JPH052743Y2 - - Google Patents

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Publication number
JPH052743Y2
JPH052743Y2 JP16156887U JP16156887U JPH052743Y2 JP H052743 Y2 JPH052743 Y2 JP H052743Y2 JP 16156887 U JP16156887 U JP 16156887U JP 16156887 U JP16156887 U JP 16156887U JP H052743 Y2 JPH052743 Y2 JP H052743Y2
Authority
JP
Japan
Prior art keywords
roof
roof panel
frame
base frame
steel
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
JP16156887U
Other languages
Japanese (ja)
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JPH0167249U (en
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Filing date
Publication date
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Priority to JP16156887U priority Critical patent/JPH052743Y2/ja
Publication of JPH0167249U publication Critical patent/JPH0167249U/ja
Application granted granted Critical
Publication of JPH052743Y2 publication Critical patent/JPH052743Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、建物の構造鉄骨に対して建物内部か
ら取付け可能な鋼製下地枠と、その上面に固着さ
れた前記鋼製下地枠よりも横幅の広い金属製屋根
面材とから成る屋根パネルを構造鉄骨に取り付け
る際に使用する屋根パネル取付け用吊り治具に関
するものである。
[Detailed description of the invention] [Industrial application field] The present invention consists of a steel base frame that can be attached to the structural steel frame of a building from inside the building, and a steel base frame that is fixed to the upper surface of the base frame. This invention relates to a hanging jig for attaching a roof panel, which is used when attaching a roof panel consisting of a wide metal roof surface material to a structural steel frame.

〔従来の技術〕[Conventional technology]

金属屋根板を段葺きする場合、従来では、例え
ば、金属屋根板を、母屋や垂木、野地板等より成
る屋根下地の上面に、当該金属屋根板の後端部
(水上側端部)に形成された係止部に嵌合する吊
り子を介して取り付け、しかる後、上段の金属屋
根板を、その前端部に形成された係合部を先行し
て葺かれた下段の金属屋根板に係止部に嵌合させ
た状態で、同様な吊り子を介して屋根下地に取り
付け、以下、次々と下段から上段へと同様な工程
を繰り返すといつたように、金属屋根板を1枚ず
つ屋根下地の上面に取り付けていた。
Conventionally, when tiering metal roofing sheets, for example, the metal roofing sheets are formed on the upper surface of the roof base consisting of the purlin, rafters, roofing boards, etc., at the rear end (the end on the water side) of the metal roofing sheet. After that, the upper metal roof sheet is attached to the lower metal roof sheet that has been previously roofed with the engaging portion formed at its front end. With the metal roof plates fitted into the stoppers, attach them to the roof base using similar hangers, and then repeat the same process one after another from the bottom to the top. It was attached to the top of the base.

このため、作業能率が非常に悪く、また屋根の
勾配が緩やかであれば、屋根下地の上に乗つて、
金属屋根板の取付け作業を行うことができるが、
急勾配の場合には、屋根下地に対する金属屋根板
の取付け作業を、屋根下地に沿つて組み立てた屋
根足場から行わねばならず、金属屋根板を1枚ず
つ取り付けねばならぬことと相まつて作業性が悪
く、しかも非常に危険性の高い作業となつてい
た。
For this reason, work efficiency is very poor, and if the slope of the roof is gentle, it is difficult to climb on top of the roof base.
We can install metal roof panels, but
In the case of a steep slope, the installation work of metal roofing sheets to the roof substrate must be done from roof scaffolding assembled along the roof substrate, which, together with the fact that the metal roofing sheets must be installed one by one, reduces work efficiency. The work was very difficult and extremely dangerous.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

このような従来欠点は、段葺きされた複数枚の
金属屋根板より成る金属製屋根面材と屋根下地と
して機能する鋼製下地枠とを予め、地上で一体化
して屋根パネルを構成し、この屋根パネルを吊り
上げて建物の構造鉄骨に建物内部から取り付ける
ように構成することによつて、一掃することが可
能である。
These conventional drawbacks can be overcome by constructing a roof panel by integrating a metal roofing material made of a plurality of tiered metal roofing sheets and a steel base frame that functions as a roof base in advance on the ground. Sweeping can be accomplished by configuring the roof panels to be lifted and attached to the building's structural steel from within the building.

しかしながら、このようなパネル化された施工
方法を可能とするためには、屋根パネルを構造鉄
骨の取り付けるまで(少なくとも、ボルト・ナツ
ト等で仮止めすままで)吊り下げておき、取付け
後、屋根パネルから分離することができるように
した何等かの吊り治具が必要である。
However, in order to enable this type of panel construction method, it is necessary to suspend the roof panels (at least while temporarily securing them with bolts and nuts) until the structural steel frame is installed, and after installation, the roof panels must be Some kind of lifting jig is required that allows it to be separated from the

この吊り治具としては、例えば、屋根パネル面
内に貫通孔を設け、該貫通孔に上方から挿通した
吊りボルトの下端側に前記貫通孔よりも大きなナ
ツト部材を螺着することが、先ず、考えられるの
であるが、これによる場合は、屋根パネルの取付
け後、貫通孔の補修が必要で、この補修部分が意
匠上の欠陥になり、また屋根パネルを建物内部か
らの作業で構造鉄骨に取り付けるようにしたにも
かかわらず、補修作業を屋根上で行うことにな
り、急勾配の屋根では、かなりの危険が伴うこと
になる。
As for this hanging jig, first, for example, a through hole is provided in the surface of the roof panel, and a nut member larger than the through hole is screwed onto the lower end side of the hanging bolt inserted into the through hole from above. This is possible, but in this case, the through hole would need to be repaired after the roof panel is installed, which would result in a design defect, and the roof panel would have to be attached to the structural steel frame from inside the building. Despite this, repair work must be carried out on the roof, which can be quite dangerous on steeply pitched roofs.

そこで、本考案は、金属製屋根面材を傷付ける
ことなく屋根パネルを揚重でき、屋根上での補修
作業が不要で、屋根パネルの取付けを安全かつ容
易に行えるようにした新規かつ有用な吊り治具を
提供せんとするものである。
Therefore, the present invention is a new and useful suspension that can lift roof panels without damaging the metal roof surface material, eliminates the need for repair work on the roof, and allows roof panels to be installed safely and easily. The purpose is to provide a jig.

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

上記の目的を達成するために、本考案が講じた
技術的手段と次のとおりである。即ち、本考案に
よる屋根パネル取付け用吊り治具は、建物の構造
鉄骨に対して建物内部から取付け可能な鋼製下地
枠と、その上面に固着された前記鋼製下地枠より
も横幅の広い金属製屋根面材とから成る屋根パネ
ルを構造鉄骨に取り付ける際に使用する吊り治具
であつて、前記鋼製下地枠の横側面に対して着脱
自在な本体とその先端に前記金属製屋根面材の側
縁よりも外側方に突出するように設けられた突起
体とから成る第一部材と、左右に隣接する屋根パ
ネル同士の縦目地の幅よりも薄い板材の上端側に
吊下げ部を、下端側には前記突起体に対して係合
離脱自在な切欠き部又は貫通孔を夫々形成して成
る第二部材とを備えて成るものである。
In order to achieve the above purpose, the technical measures taken by the present invention are as follows. That is, the hanging jig for attaching roof panels according to the present invention includes a steel base frame that can be attached to the structural steel frame of a building from inside the building, and a metal base frame that is wider in width than the steel base frame that is fixed to the upper surface of the base frame. A hanging jig used when attaching a roof panel made of a metal roofing material to a structural steel frame, the main body being detachable from the side surface of the steel base frame, and the metal roofing material attached to the tip of the main body. A first member consisting of a protrusion provided to protrude outward from the side edges of the roof panel, and a hanging part on the upper end side of the plate material which is thinner than the width of the vertical joint between the left and right adjacent roof panels, A second member is provided on the lower end side, each of which has a notch or a through hole that can be engaged with and disengaged from the protrusion.

〔作用〕[Effect]

上記の構成によれば、第一部材を屋根パネルの
鋼製下地枠の横側面に取り付け、第二部材の切欠
き部又は貫通孔を第一部材の突起体に係止させ、
第二部材の吊下げ部にチエーン等を連結して、屋
根パネルをクレーン等で吊り上げる事ができる。
According to the above configuration, the first member is attached to the side surface of the steel base frame of the roof panel, the notch or through hole of the second member is engaged with the protrusion of the first member,
A chain or the like is connected to the hanging portion of the second member, and the roof panel can be lifted up by a crane or the like.

そして屋根パネルを構造鉄骨に取り付けた後、
屋根パネル下方からの作業により、前記切欠き部
又は貫通孔を突起体から外して、第二部材を隣接
する屋根パネルの縦目地から上方へ抜き取り、次
の屋根パネル揚重作業に転用し、第一部材は屋根
パネル下方からの作業により、鋼製下地枠から取
り外して、次の屋根パネルへと転用することにな
る。
Then, after attaching the roof panels to the structural steel,
By working from below the roof panel, remove the notch or through hole from the protrusion, pull out the second member upward from the vertical joint of the adjacent roof panel, and use it for the next roof panel lifting operation. One part will be removed from the steel base frame by working from below the roof panel and used for the next roof panel.

〔実施例〕〔Example〕

以下、本考案の実施例を図面に基づいて説明す
る。
Hereinafter, embodiments of the present invention will be described based on the drawings.

第1図は建物の屋根及び屋根パネルPを示す。
第2図乃至第7図は屋根パネルPの構造を示し、
第8図は屋根パネルP,P同士の連結部を示す。
第9図は屋根パネルPの取付け作業を示す概略側
面図である。第10図と第11図は本考案に係る
吊り治具を示す。第12図は第13図は屋根パネ
ルPの取付け部の構造を示す。第14図は屋根パ
ネルP,P同士の縦目地の止水構造を示し、第1
5図乃至第17図は縦樋の施工手順を示す。
FIG. 1 shows the roof of the building and the roof panel P.
Figures 2 to 7 show the structure of the roof panel P,
FIG. 8 shows the connecting portion between the roof panels P and P.
FIG. 9 is a schematic side view showing the installation work of the roof panel P. 10 and 11 show a hanging jig according to the present invention. 12 and 13 show the structure of the attachment part of the roof panel P. Figure 14 shows the water-stopping structure of the vertical joints between roof panels P and P.
Figures 5 to 17 show the downspout construction procedure.

先ず、図示の屋根パネルPについて説明する。 First, the illustrated roof panel P will be explained.

前記屋根パネルPは、矩形状の鋼製下地枠A
と、その上面に固着された当該鋼製下地枠Aより
も横幅の広い金属製屋根面材Bとを備えている。
The roof panel P is a rectangular steel base frame A.
and a metal roof panel B having a wider width than the steel base frame A fixed to the upper surface thereof.

鋼製下地枠Aは、屋根下地としての機能を果た
すもので、建物の梁等の構造鉄骨Cに対して、建
物内部からのボルト締め作業等により取付け可能
に構成されている。
The steel base frame A functions as a roof base, and is configured to be attachable to a structural steel frame C such as a beam of a building by tightening bolts from inside the building.

鋼製下地枠Aは、屋根下地として機能する十分
な剛性を有し、かつ、建物内部からの作業によつ
て構造鉄骨Cに取付け可能なものであれば、適宜
の形状、構造に設定できるが、この実施例では、
次のようにして鋼製下地枠Aを構成してある。即
ち、第2図乃至第4図に示すように、断面コ字状
を呈する前後一対の横枠1,1と左右一対の縦枠
2,2とを方形状に連結して母屋に相当する方形
枠3を形成し、該方形枠3を、左右の縦枠2,2
間に仮設した複数本のアングル材4,4と対角線
方向に張り渡したブレース5,5によつて補強す
ると共に、前記方形枠3の上面に、前後一対の鋼
製角パイプ6,6間に複数本(図面上では8本)
の鋼製角パイプ7……を架設した垂木に相当する
屋根板支持枠8を溶接等の手段により固着して前
記鋼製下地枠Aに構成してある。9a……は、縦
枠2,2と左右両端の鋼製角パイプ7,7とにわ
たつて固着された補強用アングルピース、9b…
…は、構造鉄骨Cに対する取付け金物(第12
図、第13図、第16図参照)Dをボルト連結す
るためのアングルピースである。
The steel base frame A can be set in any suitable shape and structure as long as it has sufficient rigidity to function as a roof base and can be attached to the structural steel frame C by work from inside the building. , in this example,
The steel base frame A is constructed as follows. That is, as shown in FIGS. 2 to 4, a pair of front and rear horizontal frames 1, 1 and a pair of left and right vertical frames 2, 2 each having a U-shaped cross section are connected in a rectangular shape to form a square corresponding to the main house. A frame 3 is formed, and the rectangular frame 3 is connected to the left and right vertical frames 2, 2.
It is reinforced by a plurality of angle members 4, 4 temporarily installed between them, and braces 5, 5 stretched diagonally. Multiple pieces (8 pieces on the drawing)
A roof plate support frame 8 corresponding to a rafter on which square steel pipes 7 are erected is fixed to the steel base frame A by means such as welding. 9a... is a reinforcing angle piece fixed across the vertical frames 2, 2 and the square steel pipes 7, 7 at both left and right ends, 9b...
... is the mounting hardware for structural steel frame C (12th
(See Figures 13 and 16) This is an angle piece for connecting D with bolts.

前記金属製屋根面材Bは、複数枚(図面上では
7枚)の金属屋根板10……を段葺きして構成し
たものである。
The metal roofing material B is constructed by tiering a plurality of metal roofing plates 10 (seven in the drawing).

各々の金属屋根板10は、横長矩形状の主板部
10aの前端に、下方に折れ曲がつた垂下板部1
0bとその下端から斜め下方に折り返された折返
し板部10cとから成る係合部aを形成し、後端
には、立上り部10dとその上端から前方へ折り
返された折返し板部10eとから成る水返し部b
を形成し、前記主板部10aの左右両端には、斜
め下方に折れ曲がつた左右側板部10f,10f
を設けて構成したものである。
Each metal roof plate 10 has a hanging plate part 1 bent downward at the front end of a horizontally long rectangular main plate part 10a.
0b and a folded plate part 10c folded diagonally downward from the lower end thereof, and the rear end thereof is composed of a rising part 10d and a folded plate part 10e folded forward from its upper end. Water return part b
At both left and right ends of the main plate portion 10a, there are left and right side plate portions 10f, 10f bent diagonally downward.
It is configured by providing.

そして、これらの金属屋根板10の複数枚を、
前記鋼製下地枠Aに、鋼板製の吊り子11……を
介して、かつ、水上側屋根板10の係合部aが前
記吊り子11の係止部cに嵌合し、水上側屋根板
10の左右側板部10f,10fが水下側屋根板
10の左右側板部10f,10fの上に重ね合わ
された状態に段葺きして、前記金属製面材Aを構
成してある。13は、上端部を最前端の金属屋根
板10の主板部10a裏面に溶接、接着等の手段
により固着した補強金具であり、その下端部は前
記鋼製角パイプ6に溶接、ビス止め等の手段によ
り固着されている。
Then, a plurality of these metal roof panels 10 are
The above-mentioned steel base frame A is fitted into the above-mentioned steel base frame A via the steel plate hangers 11, and the engaging portion a of the above-water side roof board 10 is fitted into the above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned above-mentioned hanger c. The left and right side plate parts 10f, 10f of the board 10 are layered in a state where they are overlapped on the left and right side plate parts 10f, 10f of the underwater roof board 10, thereby forming the metal panel A. Reference numeral 13 denotes a reinforcing metal fitting whose upper end is fixed to the back surface of the main plate part 10a of the metal roof plate 10 at the frontmost end by welding, gluing, etc., and its lower end is fixed to the steel square pipe 6 by welding, screwing, etc. It is fixed by means.

尚、主板部10aの裏面には、雨音を吸収緩和
するための樹脂製吸音板10gが貼着されている
が、これは省略してもよい。また金属屋根板10
の材質はカラーステンレスであるが、チタン等で
あつてもよい。
Although a resin sound absorbing plate 10g for absorbing and mitigating rain noise is attached to the back surface of the main plate portion 10a, this may be omitted. Also metal roof plate 10
The material is colored stainless steel, but it may also be made of titanium or the like.

前記吊り子11は主板部10aと同程度の長さ
を有するもので、第7図に示すように、鋼製下地
枠Aに溶接又はビス止め等の手段により固着され
た脚板部11aとその上端に連設された前記水返
し部bに対する嵌合用折曲板部11bと当該折曲
板部11bから前方へ連設された係止部cとを備
えている。前記折曲板部11bは、図示のとお
り、下向き開口の溝状を呈し、前記水返し部bに
上方から嵌合し得るようになつている。第7図中
の12a,12bはシール用の両面テープてあ
る。
The hanger 11 has the same length as the main plate part 10a, and as shown in FIG. It is provided with a bending plate part 11b for fitting to the water return part b which is connected to the water return part b, and a locking part c which is connected to the front from the bending plate part 11b. As shown in the figure, the bent plate part 11b has a groove shape with a downward opening, and can be fitted into the water return part b from above. 12a and 12b in FIG. 7 are double-sided tapes for sealing.

前記鋼製下地枠Aにおける水下側の横枠1に
は、その左右両端近傍部に、第6図に示すよう
に、前後方向に貫通するねじ孔1a……が形成さ
れ、各ねじ孔1aには、第3図、第6図に示すよ
うに、操作部14a付きのボルト14を後方から
ねじ込んである。そして、屋根パネルPをクレー
ン等で吊り下げた状態で、あるいは屋根パネルP
の荷重を前記構造鉄骨Cにあずけた状態で、これ
らのボルト14を建物内方から回動操作すること
により、第8図に示すように、ボルト14の先端
が、先行して施工された屋根パネルPの鋼製下地
枠Aにおける水上側横枠1に当接して、上段の屋
根パネルPを水上側に押し動かし、前記係合部a
が前記係止部cに嵌合するように構成されてい
る。
As shown in FIG. 6, the horizontal frame 1 on the underwater side of the steel base frame A is formed with screw holes 1a that penetrate in the front and back direction near both left and right ends thereof, and each screw hole 1a As shown in FIGS. 3 and 6, a bolt 14 with an operating portion 14a is screwed in from the rear. Then, with the roof panel P suspended by a crane or the like, or with the roof panel P
By rotating these bolts 14 from inside the building while applying a load to the structural steel frame C, as shown in FIG. The panel P is brought into contact with the horizontal frame 1 on the water side of the steel base frame A, and the upper roof panel P is pushed to the water side and the engaging portion a is moved.
is configured to fit into the locking portion c.

また水上側の横枠1の長手方向中央部には、第
7図、第8図に示すように、吊下げ用アイボルト
15をねじ込むためのナツト16が溶接されてい
る。
Further, as shown in FIGS. 7 and 8, a nut 16 for screwing in a hanging eye bolt 15 is welded to the longitudinal center of the horizontal frame 1 on the water side.

尚、第6図乃至第8図に示すように、前記折返
し板部10c及び係止部cには、各々、小孔d,
eが、左右方向に位置をずらして穿設されてい
る。そして、これらの小孔d,eによつて、係合
部aと係止部c間に形成される空間fを大気圧と
等しくすると共に、当該空間fに侵入した雨水を
排水するようになつている。
As shown in FIGS. 6 to 8, the folding plate portion 10c and the locking portion c have small holes d,
e are bored at different positions in the left and right direction. These small holes d and e make the space f formed between the engaging part a and the locking part c equal to atmospheric pressure, and drain rainwater that has entered the space f. ing.

第9図乃至第11図に示すEは、本考案に係る
吊り治具である。
E shown in FIGS. 9 to 11 is a hanging jig according to the present invention.

この吊り治具Eは、前記鋼製下地枠Aにおける
左右の縦枠2,2の横側面にボルト・ナツト17
……により着脱自在に取り付けられる本体18と
その先端に前記金属製屋根面材Bの側縁よりも外
側方に突出するように設けられた頭部付きの突起
体19とから成る第一部材E1と、左右に隣接す
る屋根パネル同士の縦目地の幅よりも薄い板材
(例えば、鋼製、鋼製フラツトバーなどである。)
の上端側に小孔より成る吊下げ部20を、下端部
には前記突起体19に対して係合離脱自在な略L
字状の切欠き部21を夫々形成して成る第二部材
E2とによつて構成されている。22aは前記第
二部材E2の吊下げ部20にジヤツクル23を介
して連結されたチエーン、22bは前記アイボル
ト15に連結されたチエーンであり、これらは第
1図第9図に示すようにトラバーサーFに連結さ
れている。
This hanging jig E has bolts and nuts 17 on the horizontal sides of the left and right vertical frames 2, 2 in the steel base frame A.
A first member E consisting of a main body 18 that is detachably attached to the main body 18 and a protrusion 19 with a head provided at the tip of the main body 18 so as to protrude outward from the side edge of the metal roof surface material B. 1 and a plate material that is thinner than the width of the vertical joint between adjacent roof panels on the left and right (for example, steel, steel flat bars, etc.)
A hanging portion 20 consisting of a small hole is provided on the upper end side, and a approximately L portion is provided on the lower end portion that can be freely engaged with and disengaged from the projection 19.
A second member formed with character-shaped notches 21, respectively.
It is composed of E 2 . 22a is a chain connected to the suspension part 20 of the second member E2 via a jacket 23, and 22b is a chain connected to the eye bolt 15, which are connected to the traverser as shown in FIG. 1 and FIG. Connected to F.

上記の構成によれば、次のようにして屋根パネ
ルPを構造鉄骨Cに取り付けることができる。
According to the above configuration, the roof panel P can be attached to the structural steel frame C in the following manner.

先ず、吊り治具Dの第一部材E1を屋根パネル
Pの鋼製下地枠Aにボルト・ナツト17……で取
り付け、第二部材E2の切欠き部21を突起体1
9に引つ掛けると共に、アイボルト15をナツト
16にねじ込む。
First, the first member E 1 of the hanging jig D is attached to the steel base frame A of the roof panel P with bolts and nuts 17, and the notch 21 of the second member E 2 is attached to the protrusion 1.
9 and screw the eye bolt 15 into the nut 16.

この状態で、トラバーサーFをクレーン等で吊
り上げる。尚、第9図に示すように、トラバーサ
ーFに前記チエーン22bの長さ調節を行う電動
チエーンブロツク24を設けておくことにより、
屋根パネルPの角度を屋根勾配に応じて調整する
ことができる。
In this state, lift the traverser F using a crane or the like. As shown in FIG. 9, by providing the traverser F with an electric chain block 24 for adjusting the length of the chain 22b,
The angle of the roof panel P can be adjusted according to the roof slope.

屋根パネルPを構造鉄骨Cの所定位置に吊り込
み、建物内部からの作業により、第12図、第1
3図、第16図に示すように、予め屋根パネルP
のアングルピース9bにボルト締めされた取付け
金物Dを構造鉄骨Cに溶接されているブラケツト
25にボルト26締めして、当該屋根パネルPを
構造鉄骨Cに取り付ける。
The roof panel P is suspended in a predetermined position on the structural steel frame C, and by working from inside the building, the
As shown in Figures 3 and 16, the roof panel P
The roof panel P is attached to the structural steel frame C by tightening the bolts 26 to the bracket 25 welded to the structural steel frame C to the mounting hardware D bolted to the angle piece 9b.

しかる後、当該屋根パネルPの下方からの操作
により、アイボルト15をナツト16から外すと
共に、切欠き部21を突起体19から外して第二
部材E2を縦目地から上方へ抜き取るのである。
Thereafter, by operating from below the roof panel P, the eyebolt 15 is removed from the nut 16, the cutout portion 21 is removed from the protrusion 19, and the second member E2 is pulled upwardly from the vertical joint.

第12図、第14図に示すGは、隣接する屋根
パネルP,Pの縦目地に沿つて配設された縦樋で
ある。この縦樋Gは、第14図、第15図に示す
ように、ステンレス等の金属板より成るもので、
上方に開口する溝状を呈し、その内部には、ネオ
プレンゴム等より中空のガスケツト27が接着さ
れている。そして、左右の屋根パネルP,Pにお
ける左右側板部10f,10fの下縁部を当該ガ
スケツト27に押圧させてある。また前記縦目地
には、屋根パネルP,Pの取付け完了後に、梯子
等の簡易な足場を使用して、コーキング28を施
してある。第14図中に示す29はバツクアツプ
材、30は断面略コ字状を呈する樹脂板である。
樹脂板30には多数の小孔を穿設しておいてもよ
く、網状に形成してもよい。
G shown in FIGS. 12 and 14 is a downspout arranged along the vertical joints of adjacent roof panels P, P. As shown in Figs. 14 and 15, this downpipe G is made of a metal plate such as stainless steel.
It has a groove shape that opens upward, and a hollow gasket 27 made of neoprene rubber or the like is adhered inside the groove. The lower edges of the left and right side plate portions 10f, 10f of the left and right roof panels P, P are pressed against the gasket 27. Furthermore, caulking 28 is applied to the vertical joints using a simple scaffold such as a ladder after the installation of the roof panels P, P is completed. Reference numeral 29 shown in FIG. 14 is a backup material, and 30 is a resin plate having a substantially U-shaped cross section.
The resin plate 30 may have a large number of small holes or may be formed into a net shape.

上記の止水構造によれば、コーキング28が劣
化したり、コーキング28に亀裂が入つて、コー
キング28による一次的止水作用が得られなくな
つても、浸水した雨水がコ字状樹脂板30とガス
ケツト27とによつて形成された排水路gを通つ
て速やかに排水されるようになつている。
According to the above-described water-stopping structure, even if the caulking 28 deteriorates or cracks appear in the caulking 28 and the caulking 28 cannot provide a temporary water-stopping effect, the rainwater that has flooded the U-shaped resin plate 30 The water is quickly drained through a drainage channel g formed by the gasket 27 and the gasket 27.

そしてガスケツト27による二次的に止水作用
にもかかわらず、ガスケツト27と左右側板部1
0f……,10fとの間から雨水が浸入すること
があつても、この浸入した雨水は縦樋Gを伝つて
排水され、縦樋Gによる三次的止水作用が発揮さ
れるようになつている。
Despite the secondary water-stopping effect of the gasket 27, the gasket 27 and the left and right side plates 1
Even if rainwater intrudes from between 0f... and 10f, this infiltrated rainwater is drained through the downspout G, and the downspout G exerts a tertiary water-stopping effect. There is.

前記縦樋Gの施工手順は次のとおりである。 The construction procedure for the downpipe G is as follows.

即ち、第15図に示すように、縦樋Gの下面に
は予め適当間隔おきに両端部にボルト孔31a,
31aを有する取付け板31を複数個溶接等の手
段により固着しておく。
That is, as shown in FIG. 15, bolt holes 31a are placed on both ends of the downpipe G at appropriate intervals in advance.
A plurality of mounting plates 31 having 31a are fixed together by means such as welding.

そして、屋根パネルPの取付けに先立つて、第
16図に示すように、前記縦樋Gを前記ブラケツ
ト25……の上に仮置きしておく。この場合、構
造鉄骨Cが傾斜しており、縦樋Gも傾斜した状態
に仮置きされるが、前記取付け板31……がブラ
ケツト25……に係合するため、縦樋Gの滑り落
ちが防止される。
Prior to attaching the roof panel P, the downspout G is temporarily placed on the brackets 25, as shown in FIG. In this case, the structural steel frame C is inclined, and the downpipe G is also temporarily placed in an inclined state, but since the mounting plates 31... engage with the brackets 25..., the downpipe G does not slide down. Prevented.

この状態で、屋根パネルPの吊込み、取付けを
行い、しかる後、建物内方からの作業により、第
17図に仮想線と実線で示すように、縦樋G全体
を持ち上げて、ガスケツト27を前記左右側板部
10f,10f……の下縁部に押し当て、この状
態で、取付け板31を左右の屋根パネルP,Pの
鋼製下地枠Aにおける鋼製角パイプ7,7にボル
ト32……締めするのである。樹脂板30は、第
17図に示すように、弾性復元力に抗して略コ字
状に屈曲させて縦目地に外側から押し込まれ、し
かる後に、前記コーキング28が施工されること
になる。
In this state, the roof panel P is suspended and installed, and then, by working from inside the building, the entire downspout G is lifted up and the gasket 27 is removed, as shown by the imaginary and solid lines in Fig. 17. The mounting plate 31 is pressed against the lower edges of the left and right side plate parts 10f, 10f... in this state, and the bolts 32... ...to tighten it. As shown in FIG. 17, the resin plate 30 is bent into a substantially U-shape against elastic restoring force and pushed into the vertical joint from the outside, and then the caulking 28 is applied.

尚、上記の実施例では、第二部材E2の板材に
切欠き部21を形成したが、切欠き部21の代わ
りに突起体19を係止する幅狭の孔部と突起体1
9の頭部よりも大径の孔部とから成るだるま孔の
ような貫通孔を設けて実施してもよい。
In the above embodiment, the notch 21 was formed in the plate material of the second member E2 , but instead of the notch 21, a narrow hole for locking the protrusion 19 and a protrusion 1 were formed.
It is also possible to provide a through-hole such as a pothole having a diameter larger than that of the head of No. 9.

〔考案の効果〕[Effect of idea]

本考案の吊り治具は、上述した構成よりなるか
ら、屋根パネルを構造鉄骨に取り付けた後、屋根
パネル下方からの作業により、ぜなき切欠き部又
は貫通孔を突起体から外して、第二部材を隣接す
る屋根パネルの縦目地から上方へ抜き取ることが
でき、第一部材も屋根パネルから取り外すことが
できる。
Since the hanging jig of the present invention has the above-described configuration, after the roof panel is attached to the structural steel frame, the notch or through hole is removed from the protrusion by working from below the roof panel, and the second The member can be extracted upwardly from the longitudinal joints of adjacent roof panels, and the first member can also be removed from the roof panel.

従つて、金属製屋根面材に貫通孔を設けること
なく屋根パネルを揚重でき、屋根上での補修作業
が不要で、屋根パネルの取付けを安全かつ容易に
行える効果がある。
Therefore, the roof panel can be lifted up without providing a through hole in the metal roof surface material, no repair work is required on the roof, and the roof panel can be installed safely and easily.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は屋根及び屋根パネルの説明図、第2図
は屋根パネルの鋼製下地枠の平面図、第3図は屋
根パネルの一部を破断した側面図、第4図は屋根
パネルの縦断面図、第5図は屋根パネルの要部斜
視図、第6図は屋根パネルの前端部分の縦断側面
図、第7図は屋根パネルの後端部分の縦断側面
図、第8図は屋根パネル同士の連結部の縦断側面
図、第9図は屋根パネルの取付け作業を示す概略
側面図である。第10図は本考案に係る吊り治具
の使用状態における縦断正面図、第11図は同吊
り治具の分解斜視図である。第12図は屋根パネ
ルの取付け部の構造を示す要部の縦断面図、第1
3図は第12図におけるA−A線矢視図、第14
図は屋根パネル同士の縦目地の止水構造を示す縦
断面図である。第15図乃至第17図は縦樋の施
工手順を示し、第15図は縦樋の斜視図、第16
図は縦樋を仮置きした状態における要部の縦断面
図、第17図は縦樋を隣接する屋根パネル同士の
縦目地部分に取り付けた状態における要部の縦断
面図である。 A……鋼製下地枠、B……金属製屋根面材、C
……構造鉄骨、E……吊り治具、E1……第一部
材、E2……第二部材、18……本体、19……
突起体、21……切欠き部又は貫通孔。
Figure 1 is an explanatory diagram of the roof and roof panel, Figure 2 is a plan view of the steel base frame of the roof panel, Figure 3 is a partially cutaway side view of the roof panel, and Figure 4 is a longitudinal section of the roof panel. 5 is a perspective view of the main parts of the roof panel, FIG. 6 is a vertical side view of the front end of the roof panel, FIG. 7 is a vertical side view of the rear end of the roof panel, and FIG. 8 is a side view of the roof panel. FIG. 9 is a schematic side view showing the installation work of the roof panels. FIG. 10 is a vertical sectional front view of the hanging jig according to the present invention in a state of use, and FIG. 11 is an exploded perspective view of the hanging jig. Figure 12 is a vertical cross-sectional view of the main parts showing the structure of the roof panel attachment part.
Figure 3 is a view taken along line A-A in Figure 12, and Figure 14.
The figure is a vertical cross-sectional view showing the water-stopping structure of vertical joints between roof panels. Figures 15 to 17 show the downspout construction procedure, Figure 15 is a perspective view of the downspout, and Figure 16 is a perspective view of the downspout.
The figure is a vertical cross-sectional view of the main part with the downspout temporarily placed, and FIG. 17 is a vertical cross-sectional view of the main part with the downspout attached to the vertical joint between adjacent roof panels. A...Steel base frame, B...Metal roofing material, C
... Structural steel frame, E ... Hanging jig, E 1 ... First member, E 2 ... Second member, 18 ... Main body, 19 ...
Projection, 21...notch or through hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 建物の構造鉄骨に対して建物内部から取付け可
能な鋼製下地枠と、その上面に固着された前記鋼
製下地枠よりも横幅の広い金属製屋根面材とから
成る屋根パネルを構造鉄骨に取り付ける際に使用
する吊り治具であつて、前記鋼製下地枠の横側面
に対して着脱自在な本体とその先端に前記金属製
屋根面材の側縁よりも外側方に突出するように設
けられた突起体とから成る第一部材と、左右に隣
接する屋根パネル同士の縦目地の幅よりも薄い板
材の上端側に吊下げ部を、下端側には前記突起体
に対して係合離脱自在な切欠き部又は貫通孔を
夫々形成して成る第二部材とを備えていることを
特徴とする屋根パネル取付け用吊り治具。
A roof panel consisting of a steel base frame that can be attached to the structural steel frame of a building from inside the building, and a metal roof panel with a width wider than the steel base frame fixed to the upper surface of the frame is attached to the structural steel frame. It is a hanging jig used for this purpose, and has a main body that is detachable from the side surface of the steel base frame, and a tip thereof that is provided so as to protrude outward beyond the side edge of the metal roof surface material. a first member consisting of a protrusion, a hanging part on the upper end side of a plate thinner than the width of the vertical joint between the left and right adjacent roof panels, and a hanging part on the lower end side that can be freely engaged with and detached from the protrusion. A hanging jig for attaching a roof panel, comprising: a second member formed with a cutout portion or a through hole, respectively.
JP16156887U 1987-10-22 1987-10-22 Expired - Lifetime JPH052743Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16156887U JPH052743Y2 (en) 1987-10-22 1987-10-22

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16156887U JPH052743Y2 (en) 1987-10-22 1987-10-22

Publications (2)

Publication Number Publication Date
JPH0167249U JPH0167249U (en) 1989-04-28
JPH052743Y2 true JPH052743Y2 (en) 1993-01-22

Family

ID=31444621

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16156887U Expired - Lifetime JPH052743Y2 (en) 1987-10-22 1987-10-22

Country Status (1)

Country Link
JP (1) JPH052743Y2 (en)

Also Published As

Publication number Publication date
JPH0167249U (en) 1989-04-28

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