JPH0133717Y2 - - Google Patents
Info
- Publication number
- JPH0133717Y2 JPH0133717Y2 JP4887584U JP4887584U JPH0133717Y2 JP H0133717 Y2 JPH0133717 Y2 JP H0133717Y2 JP 4887584 U JP4887584 U JP 4887584U JP 4887584 U JP4887584 U JP 4887584U JP H0133717 Y2 JPH0133717 Y2 JP H0133717Y2
- Authority
- JP
- Japan
- Prior art keywords
- gondola
- formwork
- bent
- hanging
- hole
- 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
Links
- 230000002093 peripheral effect Effects 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000009415 formwork Methods 0.000 description 14
- 238000005452 bending Methods 0.000 description 7
- 239000011120 plywood Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Description
【考案の詳細な説明】 本考案はゴンドラ吊具の取付構造に関する。[Detailed explanation of the idea] The present invention relates to a mounting structure for a gondola hanging device.
ビルデイングなどの構造物では、その構築後で
あつても、例えば、外壁補修や窓拭きなどのため
にゴンドラを吊下げるとか、あるいは、懸垂幕や
テント緊結用などに屋上が利用され、従来一般
に、第1図及び第2図に示すように、一端側に九
環01を取付けるとともに、他端側にアングル状
の曲げ部02を形成した板材03を用い、コンク
リート打設に際し、ベニヤ板などの型枠用板04
に貫通穴05を設け、その穴05に曲げ部02側
から挿通し、屋上周壁用鉄筋06…の所定のもの
に、前記曲げ部02を溶接とか番線07での結束
につて取付け、屋上周壁08より内方に前記丸環
01が突出位置されるようにしていた。 In structures such as buildings, even after construction, the rooftop is used, for example, to hang gondolas for repairing external walls or cleaning windows, or to tie down curtains and tents. As shown in Figures 1 and 2, a plate material 03 with nine rings 01 attached to one end and an angle-shaped bent part 02 formed on the other end is used to form a formwork such as a plywood board when pouring concrete. Board 04
A through hole 05 is provided in the hole 05, and the bent part 02 is inserted into the hole 05 from the side of the bent part 02, and the bent part 02 is attached to a predetermined one of the reinforcing bars 06 for the rooftop peripheral wall by welding or binding with wires 07. The round ring 01 was positioned to protrude further inward.
ところが、丸環01として強度の高いものが得
にくいこともあつて、ゴンドラ吊具としては使用
しづらく、ゴンドラを吊下げる場合には、例え
ば、クーリングタワーの鉄塔など屋上に設置され
ている適当な強度部材を利用し、前述の懸垂幕の
取付けとかテント緊結程度にしか利用されていな
いのが実情である。また、コンクリート固化後に
型枠用板04を取外す場合、丸環01が貫通穴0
5を通して抜けないために、板材03の設置箇所
に対応する型枠用板04を壊さざるを得ず、型枠
用板04が廃品となつてしまい、たとえベニヤ板
を用いるにしても、上記板材03を屋上周壁08
に沿わせて所定間隔をへだてて設ける場合、その
枚数もかなりの数にのぼり、極めて不経済であつ
た。 However, it is difficult to obtain a highly strong round ring 01, so it is difficult to use it as a gondola hanging device.When suspending a gondola, for example, it is difficult to obtain a ring 01 with a suitable strength installed on the roof of a cooling tower. The reality is that the members are only used for attaching hanging curtains and tying up tents. In addition, when removing the formwork plate 04 after the concrete hardens, the round ring 01 is the through hole 0.
5, the formwork plate 04 corresponding to the installation location of the plate material 03 has to be broken, and the formwork plate 04 becomes scrapped.Even if a plywood board is used, the plate material 03 Rooftop wall 08
If they were to be provided at predetermined intervals along the road, the number of sheets would increase to a considerable extent, which would be extremely uneconomical.
本考案は、ゴンドラを吊下げ可能な高強度のゴ
ンドラ吊具を、型枠用板を損傷させずに経済的に
取付けられるようにするものである。 The present invention enables a high-strength gondola hanger capable of suspending a gondola to be installed economically without damaging formwork plates.
本考案のゴンドラ吊具の取付構造は、上述目的
を達成するために、棒材の両端にアングル状の第
1及び第2曲げ部を形成し、前記第1曲げ部が、
下方側に突出された姿勢で露出されるように、前
記第2曲げ部を屋上周壁用鉄筋に結束して打設コ
ンクリートにより一体化してあることを特徴とす
る。 In order to achieve the above-mentioned object, the mounting structure of the gondola hanging device of the present invention forms angle-shaped first and second bent portions at both ends of the bar, and the first bent portion has the following features:
The second bent portion is tied to reinforcing bars for the roof peripheral wall and integrated with poured concrete so as to be exposed in a downwardly protruding position.
つまり、棒材を曲げ形成するだけであるから、
鋼棒などのように高強度のものを用いることがで
きるとともに、従来の丸環のような溶接部を無く
すことができ、しかも、型枠用板に棒材の径より
もやや大きい径の貫通穴を設けておくだけで、型
枠用板を棒材に沿わせながら、かつ、第2曲げ部
ではその曲げ方向に沿うように傾斜させることに
より取外せるのである。 In other words, since it is only a matter of bending and forming a bar,
It is possible to use high-strength materials such as steel rods, eliminate the need for welded parts like conventional round rings, and also allow the formwork plate to have a through hole with a diameter slightly larger than the diameter of the bar. By simply providing a hole, the formwork plate can be removed by aligning it along the bar and tilting it along the bending direction at the second bending part.
したがつて、懸垂幕の取付けやテント緊結のみ
ならず、ゴンドラの吊下げにも、他に設置されて
いる強度部材を利用すること無く、良好に活用で
きるようになつた。 Therefore, it has become possible to use it effectively not only for attaching hanging curtains and tying up tents, but also for hanging gondolas, without using any other strength members.
しかも、コンクリート打設後において、型枠用
板を何ら損傷せずに取外すことができ、その型枠
用板を繰り返して使用でき、極めて経済的であ
る。 Furthermore, after concrete is poured, the formwork plate can be removed without any damage, and the formwork plate can be used repeatedly, making it extremely economical.
以下、本考案の実施例を例示図に基いて詳述す
る。 Hereinafter, embodiments of the present invention will be described in detail with reference to illustrative drawings.
亜鉛メツキされた鋼棒1の両端夫々にアングル
状の第1曲げ部2と第2曲げ部3が形成されてゴ
ンドラ吊具4が構成されている。 An angular first bent portion 2 and a second bent portion 3 are formed at each end of a galvanized steel rod 1 to constitute a gondola hanger 4.
前記ゴンドラ吊具4を取付けるに、前記第1曲
げ部2よりも長く構成された第2曲げ部3が屋上
周壁用鉄筋としての縦筋5…と横筋6…夫々の所
定のものに番線7,7によつて取付けられ、第1
曲げ部3の先端側が下方を向く姿勢になるように
維持される。そして、型枠用板としてのベニヤ板
8と桟木9とにより構成された型枠10が所定の
位置で固定設置され、かつ、前記ゴンドラ吊具4
に対応するベニヤ板8aにおいて所定箇所に貫通
穴11が形成され、第3図に示すように、回動さ
せながら貫通穴11に第1曲げ部2が通され、貫
通穴11を介して第1曲げ部2が外方に突出され
た状態で、ベニヤ板8aが固定され、その状態で
コンクリートが打設され、その打設コンクリート
によつて一体化された状態でゴンドラ吊具4が取
付けられている。 To attach the gondola hanging tool 4, the second bent part 3, which is longer than the first bent part 2, is attached to predetermined vertical bars 5 and horizontal bars 6 as reinforcing bars for the roof peripheral wall. 7 and mounted by the first
The tip side of the bent portion 3 is maintained in a posture facing downward. Then, a formwork 10 composed of a plywood board 8 as a formwork board and a crosspiece 9 is fixedly installed at a predetermined position, and the gondola hanging tool 4
A through hole 11 is formed at a predetermined location in the plywood board 8a corresponding to the plywood board 8a, and as shown in FIG. The plywood board 8a is fixed with the portion 2 protruding outward, concrete is poured in this state, and the gondola hanger 4 is attached while being integrated by the poured concrete.
上述の型枠10…の解体において、ゴンドラ吊
具4に対応するベニヤ板8aは、第3図に示すよ
うに、上述の型枠10の取付けの場合と逆の状態
で回動され、貫通穴11を通じて第1曲げ部2か
ら取外される。 In disassembling the formwork 10 described above, the plywood board 8a corresponding to the gondola hanging tool 4 is rotated in a state opposite to the case of attaching the formwork 10 described above, as shown in FIG. It is removed from the first bending section 2 through.
前記貫通穴11は長穴に形成され、型枠10の
取付け及び取外しを容易に行えるように構成され
ている。 The through hole 11 is formed into an elongated hole, and is configured so that the formwork 10 can be easily attached and detached.
上記ゴンドラ吊具4は、屋上周壁12に所定間
隔(例えば、約3m)へだてて設けられ、ゴンド
ラ吊下げに際し、第5図及び第6図に示すよう
に、隣り合うものの第1曲げ部2,2どうしにわ
たり、ワイヤー13,13夫々の端部を連結した
単管14が取付けられるとともに番線15,15
によつてゴンドラ吊具4,4に結束され、かつ、
当て板16と桟木17をかませることにより、単
管14が第1曲げ部2,2から外れ落ちることを
より確実に防止される。前記ワイヤー13,13
夫々の他端側は、図示しないが、屋上周壁12に
取付固定された滑車などを介して作業用ゴンドラ
に連結される。 The gondola hanging tools 4 are provided on the rooftop peripheral wall 12 at a predetermined interval (for example, about 3 m), and when hanging the gondola, as shown in FIGS. 5 and 6, the first bent portions 2, 2, a single pipe 14 connecting the ends of the wires 13, 13 is attached, and the wires 15, 15 are connected to each other.
is tied to the gondola hanging devices 4, 4 by, and
By interlocking the backing plate 16 and the crosspiece 17, the single pipe 14 is more reliably prevented from coming off and falling from the first bent portions 2, 2. The wires 13, 13
Although not shown, each other end side is connected to a work gondola via a pulley or the like attached and fixed to the rooftop peripheral wall 12.
上述のゴンドラ吊下げに際し、前記当て板16
と桟木17は設けなくても良い。 When hanging the gondola described above, the abutting plate 16
It is not necessary to provide the crosspiece 17.
前記ゴンドラ吊具4としては、上述鋼棒1に代
えて高強度の剛性管の曲げ形成によつて構成して
も良く、それらをして棒材1と総称する。 The gondola hanger 4 may be constructed by bending a high-strength rigid tube instead of the steel rod 1 described above, and these are collectively referred to as the rod 1.
前記第2曲げ部3の曲げ方向としては第1曲げ
部2と同方向でも良い。また第1曲げ部2として
は、その全体が下方側に突出されれば良く、丸環
状に形成しても良い。 The second bending portion 3 may be bent in the same direction as the first bending portion 2. Further, the first bent portion 2 only needs to project downward in its entirety, and may be formed in a circular ring shape.
第1図は従来構造を示す断面図、第2図は第1
図の−線一部切欠矢視図、第3図は本考案の
実施例を示す断面図、第4図は第3図の−線
断面図、第5図はゴンドラ吊具の使用状態を示す
断面図、第6図はゴンドラ吊具の使用状態を示す
斜視図である。
1……棒材、2……第1曲げ部、3……第2曲
げ部、5,6……屋上周壁用鉄筋。
Figure 1 is a sectional view showing the conventional structure, Figure 2 is the 1st
Fig. 3 is a sectional view showing an embodiment of the present invention, Fig. 4 is a sectional view taken along the - line in Fig. 3, and Fig. 5 shows the use of the gondola hanging device. The sectional view and FIG. 6 are perspective views showing the state in which the gondola hanging tool is used. 1... Bar material, 2... First bent part, 3... Second bent part, 5, 6... Rebar for roof peripheral wall.
Claims (1)
部2,3を形成し、前記第1曲げ部2が、下方側
に突出された姿勢で露出されるように、前記第2
曲げ部3を屋上周壁用鉄筋5,6に結束して打設
コンクリートにより一体化してあるゴンドラ吊具
の取付構造。 Angle-shaped first and second bent portions 2 and 3 are formed at both ends of the bar 1, and the second
This is a gondola hanging structure in which the bent part 3 is tied to the reinforcing bars 5 and 6 for the roof peripheral wall and integrated with poured concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4887584U JPS60161239U (en) | 1984-04-02 | 1984-04-02 | Mounting structure of gondola hanging equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4887584U JPS60161239U (en) | 1984-04-02 | 1984-04-02 | Mounting structure of gondola hanging equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60161239U JPS60161239U (en) | 1985-10-26 |
JPH0133717Y2 true JPH0133717Y2 (en) | 1989-10-13 |
Family
ID=30565539
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4887584U Granted JPS60161239U (en) | 1984-04-02 | 1984-04-02 | Mounting structure of gondola hanging equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60161239U (en) |
-
1984
- 1984-04-02 JP JP4887584U patent/JPS60161239U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60161239U (en) | 1985-10-26 |
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