を横外向きに膨曲させ、 吊子(2)の左右の各横外側部に左右の両屋根板(1)
(1)の各立上り連結縁(4)を配置し、各立上り連結縁
(4)の被係留部(5)を吊子(2)の左右の各係留部(8)で
上から受け止めるように構成し、 吊子(2)および左右の両立上り連結縁(4)に亘ってキャ
ップ(3)を上から被せつけて、両立上り連結縁(4)の各
遮水凸条(6)にキャップ(3)の左右の各遮水凹条(11)を
外嵌させて密着接当させ、 て構成した縦葺き型金属屋根板同士間の連結構造におい
て、 キャップ(3)の左右の各側板(10)の各遮水凹条(11)から
各スカート(12)を横外側下方位置にまで延出させて、ス
カート(12)の下端縁(13)を屋根板(1)に接当させ、この
スカート(12)と屋根板(1)と立上り連結縁(4)とで取り
囲まれた内部に広い緩衝空間(14)を形成して構成し、 前記吊子(2)の上半部に左右一対の抜止め条(18)を形成
し、この抜止め条(18)は係留部(8)から横外下向きに連
出し、前記キャップ(3)の左右一対の各側板(10)におい
て、遮水凹条(11)の上部で各被抜止め条(19)を形成し、
この各被抜止め条(19)を各抜止め条(18)に上向きに抜止
め接当させて構成した、 ことを特徴とする縦葺き型金属屋根板同士間の連結構
造。1. A roof plate (1) made of a metal plate, a suspension (2),
The roof plate (1) is provided with a cap (3), the left and right side edges of the roof plate (1) are folded up to form left and right rising connection edges (4), and a part of this rising connection edge (4) is formed. A mooring portion (5) is formed, and a water-blocking ridge (6) is formed by bulging toward the roof plate (1) side at an intermediate height portion of the rising connecting edge (4), and the suspension member (2) is formed. Has a base part (7) fixed to the roof wall (24) of the building (23) and a pair of left and right mooring parts (8), and the cap (3) has its top plate (9). The pair of left and right side plates (10) are folded down from the both left and right edges of the, and the inward water-blocking recesses (11) are inflated laterally and outwardly on the left and right side plates (10). Left and right roof panels (1) on the left and right lateral sides of (2)
Arrange each rising connecting edge (4) of (1), and each rising connecting edge
The mooring part (5) of (4) is configured to be received from above by the respective mooring parts (8) on the left and right of the hanger (2), and the hanger (2) and the left and right compatible upward connecting edges (4) are Put the cap (3) over from the top, and fit each of the water blocking ridges (11) on the left and right of the cap (3) onto the water blocking ridges (6) of the upward connecting edge (4). In the connection structure between the vertically-roofed metal roof plates configured by closely contacting each other, the skirts (12) are laterally extended from the water-impervious recesses (11) of the left and right side plates (10) of the cap (3). The lower end edge (13) of the skirt (12) is brought into contact with the roof plate (1) by extending to the outer lower position, and the skirt (12), the roof plate (1), and the rising connection edge (4). A wide cushioning space (14) is formed inside, and a pair of left and right retaining strips (18) are formed on the upper half of the suspension (2 ). From the mooring section (8) to the outside laterally downward.
Out, placed on the left and right pair of side plates (10) of the cap (3)
And form each retaining strip (19) on top of the water-blocking recessed strip (11) ,
A connecting structure between vertically-roofing type metal roof plates, characterized in that each of the retaining strips (19) is configured so that the retaining strips (18) come into contact with the retaining strips (18) in an upward direction.
士間の連結構造において、前記 キャップ(3)の天板(9)と左右の各側板(10)との間
に、曲率半径の大きな各大径円弧凸条(20)を介在させ、
この大径円弧凸条(20)は天板(9)に対する両側板(10)の
開閉揺動方向の最大弾性変形寸法を拡大するように構成
した、ことを特徴とするもの。2. The connection structure between vertically-roofed metal roof plates according to claim 1, wherein a radius of curvature is provided between the top plate (9) of the cap (3) and the left and right side plates (10). Of each large-diameter circular arc ridge (20)
This large-diameter circular arc ridge (20) is characterized in that it is configured to enlarge the maximum elastic deformation dimension of the side plates (10) with respect to the top plate (9) in the opening / closing swing direction.
屋根板同士間の連結構造において、 前記キャップ(3)の左右の各スカート(12)の下端縁(13)
は、前記屋根板(1)に接当させるのに代えて、屋根板
(1)から塵埃流出用隙間(21)を空けて浮かせて位置さ
せ、この塵埃流出用隙間(21)の寸法は前記緩衝空間(14)
の高さの1/3以下の狭い寸法に設定し、 この狭い塵埃流出用隙間(21)を介して緩衝空間(14)を屋
根板(1)上の外部空間(22)に連通させて構成した、こと
を特徴とするもの。3. The connecting structure between vertically-roofing metal roof plates according to claim 1 or 2, wherein the bottom edges (13) of the left and right skirts (12) of the cap (3).
Instead of abutting against the roof plate (1),
A dust outflow gap (21) is spaced apart from (1) and positioned so that the dust outflow gap (21) has a dimension of the buffer space (14).
The height is set to 1/3 or less of the height of the roof, and the buffer space (14) communicates with the external space (22) on the roof plate (1) through this narrow dust outflow gap (21). It is characterized by
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000183269A JP3443075B2 (en) | 2000-06-19 | 2000-06-19 | Connecting structure between vertical roofing metal shingles |
KR10-2001-0003126A KR100386889B1 (en) | 2000-06-19 | 2001-01-19 | Structure for mutually connecting metal roof boards of vertical roofing type |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000183269A JP3443075B2 (en) | 2000-06-19 | 2000-06-19 | Connecting structure between vertical roofing metal shingles |
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Publication Number | Publication Date |
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JP2002004512A JP2002004512A (en) | 2002-01-09 |
JP3443075B2 true JP3443075B2 (en) | 2003-09-02 |
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JP2000183269A Expired - Lifetime JP3443075B2 (en) | 2000-06-19 | 2000-06-19 | Connecting structure between vertical roofing metal shingles |
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KR (1) | KR100386889B1 (en) |
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KR102612245B1 (en) * | 2021-08-26 | 2023-12-08 | 한기철 | Roof sheet connecting module |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
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JPS61134463A (en) * | 1984-12-05 | 1986-06-21 | 元旦ビユーティ工業株式会社 | Vertical shingled roof |
JPS6458753A (en) * | 1987-08-29 | 1989-03-06 | Sanko Metal Ind | Fitting package |
JPH0645954B2 (en) * | 1988-02-15 | 1994-06-15 | 元旦ビユーティ工業株式会社 | Vertical roof structure |
JPH0663315B2 (en) * | 1988-03-18 | 1994-08-22 | 元旦ビユーティ工業株式会社 | Roof shingles and thatched roofs for thatched roofs |
JP3046756B2 (en) * | 1995-01-09 | 2000-05-29 | 大同鋼板株式会社 | Roof panel connection structure |
JP2816118B2 (en) * | 1995-08-22 | 1998-10-27 | 大同建材工業株式会社 | Roof panel connection structure |
JPH1061121A (en) * | 1997-07-07 | 1998-03-03 | Yodogawa Steel Works Ltd | Roof board and joining structure for roof board |
-
2000
- 2000-06-19 JP JP2000183269A patent/JP3443075B2/en not_active Expired - Lifetime
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2001
- 2001-01-19 KR KR10-2001-0003126A patent/KR100386889B1/en not_active IP Right Cessation
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KR100386889B1 (en) | 2003-06-12 |
KR20010113454A (en) | 2001-12-28 |
JP2002004512A (en) | 2002-01-09 |
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