JPH0615085Y2 - Support - Google Patents

Support

Info

Publication number
JPH0615085Y2
JPH0615085Y2 JP5662888U JP5662888U JPH0615085Y2 JP H0615085 Y2 JPH0615085 Y2 JP H0615085Y2 JP 5662888 U JP5662888 U JP 5662888U JP 5662888 U JP5662888 U JP 5662888U JP H0615085 Y2 JPH0615085 Y2 JP H0615085Y2
Authority
JP
Japan
Prior art keywords
roof
support
corrugated slate
piece
supporting
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
Application number
JP5662888U
Other languages
Japanese (ja)
Other versions
JPH01162512U (en
Inventor
良雄 古内
Original Assignee
三晃金属工業株式会社
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 三晃金属工業株式会社 filed Critical 三晃金属工業株式会社
Priority to JP5662888U priority Critical patent/JPH0615085Y2/en
Publication of JPH01162512U publication Critical patent/JPH01162512U/ja
Application granted granted Critical
Publication of JPH0615085Y2 publication Critical patent/JPH0615085Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、既設の波形スレート屋根をそのままにして、
その上から新設屋根を簡易且つ整然と葺成することがで
きる屋根の支持具に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention leaves the existing corrugated slate roof as it is,
The present invention relates to a roof support tool capable of easily and orderly forming a new roof.

〔従来の技術及びその課題〕[Conventional technology and its problems]

従来より、波形状のスレートの屋根が存在しているが、
これらが長期の使用により、老朽化したり、或いは腐食
したりして、雨水が室内に浸入するようになると、新た
な屋根に葺き替える必要が生じ、その波形スレート屋根
を撤去して新たな屋根に葺き替えしていた。
Conventionally, there is a corrugated slate roof,
If these are deteriorated or corroded due to long-term use and rainwater enters the room, it will be necessary to switch to a new roof, and the corrugated slate roof will be removed and replaced with a new roof. I was changing that.

この撤去に際しては、会社,工場等では撤去時に塵埃等
がたちこめたり、取り外した溝板等種々の部品が落下し
たり、雨天の場合には室内が漏れるため、設備品,製品
等の保護のため、テント,天幕等を敷かなければなら
ず、さらには会社,工場等の仕事又は操業を一旦中断し
なければならず、会社,工場に与える損失、損害も甚大
であった。また、体育館では、その床面は、雨に漏れる
と競技中等にスリップ事故が多発したり、或いはその床
面が反ったりして、公式競技が不可能になること等から
天幕等を敷くことは必須であった。
At the time of this removal, at the company, factory, etc., dust etc. may be trapped at the time of removal, various parts such as the removed groove plate may fall, and the room may leak in the case of rain, so protection of equipment, products, etc. , Tents, tents, etc., had to be laid, and the work or operations of the company, factory, etc. had to be interrupted once, and the loss and damage to the company, factory were enormous. Also, in the gymnasium, if the floor surface is leaked to the rain, slip accidents will frequently occur during competition, etc., or the floor surface will warp, making it impossible to officially compete. It was mandatory.

また、一般住宅においては、居住のまま葺き替え作業を
行うと、雨に降られる可能性もあって、撤去した箇所
は、その日の内に新たな屋根葺成を行わなければなら
ず、作業に一貫性がなく、面倒で作業能率が悪い欠点が
あった。
In addition, in a general house, if the roofing work is done while living, there is a possibility that it will be rained, and the removed site must be re-roofed within the same day, and the work is not consistent. There was a disadvantage that it was not easy, it was troublesome and the work efficiency was poor.

何れの場合にも、既設の波形スレート屋根の撤去に手間
と時間を要し、さらには会社,工場等の業務,作業等を
停止させるのみならず、新たな屋根に葺き替えるのに施
工日数が増加し、施工費が割高になる等の欠点があっ
た。
In either case, it takes time and time to remove the existing corrugated slate roof, and it not only stops the work and work of the company, factory, etc., but also takes days to replace it with a new roof. However, there were drawbacks such as an increase in construction costs and a higher construction cost.

このため、その既設の波形スレート屋根をそのままにし
て上に新設屋根を葺成する風潮にあるが、その支持具の
良好なものが存在しなかった。
Therefore, the existing corrugated slate roof is left as it is, and a new roof is formed on the roof, but there is no good supporting tool.

〔問題点を解決するための手段〕[Means for solving problems]

そこで考案者は、上記課題を解決すべく、鋭意,研究を
重ねた結果、その考案を、平坦状な上面部の表面側の略
中央に螺子杆を設け、上面部の裏面側に垂下片を適宜の
間隔をおいて対設し、該垂下片の下端より接合片を形成
して支持上部とし、円弧状底部の幅方向両端より立上り
側部を形成し、該立上り側部の上端より、被接合片を形
成して支持下部とし、該支持下部に対して前記支持上部
が適宜ずれて固着可能に設けた支持具としたことによ
り、既設の波形スレート屋根をそのままにして、その上
から新設屋根を整然として葺成することができ、前記課
題を解決したものである。
Therefore, as a result of earnestly researching to solve the above-mentioned problems, the inventor has found that the invention provides a screw rod approximately in the center on the front surface side of a flat upper surface portion and a hanging piece on the back surface side of the upper surface portion. Paired at appropriate intervals, a joining piece is formed from the lower end of the hanging piece to form a supporting upper part, a rising side portion is formed from both ends in the width direction of the arcuate bottom portion, and a rising side portion is formed from the upper end of the rising side portion. By forming a joining piece as a support lower part, and by using a support tool provided so that the above support upper part can be appropriately shifted and fixed to the support lower part, the existing corrugated slate roof is left as it is, and a new roof is formed from above. It is possible to form an orderly and to solve the above problems.

〔実施例〕〔Example〕

以下、本考案の実施例を第1図乃至第9図に基づいて説
明する。
An embodiment of the present invention will be described below with reference to FIGS. 1 to 9.

Aは支持上部であって、略平坦状且つ長方形又は正方形
の方形状に形成された上面部1の表面側の略中央箇所に
螺子杆2が垂直に立設されている。そして、その上面部
1の裏面側には、適宜の間隔をおいて平行に垂下片3,
3が形成され、該垂下片3,3の下端より、外向きに接
合片4,4が形成されている。その垂下片3と接合片4
とは金属板が直角に屈曲されて、一体的に形成され、そ
の屈曲箇所にはリブ5が膨出形成されることもある(第
3図参照)。
Reference numeral A is a support upper portion, and a screw rod 2 is vertically provided upright at a substantially central portion on the surface side of the upper surface portion 1 formed in a substantially flat and rectangular or square rectangular shape. Then, on the back surface side of the upper surface portion 1, the hanging pieces 3, 3 are arranged in parallel at appropriate intervals.
3 is formed, and the joining pieces 4 and 4 are formed outward from the lower ends of the hanging pieces 3 and 3. The hanging piece 3 and the joining piece 4
The metal plate may be bent at a right angle to be integrally formed, and the rib 5 may be bulged at the bent portion (see FIG. 3).

Bは支持下部であって、断面略偏平U字状の円弧状底部
6の幅方向両端より立上り側部7,7が形成され、該立
上り側部7,7の上端より、外向きに被接合片8が形成
されている。円弧状底部6と立上り側部7,7と被接合
片8,8は、金属板が屈曲されて一体的に形成されてい
る。その円弧状底部6の略中央箇所には貫孔6aが穿設
されている。
B is a support lower part, and rising side parts 7 and 7 are formed from both ends in the width direction of the arcuate bottom part 6 having a substantially flat U-shaped cross section, and the upper side of the rising side parts 7 and 7 is joined outwardly to be joined. A piece 8 is formed. The arc-shaped bottom portion 6, the rising side portions 7, 7 and the joined pieces 8, 8 are integrally formed by bending a metal plate. A through hole 6a is formed at a substantially central portion of the arc-shaped bottom portion 6.

また、立上り側部7と被接合片8との屈曲箇所にはリブ
9が膨出形成され、さらに補強板10が形成されること
もある(第4図参照)。
Further, ribs 9 may be bulged and formed on the bent portions of the rising side portion 7 and the piece 8 to be joined, and the reinforcing plate 10 may be further formed (see FIG. 4).

その支持下部Bの被接合片8に前記支持上部Aの接合片
4が当接して支持上部Aが支持下部B上に載置され(第
4図参照)、支持下部Bに対して支持上部Aが適宜ずれ
て固着可能に設けられている(第6図参照)。該固着の
具体的構成として、接合片4及び被接合片8には貫孔4
a、8aが穿設されており、支持下部B上に支持上部A
を載置したときに、貫孔4a、8aが対応するようにな
っている(第3図乃至第5図参照)。貫孔4a、8a
は、共に長孔に形成されたり、いずれか一方が長孔で他
方が丸孔である実施例も存在する。該貫孔4a、8aに
ボルト・ナット等の固着具11が設けられ、固着具11
が締められた状態において支持下部Bに対して該幅方向
に(第4図左右方向)、支持上部Aを適宜移動させ、固
着具11を締めつけることによって支持上部Aと支持下
部Bとを固着させることができる。
The joining piece 4 of the supporting upper portion A is brought into contact with the piece 8 to be joined of the supporting lower portion B, and the supporting upper portion A is placed on the supporting lower portion B (see FIG. 4). Are provided so that they can be fixed to each other by appropriately shifting (see FIG. 6). As a concrete structure of the fixing, the through-hole 4 is formed in the joining piece 4 and the joined piece 8.
a and 8a are provided, and the support upper part A is provided on the support lower part B.
The through holes 4a and 8a correspond to each other when mounted (see FIGS. 3 to 5). Through holes 4a, 8a
There are also examples in which both are formed as long holes, or one of them is a long hole and the other is a round hole. Fasteners 11 such as bolts and nuts are provided in the through holes 4a and 8a.
When the support is fastened, the support upper part A is appropriately moved in the width direction with respect to the support lower part B (left and right direction in FIG. 4), and the fixing tool 11 is tightened to fix the support upper part A and the support lower part B. be able to.

また、支持上部Aと支持下部Bとは、その接合片4と被
接合片8とを共に長手方向を一致させて当接させるもの
であるが、第5図に示すように、接合片4と被接合片8
とを直交させて当接させる実施例も存在する。上記の場
合であっても、貫孔4a、8aは常に対応するように穿
設されている。
Further, the supporting upper part A and the supporting lower part B are for abutting the joining piece 4 and the piece to be joined 8 with their longitudinal directions aligned, and as shown in FIG. Bonded piece 8
There is also an embodiment in which and are orthogonally contacted. Even in the above case, the through holes 4a and 8a are always provided so as to correspond to each other.

図中12は固着具、13は座金である。In the figure, 12 is a fixing tool and 13 is a washer.

Cは既設の波形スレート屋根であって、円弧状の谷部1
4と円弧状の山部15とが交互に連続して形成されてい
る。その波形スレート屋根Cは、複数の単位波形スレー
ト屋根板C,C,…より構成され、これらが所定間
隔に併設された母屋等の構造材16上に長手方向及び幅
方向両端にて重合して波形スレート屋根Cが葺成されて
いる。
C is an existing corrugated slate roof and has an arcuate valley 1
4 and arcuate peaks 15 are formed alternately and continuously. The corrugated slate roof C is composed of a plurality of unit corrugated slate roof plates C 1 , C 1 , ..., These are superposed at both ends in the longitudinal direction and the width direction on a structural material 16 such as a purlin provided side by side at predetermined intervals. The corrugated slate roof C is then roofed.

Dは新設屋根であって、既設の波形スレート屋根C上に
葺成されるものであり、新設屋根板D,D,…及び
キャップ材D,D,…より構成される。新設屋根板
は、主板17の幅方向両端に連結用屈曲部18,1
8が形成されており、その主板17は、新設山部17a
と新設谷部17bとが交互に連続形成されている。そし
て、隣接する新設屋根板D,Dの対向する連結用屈
曲部18,18に、キャップ材Dが嵌合され、新設屋
根Dが葺成されている。19は吊子であって、吊子本体
19aに舌片19b,19bが形成されたものである。
該舌片19bが新設屋根板Dの連結用屈曲部18に巻
着される。
D is a new roof, which is formed on the existing corrugated slate roof C, and is composed of new roof plates D 1 , D 1 , ... And cap members D 2 , D 2 ,. The new roof plate D 1 is provided with connecting bending portions 18, 1 at both widthwise ends of the main plate 17.
8 is formed, and the main plate 17 has a new mountain portion 17a.
And new troughs 17b are formed alternately and continuously. Then, the cap material D 2 is fitted to the facing connecting bent portions 18, 18 of the adjacent new roof plates D 1 , D 1 to form the new roof D. Reference numeral 19 denotes a suspension, which has tongue pieces 19b and 19b formed on the suspension body 19a.
Tongue piece 19b is deposited connecting the bent portion 18 wound in new shingle D 1.

〔作用〕[Action]

まず、既設の波形スレート屋根Cの谷部14上で、且つ
構造材16上に本考案の支持具を載置し、支持下部Bの
円弧状底部6をドリルビス等の固着具12にて固着す
る。
First, the support tool of the present invention is placed on the valley 14 of the existing corrugated slate roof C and on the structural material 16, and the arc-shaped bottom 6 of the support lower part B is fixed by a fixing tool 12 such as a drill screw. .

次いで、構造材16上にて隣接する支持具間に新設屋根
板Dを載置し,対向する連結用屈曲部18,18間に
吊子19を設けて、該吊子19を支持具の螺子杆2にナ
ット20にて固着し、舌片19b,19bを対向する連
結用屈曲部18,18に巻着し、キャップ材Dを被嵌
する。
Next, the new roofing board D 1 is placed between the adjacent support tools on the structural member 16, and the hanging members 19 are provided between the connecting bending portions 18 and 18 facing each other. secured by a nut 20 to the screw rod 2, the tongue piece 19b, 19b and wearing connecting bent sections 18 wound facing the to fitted on the cap member D 2.

〔考案の効果〕[Effect of device]

本考案においては、平坦状な上面部1の表面側の略中央
に螺子杆2を設け、上面部1の裏面側に垂下片3,3を
適宜の間隔をおいて対設し、該垂下片3,3の下端より
接合片4,4を形成して支持上部Aとし、円弧状底部6
の幅方向両端より立上り側部7,7を形成し、該立上り
側部7,7の上端より、被接合片8,8を形成した支持
下部Bとし、該支持下部Bに対して前記支持上部Aが適
宜ずれて固着可能に設けた支持具としたことにより、ま
ず第1に波形スレート屋根Cを構成する単位波形スレー
ト屋根板Cが直線状に葺成されていなくとも、新設屋
根板D,D,…を直線状に葺成することができ、第
2に波形スレート屋根C上に好適に取りつけることがで
きるし、第3に既設の波形スレート屋根Cを撤廃するこ
となくその上に新設屋根Dを葺成することができる等の
効果を奏する。
In the present invention, a screw rod 2 is provided in the substantially center of the front surface side of a flat upper surface portion 1, and hanging pieces 3, 3 are provided on the rear surface side of the upper surface portion 1 at appropriate intervals so as to face each other. Joining pieces 4 and 4 are formed from the lower ends of 3 and 3 to form a supporting upper portion A, and an arcuate bottom portion 6
The rising side portions 7 and 7 are formed from both ends in the width direction, and the upper and lower sides of the rising side portions 7 and 7 form support lower portions B on which the pieces 8 and 8 to be joined are formed. Since A is a support member provided so as to be appropriately displaced so as to be fixed, firstly, even if the unit corrugated slate roof plate C 1 that constitutes the corrugated slate roof C is not linearly formed into a new roof plate D , 1 , D 1 , ... Can be linearly laid, secondly can be suitably mounted on the corrugated slate roof C, and thirdly, on the existing corrugated slate roof C without being abolished. In addition, the new roof D can be roofed.

これらの効果について詳述すると、まず、第8図に示す
ように、下地となる既設の波形スレート屋根Cは、所定
長さで(約1.8m)、これが長手方向(例えば、軒先側か
ら棟側)に、複数が端部で重合されつつ、取りつけられ
ているが、実際には、その長手方向に対する単位波形ス
レート屋根板Cをみると、全体の芯出しのセンターは
略正確であるが、このセンター線に対して、僅か数mm乃
至2、3cmずれ、センター線に対して角度θ屈曲され、
全体としてジグザグ状に蛇行して取りつけられているこ
とが極めて多い。このようになるのは、その長手方向の
長さが僅かであることと、屋根上等の高所の現場作業に
よるためと推察される。
To describe these effects in detail, first, as shown in FIG. 8, the existing corrugated slate roof C that is the base has a predetermined length (about 1.8 m), and this is in the longitudinal direction (for example, from the eaves side to the ridge side). ), A plurality of them are attached while being superposed at the ends, but actually, when looking at the unit corrugated slate roof plate C 1 with respect to the longitudinal direction, the center of the whole centering is almost accurate, Only a few mm to a few centimeters offset from this center line, and bent by an angle θ with respect to the center line,
It is very often attached in a zigzag manner as a whole. It is presumed that this is due to the fact that the length in the longitudinal direction is small and due to the site work at a high place such as on the roof.

ところで、本考案では、支持下部Bに対して前記支持上
部Aが適宜ずれて固着可能に設けたことにより、その蛇
行していることが多い既設の波形スレート屋根Cに適宜
の箇所に、本考案の支持具を取りつけ、この支持下部B
の取付位置が、自動的に決定したとしても、その上側の
支持上部Aは適宜ずらすことができるために、その支持
具の螺子杆2,2,…位置は、第9図に示すように、長
手方向に対して真正の一直線上にすることができ、これ
によって、長手方向に長尺で直線状の新設屋根Dを極め
て整然として葺成することができる。そのずれは、第6
図に示すように、螺子杆2を中心とすると、左右側にΔ
L,ΔLだけである。
By the way, in the present invention, since the support upper portion A is provided so as to be appropriately deviated and fixed to the support lower portion B, the present invention is provided at an appropriate position on the existing corrugated slate roof C which is often meandering. Attach the support tool of this support lower part B
Even if the mounting position of is automatically determined, the upper support portion A on the upper side can be appropriately displaced, so that the screw rods 2, 2, ... Positions of the support tool are as shown in FIG. It is possible to form a straight line straight in the longitudinal direction, whereby a new linear roof D that is long and linear in the longitudinal direction can be formed extremely neatly. The gap is the sixth
As shown in the figure, with the screw rod 2 as the center, Δ
Only L and ΔL.

また、本考案の支持具の支持下部Bの下面側は円弧状底
部6として形成されているため、これを、既設の波形ス
レート屋根Cの谷部に取りつければ、その支持具の荷重
を面接触に受けることができ、波形スレート屋根Cの老
朽化が進んで、且つ波形スレート屋根Cが脆い状態にな
ったとしても、その波形スレート屋根Cを破損しにく
く、取りつけることができる利点がある。
Further, since the lower surface side of the supporting lower portion B of the supporting tool of the present invention is formed as an arcuate bottom portion 6, if this is attached to the valley portion of the existing corrugated slate roof C, the load of the supporting tool is flat. Even if the corrugated slate roof C is deteriorated due to contact, and the corrugated slate roof C becomes brittle, the corrugated slate roof C is less likely to be damaged and can be attached.

また、本考案の支持具を、既設の波形スレート屋根C上
に適宜取りつけ、これに新設屋根Dを葺成することで、
既設の波形スレート屋根Cをそのままにして補修(改
修)するため、建築物(工場,会社,体育館等)の機能
を損なうことなく施工できる利点も当然に奏する。
In addition, by appropriately mounting the support of the present invention on the existing corrugated slate roof C and forming a new roof D on it,
Since the existing corrugated slate roof C is repaired (repaired) with the corrugated slate roof C as it is, there is naturally an advantage that it can be installed without impairing the function of the building (factory, company, gymnasium, etc.).

また、その既設の波形スレート屋根Cが新しく、前記新
設屋根Dとで、新設の二重屋根を葺成する場合でも、本
考案の支持具を使用でき、前記の作用と同様な効果を奏
することは勿論である。
Further, even if the existing corrugated slate roof C is new and the new roof D is roofed with the new roof D, the support of the present invention can be used, and the same effect as the above-mentioned action can be obtained. Of course.

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

図面は本考案の実施例を示すものであって、その第1図
は本考案を使用して葺成した二重屋根の略示平面図、第
2図は第1図のII−II矢視断面図、第3図は本考案の斜
視図、第4図は本考案を断面として分解した断面図、第
5図は本考案の別の実施例の斜視図、第6図は本考案の
作用状態を示す正面図、第7図は既設の波形スレート屋
根の部分的な平面図、第8図は既設の波形スレート屋根
の一部の略示平面図、第9図は支持具を取りつけた状態
図である。 A……支持上部、1……上面部、 2……螺子杆、3……垂下片、 4……接合片、B……支持下部、 6……円弧状底部、7……立上り側部、 8……被接合片。
The drawing shows an embodiment of the present invention. FIG. 1 is a schematic plan view of a double roof constructed using the present invention, and FIG. 2 is a view taken along the line II-II of FIG. Sectional view, FIG. 3 is a perspective view of the present invention, FIG. 4 is an exploded sectional view of the present invention, FIG. 5 is a perspective view of another embodiment of the present invention, and FIG. Front view showing the state, FIG. 7 is a partial plan view of an existing corrugated slate roof, FIG. 8 is a schematic plan view of a part of the existing corrugated slate roof, and FIG. 9 is a state in which a support tool is attached. It is a figure. A ... supporting upper part, 1 ... top surface part, 2 ... screw rod, 3 ... hanging piece, 4 ... joining piece, B ... supporting lower part, 6 ... arc-shaped bottom part, 7 ... rising side part, 8 ... Piece to be joined.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】平坦状な上面部の表面側の略中央に螺子杆
を設け、上面部の裏面側に垂下片を適宜の間隔をおいて
対設し、該垂下片の下端より接合片を形成して支持上部
とし、円弧状底部の幅方向両端より立上り側部を形成
し、該立上り側部の上端より、被接合片を形成して支持
下部とし、該支持下部に対して前記支持上部が適宜ずれ
て固着可能に設けたことを特徴とした支持具。
1. A screw rod is provided substantially at the center on the front surface side of a flat upper surface portion, and hanging pieces are provided on the rear surface side of the upper surface portion at appropriate intervals, and a joining piece is attached from the lower end of the hanging piece. Forming a supporting upper part, forming a rising side part from both ends in the width direction of the arcuate bottom part, and forming a joined piece from the upper end of the rising side part to form a supporting lower part, the supporting upper part to the supporting lower part A support tool characterized in that it is provided so that it can be fixed by being properly displaced.
JP5662888U 1988-04-28 1988-04-28 Support Expired - Lifetime JPH0615085Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5662888U JPH0615085Y2 (en) 1988-04-28 1988-04-28 Support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5662888U JPH0615085Y2 (en) 1988-04-28 1988-04-28 Support

Publications (2)

Publication Number Publication Date
JPH01162512U JPH01162512U (en) 1989-11-13
JPH0615085Y2 true JPH0615085Y2 (en) 1994-04-20

Family

ID=31282499

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5662888U Expired - Lifetime JPH0615085Y2 (en) 1988-04-28 1988-04-28 Support

Country Status (1)

Country Link
JP (1) JPH0615085Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5501741B2 (en) * 2009-11-18 2014-05-28 株式会社エス・アイ・イー Roof structure for greening on square wave roof and its construction method

Also Published As

Publication number Publication date
JPH01162512U (en) 1989-11-13

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