JP3492940B2 - Elevating hanging frame - Google Patents

Elevating hanging frame

Info

Publication number
JP3492940B2
JP3492940B2 JP15591899A JP15591899A JP3492940B2 JP 3492940 B2 JP3492940 B2 JP 3492940B2 JP 15591899 A JP15591899 A JP 15591899A JP 15591899 A JP15591899 A JP 15591899A JP 3492940 B2 JP3492940 B2 JP 3492940B2
Authority
JP
Japan
Prior art keywords
pillar
connecting member
tower
frame
members
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 - Fee Related
Application number
JP15591899A
Other languages
Japanese (ja)
Other versions
JP2000345696A (en
Inventor
一博 斉藤
敏治 大嶋
敏之 兼澤
裕士 黒川
哲司 小池
貴之 石井
弘 山田
貴志 島貫
Original Assignee
株式会社巴技研
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 株式会社巴技研 filed Critical 株式会社巴技研
Priority to JP15591899A priority Critical patent/JP3492940B2/en
Publication of JP2000345696A publication Critical patent/JP2000345696A/en
Application granted granted Critical
Publication of JP3492940B2 publication Critical patent/JP3492940B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/24Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/24Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
    • E04G3/243Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the outside contour of a building

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、塔の外側に沿って
昇降可能な吊りフレームに係り、特に塔を囲むように伸
縮自在に構成されたフレームを塔の外側に沿って昇降可
能に設けられた吊りフレームに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a suspension frame that can be lifted and lowered along the outside of a tower, and in particular, a frame that is configured to extend and retract so as to surround the tower is provided so as to be lifted and lowered along the outside of the tower. It is about hanging frames.

【0002】[0002]

【従来の技術】鉄塔等の高い構造物は、塗装、補修等を
行う場合、塗料が周囲に飛び散らないように、また作業
の安全性を考慮して、作業足場、防護ネットを取り付け
てそれらの作業を行っている。例えば図12に示すよう
に鉄塔(20)の周に基部から枠(40)、足場や階段
(41)を設け、鉄塔(20)を全体を囲むように防護
ネット(42)を取り付けて塗装等の作業を行ってい
た。また、ビル等の高い構造物の点検、保守作業に吊り
足場が用いられている。
2. Description of the Related Art When painting or repairing tall structures such as steel towers, work scaffolds and protective nets must be installed to prevent paint from splashing around and to ensure work safety. I'm working. For example, as shown in FIG. 12, a frame (40), scaffolding and stairs (41) are provided around the steel tower (20) from the base, and a protective net (42) is attached so as to surround the steel tower (20) as a whole. Was working. In addition, suspension scaffolds are used for inspection and maintenance work of tall structures such as buildings.

【0003】[0003]

【発明が解決しようとする課題】しかし、従来の図12
に示すような鉄塔(20)の全体を防護ネット(42)
で囲むものは、その取り付け作業に時間と労力を要し、
コストがかかるという問題があった。ビル等の高い構造
物の窓拭き等の作業にはゴンドラ(吊り足場)が用いら
れているが、これは鉄塔の周りを囲むようなものではな
く、また鉄塔のように勾配を持っているものの周りを囲
み、勾配を持っているところのすべての位置で、所定の
間隔を取りながら昇降させることは困難であった。
However, the conventional method shown in FIG.
The whole of the steel tower (20) as shown in Fig.
The ones enclosed in are time-consuming and labor-consuming for their installation work,
There was a problem that it was costly. Gondolas (suspension scaffolds) are used for window cleaning of tall structures such as buildings, but this is not something that surrounds the tower, but it also has a slope like a tower. It was difficult to move up and down at a predetermined interval at all positions surrounding the circumference and having a slope.

【0004】[0004]

【課題を解決するための手段】本発明は、塔の外側に沿
って昇降可能な吊りフレームにおいて、フレームは、塔
の外側に位置する車輪を設けた柱部材と前記各柱部材の
間を連結する第1連結部材及び第2連結部材により塔を
囲むように構成されたものであり、柱部材の間を連結す
る第1連結部材は、一端を柱部材の下端部に回動可能
に、その他端を隣に配置されている柱部材の上端部にス
ライド可能に設けた2本の第1連結部材を交叉させて伸
縮自在に連結しているものであり、柱部材の間を連結す
る第2連結部材は、一端を柱部材の上端部に回動可能
に、その他端を隣に配置されている柱部材の下端部にス
ライド可能にに設けた2本の第2連結部材を交叉させて
伸縮自在に連結しているものであり、第1連結部材のス
ライド可能に連結されている一端にワイヤを取付けてい
るものであり、ワイヤを吊持して塔に前記車輪を押し付
けるようにしていることを特徴とする塔の外側に沿って
昇降可能な吊りフレームである。
According to the present invention, in a suspension frame which can be raised and lowered along the outside of a tower, the frame connects between the pillar member provided with wheels located outside the tower and each of the pillar members. The first connecting member for connecting the pillar members is configured to surround the tower by the first connecting member and the second connecting member, and one end of the first connecting member is rotatably attached to the lower end of the pillar member. Two first connecting members slidably provided on the upper ends of the column members arranged next to each other are connected to each other so as to be able to extend and contract, and the second connecting members connect the column members. The connecting member extends and contracts by crossing two second connecting members, one end of which is rotatable to the upper end of the pillar member and the other end of which is slidably provided on the lower end of the adjacent pillar member. The first connecting member is slidably connected. Are those that secure the wire to one end are a hanging frame elevatable along the outside of the tower, characterized by that the wire pressed against the wheels to the column and suspended.

【0005】また、本発明は、塔の外側に沿って昇降可
能な吊りフレームにおいて、フレームは、塔の外側に位
置する車輪を設けた柱部材と前記各柱部材の間を連結す
る第1連結部材及び第2連結部材により塔を囲むように
構成されたものであり、柱部材の間を連結する第1連結
部材は、一端を柱部材の下端部に回動可能に、その他端
を隣に配置されている柱部材の上端部にスライド可能に
設けた2本の第1連結部材を交叉させて伸縮自在に連結
しているものであり、柱部材の間を連結する第2連結部
材は、一端を柱部材の上端部に回動可能に、その他端を
隣に配置されている柱部材の下端部にスライド可能にに
設けた2本の第2連結部材を交叉させて伸縮自在に連結
しているものであり、第1連結部材及び/又は第2連結
部材のスライド可能に連結されている一端にバネを取り
付けているものであり、バネで塔に前記車輪を押し付け
るようにしていることを特徴とする塔の外側に沿って昇
降可能な吊りフレームである。また、本発明の吊りフレ
ームは、塔を囲むように防護ネットが取付けられている
ものである。さらに、本発明の吊りフレームは、作業足
場が取付けられているものである。
Further, according to the present invention, in a hanging frame which can be lifted and lowered along the outside of a tower, the frame is a first connecting member for connecting between a pillar member provided on the outside of the tower and each pillar member. The first connecting member for connecting between the pillar members is configured so as to surround the tower by the member and the second connecting member, and one end of the first connecting member is rotatable with respect to the lower end portion of the pillar member and the other end is adjacent to the other. The two first connecting members slidably provided on the upper ends of the arranged column members are connected so as to be able to extend and contract, and the second connecting members connecting between the column members are: Two second connecting members, which are slidably provided at one end rotatably to the upper end of the pillar member and at the other end slidably at the lower end of the adjacently disposed pillar member, are crossed and extendably connected. The first connecting member and / or the second connecting member can slide. Are those that attach the spring on one end that is connected to a vertically movable lifting frame along the outside of the tower, characterized in that so that pressing the wheel to the column by a spring. The suspension frame of the present invention has a protective net attached to surround the tower. Further, the suspension frame of the present invention has a work scaffold attached thereto.

【0006】[0006]

【作用】本発明の車輪を設けた柱部材と各柱部材の間を
連結する第1連結部材と第2連結部材により塔を囲むよ
うに構成された吊りフレームは、柱部材の間を連結する
第1連結部材は一端を柱部材に回動可能に、その他端を
隣に配置されている柱部材にスライド可能に設けられた
2本を交叉させて伸縮自在に連結し、また柱部材の間を
連結する第2連結部材も一端を柱部材に回動可能に、そ
の他端を隣に配置されている柱部材にスライド可能に設
けられた2本を交叉させて伸縮自在に連結し、第1連結
部材のスライド可能に連結されている一端にワイヤを取
付けて、ワイヤを吊持して塔に前記車輪を押し付けるよ
うにしているものである。あるいは第1連結部材及び/
又は第2連結部材のスライド可能に連結されている一端
にバネを取り付けてバネで塔に前記車輪を押し付けるよ
うにしているものである。このように第1連結部材に吊
持ワイヤを取付けて、あるいは第1連結部材及び/又は
第2連結部材の端部にバネを取り付けて、塔に車輪を押
し付けるようにして、吊りフレームが塔の外側に一定の
間隔を保って昇降することができるものである。
According to the present invention, the column member provided with the wheels and the suspension frame configured to surround the tower by the first connecting member and the second connecting member connecting between the column members connect between the column members. One end of the first connecting member is rotatably connected to the pillar member, and the other end of the first connecting member is slidably connected to the adjacent pillar member so as to extend and contract. The second connecting member for connecting the two is also rotatably connected by crossing two slidably provided one ends of the second connecting member to the pillar member and the other end of the second connecting member so as to be slidable. A wire is attached to one end of the connecting member that is slidably connected, and the wire is hung to press the wheel against the tower. Alternatively, the first connecting member and / or
Alternatively, a spring is attached to one end of the second connecting member that is slidably connected, and the wheel is pressed against the tower by the spring. In this way, the suspension wire is attached to the first connecting member, or the spring is attached to the end portion of the first connecting member and / or the second connecting member so that the wheels are pressed against the tower so that the suspension frame is It is possible to move up and down while keeping a constant space outside.

【0007】[0007]

【発明の実施の形態】本発明の吊りフレームは、高い構
造物である塔等の外側に一定の間隔を保って昇降するこ
とができるものであり、具体的には、鉄塔の主柱のそれ
ぞれの外側に接する車輪を設けた柱部材と、柱部材の間
を第1連結部材を交叉させ伸縮自在に連結し、また他の
柱部材の間を第2連結部材を交叉させ伸縮自在に連結
し、鉄塔を囲むように構成されているもので、鉄塔の主
柱に車輪を押し付けるようにしている。これによりフレ
ームをワイヤで吊持して塔の外側に一定の間隔を保って
上昇、下降、あるいは停止させることができるものであ
る。
BEST MODE FOR CARRYING OUT THE INVENTION The suspension frame of the present invention can be elevated and lowered outside a tower or the like, which is a high structure, at a constant interval, and specifically, each of the main columns of a steel tower. And a pillar member provided with a wheel in contact with the outside of the pillar member, and the pillar member are connected to each other by expanding and contracting the first connecting member, and the other connecting members are expanded and contracted to each other by connecting a second connecting member. , It is configured to surround the steel tower, so that the wheels are pressed against the main pillar of the steel tower. As a result, the frame can be suspended by wires and raised, lowered, or stopped outside the tower at a constant interval.

【0008】本発明の吊りフレームは、防護ネットを取
付けて塗料が周囲に飛び散らないようにして塗装に用い
るものである。また、フレームに作業足場、例えば足板
や手摺りを取付け鉄塔の塗装、補修等の作業に用いるも
のである。例えば、鉄塔は、その主柱の間隔が基部は広
く、上部が狭くなており、上になるほど細くなっている
が、このような場合でも鉄塔の主柱に車輪を押し付ける
ようになっているので鉄塔の外側に一定の間隔を保こと
ができ、鉄塔等の高い構造物で、塗装、補修等の作業を
安全に、かつ効率的に行うことができる。また、本発明
のフレームは、柱部材と第1連結部材と第2連結部材で
構成されているもので、各柱部材にスライド可能に連結
されている第1連結部材と第2連結部材を抜き離して、
柱部材とそれに回動可能に設けれた2つの連結部材に分
解できるもので搬送が容易なものであり、また容易に組
み立てることができるものである。
The hanging frame of the present invention is used for painting by attaching a protective net to prevent the paint from scattering around. Further, a work scaffolding such as footboards and handrails is attached to the frame and used for work such as painting and repairing a steel tower. For example, in a steel tower, the distance between the main pillars is wide at the base and narrow at the upper part, and becomes narrower toward the top, but even in such a case, the wheels are pressed against the main pillar of the tower. It is possible to maintain a constant interval outside the steel tower, and it is possible to perform work such as painting and repair safely and efficiently with a high structure such as a steel tower. Further, the frame of the present invention is composed of a pillar member, a first connecting member, and a second connecting member, and the first connecting member and the second connecting member which are slidably connected to the respective pillar members are removed. leave,
It can be disassembled into a pillar member and two connecting members rotatably provided on the pillar member, so that it can be easily transported and can be easily assembled.

【0009】[0009]

【実施例1】本発明の第1の実施例について図1〜図8
を参照して説明する。まず、吊りフレームを図1〜図4
に示す。図1は第1実施例の吊りフレームの斜視図、図
2は図1の吊りフレームの平面図、図3は図1の吊りフ
レームの矢印A方向からみた側面図、図4は図1の吊り
フレームの矢印B方向からみた側面図である。図1、図
2に示すように、フレーム(1)は、4本の柱部材(2
a)(2b)(2c)(2d)と、第1連結部材(3
a)(3b)(3c)(3d)及び第2連結部材(4
a)(4b)(4c)(4d)により構成されている。
フレーム(1)の柱部材(2a)は、鉄塔の主柱(21
a)の外側に位置し、また柱部材(2b)は主柱(21
b)の外側、柱部材(2c)は主柱(21c)の外側、
柱部材(2d)は主柱(21d)の外側に位置し、車輪
(7)でフレーム(1)が鉄塔の外側を昇降するもので
ある。車輪(7)は柱部材(2a)(2b)(2c)
(2d)の支持部材(6)に設けられている。この車輪
(7)は、鉄塔主柱の隅に対応する溝、例えばV溝の車
輪にすることが好ましい。また車輪(7)は鉄塔主柱の
重ね合わされた接合部でも円滑に昇降できるような直径
のものを用いることが好ましい。
[Embodiment 1] A first embodiment of the present invention will be described with reference to FIGS.
Will be described with reference to. First, the suspension frame is shown in FIGS.
Shown in. 1 is a perspective view of the suspension frame of the first embodiment, FIG. 2 is a plan view of the suspension frame of FIG. 1, FIG. 3 is a side view of the suspension frame of FIG. 1 viewed from the direction of arrow A, and FIG. It is the side view seen from the arrow B direction of the frame. As shown in FIGS. 1 and 2, the frame (1) includes four pillar members (2
a) (2b) (2c) (2d) and the first connecting member (3
a) (3b) (3c) (3d) and the second connecting member (4
a) (4b) (4c) (4d).
The pillar member (2a) of the frame (1) is the main pillar (21) of the steel tower.
a) located outside of a), and the pillar member (2b) is a main pillar (21).
outside of b), the pillar member (2c) is outside of the main pillar (21c),
The pillar member (2d) is located outside the main pillar (21d), and the wheel (7) causes the frame (1) to move up and down outside the tower. Wheels (7) are pillar members (2a) (2b) (2c)
It is provided on the support member (6) of (2d). This wheel (7) is preferably a groove corresponding to the corner of the main pillar of the steel tower, for example, a V groove wheel. Further, it is preferable to use the wheel (7) having a diameter that enables smooth lifting up and down even at the joined portion where the main columns of the steel tower are superposed.

【0010】フレーム(1)の柱部材と第1連結部材に
ついて示す。図1、図2、図3で柱部材(2a)と柱部
材(2b)の連結を説明する。柱部材(2a)と柱部材
(2b)は、第1連結部材(3a)と(3b)を交叉さ
せて連結されている。第1連結部材(3a)は、柱部材
(2a)の下端部に軸(8a)で回動可能に設けられ、
隣に配置されている柱部材(2b)の上端部のスライド
部材(11b)にスライド可能に連結されている。また
第1連結部材(3b)は、柱部材(2b)の下端部に軸
(8b)で回動可能に設けられ、隣に配置されている柱
部材(2a)の上端部のスライド部材(11a)にスラ
イド可能に連結されている。スライド部材(11a)
は、柱部材(2a)の上端部に軸(10a)で回動可能
に設けられ、またスライド部材(11b)は、柱部材
(2b)の上端部に軸(10b)で回動可能に設けられ
ている。
The column member of the frame (1) and the first connecting member will be described. The connection between the pillar member (2a) and the pillar member (2b) will be described with reference to FIGS. 1, 2, and 3. The pillar member (2a) and the pillar member (2b) are connected by crossing the first connecting members (3a) and (3b). The first connecting member (3a) is rotatably provided on the lower end of the pillar member (2a) by the shaft (8a),
It is slidably connected to the slide member (11b) at the upper end of the pillar member (2b) arranged next to it. The first connecting member (3b) is rotatably provided on the lower end of the pillar member (2b) by the shaft (8b), and the slide member (11a) on the upper end of the adjacent pillar member (2a). ) Is slidably connected to. Slide member (11a)
Is rotatably provided on the upper end of the pillar member (2a) by the shaft (10a), and the slide member (11b) is rotatably provided on the upper end of the pillar member (2b) by the shaft (10b). Has been.

【0011】また、柱部材(2c)と柱部材(2d)
は、第1連結部材(3c)と(3d)を交叉させて連結
されている。第1連結部材(3c)は、柱部材(2c)
の下端部に軸で回動可能に設けられ、隣に配置されてい
る柱部材(2d)の上端部のスライド部材にスライド可
能に連結され、第1連結部材(3d)は、柱部材(2
d)の下端部に軸で回動可能に設けられ、隣に配置され
ている柱部材(2c)の上端部のスライド部材にスライ
ド可能に連結されている。このように、連結されている
柱部材(2a)(2b)と、対向している柱部材(2
c)(2d)は、同じ構造でのものであり、柱部材を交
叉して連結している連結部材により伸縮自在に構成され
ている。
The pillar member (2c) and the pillar member (2d)
Are connected by crossing the first connecting members (3c) and (3d). The first connecting member (3c) is a pillar member (2c).
Is rotatably provided on the lower end portion of the column member and slidably coupled to a slide member on the upper end portion of the column member (2d) disposed next to the first columnar member (2d).
It is rotatably provided at the lower end of d) and is slidably connected to a slide member at the upper end of a column member (2c) arranged next to it. In this way, the connected column members (2a) and (2b) and the opposed column members (2a)
c) and (2d) have the same structure, and are configured to be expandable and contractable by a connecting member which connects and connects the pillar members.

【0012】次ぎに、図1、図2、図4で柱部材(2
b)と柱部材(2c)の連結を説明する。柱部材(2
b)と柱部材(2c)は、第2連結部材(4b)と(4
c)を交叉させて連結されている。第2連結部材(4
b)は、柱部材(2b)の上端部に軸(9b)で回動可
能に設けられ、隣に配置されている柱部材(2c)の下
端部のスライド部材(13c)にスライド可能に連結さ
れている。第2連結部材(4c)は、柱部材(2c)の
上端部に軸(9c)で回動可能に設けられ、隣に配置さ
れている柱部材(2b)の下端部のスライド部材(13
b)にスライド可能に連結されている。スライド部材
(13b)は柱部材(2b)の下端部に軸(12b)で
回動可能に設けられ、またスライド部材(13c)は、
柱部材(2c)の下端部に軸(12c)で回動可能に設
けられている。
Next, referring to FIGS. 1, 2 and 4, the pillar member (2
The connection between b) and the pillar member (2c) will be described. Pillar member (2
b) and the pillar member (2c) are the second connecting member (4b) and (4).
It is connected by crossing c). Second connecting member (4
b) is rotatably provided on the upper end of the pillar member (2b) by a shaft (9b), and slidably connected to a slide member (13c) at the lower end of the pillar member (2c) arranged next to the pillar member (2b). Has been done. The second connecting member (4c) is rotatably provided on the upper end of the pillar member (2c) by the shaft (9c), and the slide member (13) on the lower end of the adjacent pillar member (2b).
It is slidably connected to b). The slide member (13b) is rotatably provided on the lower end of the pillar member (2b) by a shaft (12b), and the slide member (13c) is
The column member (2c) is rotatably provided on the lower end of the column member (2c) by a shaft (12c).

【0013】また、柱部材(2d)と柱部材(2a)
も、第2連結部材(4d)と(4a)を交叉させて連結
されている。第2連結部材(4d)は、柱部材(2d)
の上端部に軸で回動可能に設けられ、隣に配置されてい
る柱部材(2a)の下端部のスライド部材にスライド可
能に連結され、第2連結部材(4a)は、柱部材(2
a)の上端部に軸で回動可能に設けられ、隣に配置され
ている柱部材(2d)の下端部のスライド部材にスライ
ド可能に連結されている。このように、連結されている
柱部材(2b)(2c)と、対向している柱部材(2
d)(2a)は、同じ構造でのものであり、柱部材を交
叉して連結しているもう1方の連結部材により伸縮自在
に構成されている。
The pillar member (2d) and the pillar member (2a)
Also, the second connecting members (4d) and (4a) are crossed and connected. The second connecting member (4d) is a pillar member (2d).
Is rotatably provided on the upper end of the column member and is slidably connected to a slide member at the lower end of the column member (2a) disposed next to the second columnar member (2a).
It is rotatably provided on the upper end of a) and is slidably connected to a slide member at the lower end of a column member (2d) arranged next to it. In this way, the column members (2b) and (2c) that are connected to each other and the column members (2 that face each other)
d) and (2a) have the same structure, and are configured to be expandable and contractable by the other connecting member that connects the pillar members by crossing them.

【0014】また、柱部材を交叉して連結している第1
連結部材(3a)と(3b)は、ガイド(5)を設け、
第1連結部材(3c)と(3d)、第2連結部材(4
c)と(4b)、第2連結部材(4d)と(4a)にも
同様にガイド(5)を設けて、それらの伸縮が円滑に行
えるようにすることが好ましい。なお、第1連結部材
(3a)〜(3d)はそれぞれ柱部材(2a)〜(2
d)の上端部にスライド可能に連結し、また第2の連結
部材(4a)〜(4d)を、それぞれ柱部材(2a)〜
(2d)の下端部にスライド可能に連結しているもので
あるが、これは第1連結部材(3a)〜(3d)、第2
連結部材(4a)〜(4d)がスライドするときに、互
いに干渉することがないので、好ましい配置である。た
だし、このような配置に限るものではない。
Further, the first column members are connected so as to cross each other.
The connecting members (3a) and (3b) are provided with a guide (5),
First connecting member (3c) and (3d), second connecting member (4
It is preferable that the guides (5) are similarly provided on the c) and (4b) and the second connecting members (4d) and (4a) so that they can be smoothly expanded and contracted. The first connecting members (3a) to (3d) are pillar members (2a) to (2), respectively.
d) is slidably connected to the upper end portion thereof, and the second connecting members (4a) to (4d) are respectively connected to the column members (2a) to (4a).
It is slidably connected to the lower end of (2d), which is the first connecting member (3a) to (3d), the second
This is a preferable arrangement because the connecting members (4a) to (4d) do not interfere with each other when sliding. However, the arrangement is not limited to this.

【0015】次に、フレームをワイヤで吊持することに
ついて、図1、図3、図4で説明する。フレーム(1)
は、ワイヤ(23)(24)に吊持されている。ワイヤ
(23)は、ワイヤ(25a)(25b)に分岐され、
ワイヤ(25a)は第1連結部材(3a)の端部(27
a)に取付けられている。ワイヤ(25b)は第1連結
部材(3b)の端部(27b)に取付けられている。ま
たワイヤ(24)は、ワイヤ(26c)(26d)に分
岐され、ワイヤ(26c)は第1連結部材(3c)の端
部(27c)に取付けられている。ワイヤ(26d)は
第1連結部材(3d)の端部(27d)に取付けられて
いる。
Next, suspension of the frame with a wire will be described with reference to FIGS. 1, 3 and 4. Frame (1)
Are suspended on wires (23) (24). The wire (23) is branched into the wires (25a) and (25b),
The wire (25a) is connected to the end portion (27) of the first connecting member (3a).
It is attached to a). The wire (25b) is attached to the end (27b) of the first connecting member (3b). The wire (24) is branched into wires (26c) and (26d), and the wire (26c) is attached to the end portion (27c) of the first connecting member (3c). The wire (26d) is attached to the end portion (27d) of the first connecting member (3d).

【0016】フレーム(1)には、防護ネット(33)
が取付けられている。図1、図3に示すように、防護ネ
ット(33)は支持ワイヤ(30)に吊具(31)で吊
られている。支持ワイヤ(30)は柱部材(2a)と柱
部材(2b)に掛け渡たされている。支持ワイヤ(3
0)には、ばね(32)が接続されており、伸縮する柱
部材(2a)と柱部材(2b)の間隔に対応して支持ワ
イヤ(30)を引っ張るようにしている。
The frame (1) has a protective net (33).
Is installed. As shown in FIGS. 1 and 3, the protective net (33) is suspended from the support wire (30) by a suspender (31). The support wire (30) is stretched over the pillar member (2a) and the pillar member (2b). Support wire (3
A spring (32) is connected to 0) so that the support wire (30) can be pulled in accordance with the distance between the expanding and contracting pillar members (2a) and (2b).

【0017】また、図1、図4に示すように、ワイヤ
(30)は柱部材(2b)と柱部材(2c)にも掛け渡
たされいるものであり、このようにフレーム(1)の4
本の柱部材(2a)(2b)(2c)(2d)の間に支
持ワイヤ(30)を掛け渡たして、鉄塔(20)を囲む
ように防護ネット(33)を取付けるものであり、例え
ば、塗装作業の際に塗料が飛散しないようにするもので
ある。また、支持ワイヤ(30)は各柱部材の上端部と
下端部に掛け渡たして、支持ワイヤ(30)は取付けら
れる防護ネット(33)が風で揺られて防護の役目を果
たさなくなることがないようにすることが好ましい。
Further, as shown in FIGS. 1 and 4, the wire (30) is also stretched over the pillar member (2b) and the pillar member (2c). Four
A supporting wire (30) is hung between the pillar members (2a) (2b) (2c) (2d) of the book, and a protective net (33) is attached so as to surround the steel tower (20). For example, the paint is prevented from scattering during the painting work. Further, the supporting wire (30) is hung over the upper end portion and the lower end portion of each pillar member, so that the protective net (33) to which the supporting wire (30) is attached is not shaken by the wind so that it does not serve the role of protection. It is preferable not to have

【0018】上記吊りフレームの作動について、図5〜
図8を参照して説明する。図5は鉄塔に取り付けられた
吊りフレームを示す正面図であり、図6は図5の側面図
である。図7、図8は吊りフレームの作動を説明する図
である。図5、図6は、下方に実線で示したフレーム
(1)と、上方に鎖線で示したフレーム(1)を図示し
たもので、下方より実線位置のフレーム(1)をワイヤ
(23)(24)を駆動して上方の鎖線位置にフレーム
(1)を鉄塔の外側に沿って上昇させるものであり、ま
た上方より鎖線位置のフレーム(1)をワイヤ(23)
(25)を駆動して下方の実線位置にフレーム(1)を
下降させるものである。また上昇、下降の際に適宜の位
置に停止させるものである。
Regarding the operation of the suspension frame, FIG.
This will be described with reference to FIG. 5 is a front view showing a suspension frame attached to a steel tower, and FIG. 6 is a side view of FIG. 7 and 8 are diagrams for explaining the operation of the suspension frame. FIGS. 5 and 6 show the frame (1) shown by a solid line below and the frame (1) shown by a chain line above, and the frame (1) at the solid line position from below is shown by the wire (23) ( 24) is driven to raise the frame (1) to the upper chain line position along the outside of the tower, and the frame (1) located above the chain line position is connected to the wire (23).
(25) is driven to lower the frame (1) to the lower solid line position. Further, it is stopped at an appropriate position when rising and lowering.

【0019】フレーム(1)は、図5に示すように、鉄
塔の主柱(21a)の外側に柱部材(2a)、主柱(2
1b)の外側に柱部材(2b)に位置し、この柱部材
(2a)(2b)は、交叉している第1連結部材(3
a)(3b)により伸縮自在に構成されている(詳しく
は図1、図3で説明)。また図6に示すように、鉄塔の
主柱(21b)の外側に柱部材(2b)と主柱(21
c)の外側の柱部材(2c)は、交叉している第2連結
部材(4b)(4c)により伸縮自在に構成されている
(詳しくは図1、図4で説明)。このようにフレーム
(1)は、4本の柱部材(2a)〜(2d)を第1連結
部材(3a)〜(3d)及び、第2連結部材(4a)〜
(4d)により伸縮自在に鉄塔(20)を囲むように構
成されているものであり、柱部材(2a)(2b)〜
(2d)に設けられている車輪(7)で、鉄塔(20)
の主柱(21a)〜(21d)の外側に沿って昇降する
ものである。
As shown in FIG. 5, the frame (1) has a pillar member (2a) and a main pillar (2) outside the main pillar (21a) of the steel tower.
1b) is located outside the pillar member (2b), and the pillar members (2a) and (2b) cross the first connecting member (3).
(a) and (3b) are configured to be expandable and contractible (details will be described with reference to FIGS. 1 and 3). Further, as shown in FIG. 6, the pillar member (2b) and the main pillar (21b) are provided outside the main pillar (21b) of the steel tower.
The column member (2c) on the outer side of c) is configured to be expandable and contractable by the crossing second connecting members (4b) and (4c) (details will be described with reference to FIGS. 1 and 4). As described above, the frame (1) includes four pillar members (2a) to (2d) as first connecting members (3a) to (3d) and second connecting members (4a) to (4a).
(4d) is configured to surround the steel tower (20) in a stretchable manner, and the pillar members (2a) (2b) to
Wheels (7) provided on (2d) are used for steel tower (20)
It goes up and down along the outside of the main columns (21a) to (21d).

【0020】また、図5、図6に示すように、フレーム
(1)は、第1連結部材(3a)(3b)の端部(27
a)(27b)に、ワイヤ(23)から分岐されたワイ
ヤ(25a)(25b)で繋がれ吊持され、また対向す
る第1連結部材(3c)(3d)の端部(27c)(2
7d)は、ワイヤ(24)から分岐されたワイヤ(26
c)(26d)に繋がれて吊持されている。( なお、図5には、第1連結部材(3c)(3d)につい
て示されていないが、第1連結部材(3a)(3b)と
同様のものであり、詳しくは図1に示されている。フレ
ーム(1)を吊持しているワイヤ(23)(24)は、
鉄塔の近くに設置されている駆動部、例えば手動ウイン
チにワイヤ(35)、滑車(53)、鉄塔(20)の上
部の滑車(50)(51)(52)を介して駆動される
ものである。
Further, as shown in FIGS. 5 and 6, the frame (1) has an end portion (27) of the first connecting members (3a) (3b).
a) (27b), which are connected and suspended by wires (25a) and (25b) branched from the wire (23), and opposite ends (27c) and (2c) of the first connecting members (3c) and (3d).
7d) is a wire (26) branched from the wire (24).
c) Suspended by being connected to (26d). (Although not shown in FIG. 5 about the first connecting members (3c) and (3d), it is the same as the first connecting members (3a) and (3b), and the details are shown in FIG. The wires (23) (24) that suspend the frame (1) are
A drive unit installed near the tower, for example, a manual winch driven by a wire (35), a pulley (53), and pulleys (50) (51) (52) above the tower (20). is there.

【0021】フレーム(1)は、吊持しているワイヤ
(23)(24)により鉄塔の外側に沿って昇降するも
のであるが、その作動を図7、図8に示す。図7のフレ
ーム(1)は、図5、図6に示す下方の実線位置のもの
であり、図8のフレーム(1)は、上方の鎖線位置のも
のである。図7に示すように、フレーム(1)の柱部材
(2a)と柱部材(2b)を交叉して連結している第1
連結部材(3a)(3b)は、ワイヤ(23)から分岐
されたワイヤ(25a)(25b)で繋がれ吊持されて
いる。ワイヤ(23)は駆動部に繋がれており、フレー
ム(1)の間に矢印x方向の力が働いている。これはフ
レーム(1)の自重で、またワイヤ(23)を駆動して
吊上げることによりワイヤ(23)に矢印x方向の力が
かかる。ワイヤ(23)に矢印x方向の力がかかると、
分岐されたワイヤ(25a)(25b)に繋ながれてい
る第1連結部材(3a)(3b)には矢印y方向の力が
かかる。
The frame (1) moves up and down along the outside of the steel tower by the suspended wires (23) and (24), and its operation is shown in FIGS. 7 and 8. The frame (1) in FIG. 7 is at the lower solid line position shown in FIGS. 5 and 6, and the frame (1) in FIG. 8 is at the upper chain line position. As shown in FIG. 7, the first pillar member (2a) and the pillar member (2b) of the frame (1) are crossed and connected to each other.
The connecting members (3a) and (3b) are connected and suspended by wires (25a) and (25b) branched from the wire (23). The wire (23) is connected to the drive unit, and a force in the direction of arrow x acts between the frames (1). This is due to the weight of the frame (1), and the wire (23) is driven and hoisted to apply a force to the wire (23) in the direction of arrow x. When a force is applied to the wire (23) in the direction of arrow x,
A force in the arrow y direction is applied to the first connecting members (3a) (3b) connected to the branched wires (25a) (25b).

【0022】また、第1連結部材(3a)(3b)を交
叉させて連結されている柱部材(2a)(2b)と、対
向している柱部材(2c)(2d)は同じ構造でのもの
であり、第1連結部材(3a)(3b)と同様に、第1
連結部材(3c)(3d)は、ワイヤ(24)から分岐
されたワイヤ(26c)(26d)で繋がれ吊持され、
ワイヤ(24)は駆動部に繋がれており、フレーム
(1)の間に矢印x方向の力が働いている。これはフレ
ーム(1)の自重で、またワイヤ(24)を駆動して吊
上げることによりワイヤ(24)に矢印x方向の力がか
かる。ワイヤ(24)に矢印x方向の力がかかると、分
岐されたワイヤ(26c)(26d)に繋ながれている
連結部材(3c)(3d)には矢印y方向の力がかかる
ものである。以下は、第1連結部材(3a)(3b)を
連結している柱部材(2a)(2b)について説明する
が、第1連結部材(3c)(3d)を連結している柱部
材(2c)(2d)も同様に作動するものである。
In addition, the pillar members (2a) and (2b) connected by crossing the first connecting members (3a) and (3b) and the facing pillar members (2c) and (2d) have the same structure. The first connecting member (3a) (3b), like the first
The connecting members (3c) and (3d) are connected and suspended by wires (26c) and (26d) branched from the wire (24),
The wire (24) is connected to the drive unit, and a force in the direction of arrow x acts between the frames (1). This is due to the weight of the frame (1), and the wire (24) is driven and lifted to apply a force in the direction of the arrow x to the wire (24). When a force in the arrow x direction is applied to the wire (24), a force in the arrow y direction is applied to the connecting members (3c) (3d) connected to the branched wires (26c) (26d). The pillar members (2a) and (2b) connecting the first connecting members (3a) and (3b) will be described below. The pillar members (2c) connecting the first connecting members (3c) and (3d) will be described below. ) (2d) operates similarly.

【0023】第1連結部材(3a)は、柱部材(2a)
の下端部に回動可能に設けられ、柱部材(2b)の上端
部にスライド可能に連結され、また第1連結部材(3
b)は、柱部材(2b)の下端部に回動可能に設けら
れ、柱部材(2a)の上端部にスライド可能に連結され
ているので、第1連結部材(3a)(3b)に矢印y方
向の力がかかると、柱部材(2a)は主柱(21a)に
押し付けられ、柱部材(2b)は主柱(21b)に押さ
れることになる。このように、ワイヤ(23)に矢印x
方向の力がかかり、第1連結部材(3a)(3b)には
矢印y方向の力が働き、柱部材(2a)と柱部材(2
b)は鉄塔の主柱の方向に押され、車輪(7)は常時、
主柱に押し付けられている。車輪(7)は主柱の隅に対
応する溝、例えばV溝の車輪にすることが好ましい
The first connecting member (3a) is a pillar member (2a).
Is rotatably provided at the lower end of the column member, slidably connected to the upper end of the column member (2b), and the first connecting member (3).
b) is rotatably provided at the lower end of the pillar member (2b) and slidably connected to the upper end of the pillar member (2a), so that the first connecting members (3a) and (3b) have arrows. When a force in the y direction is applied, the pillar member (2a) is pressed against the main pillar (21a), and the pillar member (2b) is pressed against the main pillar (21b). Thus, the wire (23) will have an arrow x
A force in the direction y is applied to the first connecting members (3a) and (3b), and a force in the direction of the arrow y acts on the first connecting members (3a) and (3b).
b) is pushed towards the main pillar of the tower, the wheels (7) are always
It is pressed against the main pillar. The wheel (7) is preferably a wheel having a groove corresponding to the corner of the main pillar, for example, a V groove.

【0024】ワイヤ(23)を駆動してフレーム(1)
を吊上げて行くと、図8に示すように、鉄塔は、その主
柱が傾斜しており上方になるほど細くなるが、矢印x方
向の力と、第1連結部材(3a)(3b)に働く矢印y
方向の力により、柱部材(2a)と柱部材(2b)は狭
まる方向の力が作用して鉄塔の主柱の方向に押され、車
輪(7)が主柱(21a)(21b)に押し付けられる
ことになる。フレーム(1)は、ワイヤ(23)を駆動
して吊上げられ、狭くなる主柱の間隔に対応して、柱部
材(2a)と柱部材(2b)の間隔は狭まり、鉄塔の外
側に沿って上昇する。
The wire (23) is driven to drive the frame (1)
As shown in FIG. 8, when the steel tower is lifted up, the main pillar of the steel tower is inclined and becomes thinner as it goes upward, but the force in the arrow x direction and the first connecting member (3a) (3b) work. Arrow y
By the force in the direction, the column member (2a) and the column member (2b) are pressed in the direction of the main column of the steel tower by the force in the direction of narrowing, and the wheel (7) is pressed against the main column (21a) (21b). Will be done. The frame (1) is hung up by driving the wire (23), and the distance between the pillar members (2a) and (2b) is narrowed corresponding to the narrowed distance between the main pillars, and along the outside of the steel tower. To rise.

【0025】フレーム(1)を下降させるときは、ワイ
ヤ(23)を弛めるように駆動する。ワイヤ(23)が
弛められると、フレーム(1)は、その自重で、あるい
はフレーム(1)にワイヤを掛けて下方に引くことによ
り下降する。そのとき、ワイヤ(23)には、矢印x方
向の力がかかっており、第1連結部材(3a)(3b)
には矢印y方向の力が働き、柱部材(2a)と柱部材
(2b)は鉄塔の主柱の方向に押され、車輪(7)は主
柱(21a)(21b)に押し付けられている。
When lowering the frame (1), the wire (23) is driven so as to be loosened. When the wire (23) is loosened, the frame (1) descends by its own weight or by hanging the wire on the frame (1) and pulling it downward. At that time, a force is applied to the wire (23) in the direction of the arrow x, and the first connecting member (3a) (3b) is applied.
The force in the arrow y direction acts on the column member, the column member (2a) and the column member (2b) are pushed toward the main column of the steel tower, and the wheel (7) is pressed against the main columns (21a) and (21b). .

【0026】フレーム(1)は、その自重で、あるいは
フレーム(1)にワイヤを掛けて下方に引くことによ
り、ワイヤ(23)には矢印x方向の力、第1連結部材
(3a)(3b)には矢印y方向の力がかかっいる状態
が保たれている。鉄塔は、その主柱が傾斜しており下方
になるにつれて主柱の間隔が広くなるが、矢印x方向の
力と、第1連結部材(3a)(3b)に働く矢印y方向
の力により、柱部材(2a)と柱部材(2b)は鉄塔の
主柱の方向に押されている状態で、車輪(7)が主柱
(21a)(21b)に押し付けられながら、フレーム
(1)の自重等の下降する力により、広くなる主柱の間
隔に対応して、柱部材(2a)と柱部材(2b)の間隔
は広がり、鉄塔の外側に沿って下降する。
The frame (1) has its own weight or a wire is hung on the frame (1) and pulled downward, so that the wire (23) has a force in the direction of the arrow x, and the first connecting members (3a) (3b). ) Holds the force applied in the direction of the arrow y. In the steel tower, the main pillars are inclined and the distance between the main pillars becomes wider as it goes downward, but due to the force in the arrow x direction and the force in the arrow y direction acting on the first connecting members (3a) (3b), The pillar member (2a) and the pillar member (2b) are pushed in the direction of the main pillar of the steel tower, while the wheels (7) are pressed against the main pillars (21a) and (21b), the self-weight of the frame (1). By the descending force such as, the gap between the pillar member (2a) and the pillar member (2b) is widened corresponding to the widening distance between the main pillars, and the pillar members (2a) and (b) descend along the outside of the steel tower.

【0027】また、フレーム(1)が所望の位置に停止
しているときには、ワイヤ(23)に矢印x方向の力が
かかり、連結部材(3a)(3b)には矢印y方向の力
が働き、柱部材(2a)と柱部材(2b)は鉄塔の主柱
の方向に押され、車輪(7)は主柱(21a)(21
b)に押し付けられている状態で停止することになる。
Further, when the frame (1) is stopped at a desired position, a force is applied to the wire (23) in the direction of arrow x, and a force in the direction of arrow y acts on the connecting members (3a) and (3b). , The pillar member (2a) and the pillar member (2b) are pushed in the direction of the main pillar of the steel tower, and the wheel (7) is moved to the main pillar (21a) (21).
It will stop while being pressed against b).

【0028】フレーム(1)を構成する柱部材(2b)
と柱部材(2c)は、図1、図2、図4に示すように、
第2連結部材(4b)と(4c)を交叉させて連結され
ている。また柱部材(2d)と柱部材(2a)は、もう
1方の第2連結部材(4d)と(4a)を交叉させて連
結されている。第2連結部材(4b)(4c)及び第2
連結部材(4d)(4a)は、吊持するワイヤに繋れて
いないもので矢印y方向の力がかけられていないが、第
1連結部材(3a)(3b)、及び(3c)(3d)が
矢印y方向の力により柱部材(2a)〜(2d)は鉄塔
の主柱の方向に押されて傾斜している主柱の間隔に対応
して行くのに追従して、伸縮自在な第2連結部材(4
b)(4c)及び(4d)(4a)により、柱部材(2
b)と柱部材(2c)、及び柱部材(2d)と柱部材
(2a)の間隔も主柱の間隔に対応するものであり、フ
レーム(1)は鉄塔(20)の周りを一定の間隔を保っ
て囲むものである。
A pillar member (2b) constituting the frame (1)
And the pillar member (2c), as shown in FIGS. 1, 2 and 4,
The second connecting members (4b) and (4c) are crossed and connected. The pillar member (2d) and the pillar member (2a) are connected by crossing the other second connecting members (4d) and (4a). Second connecting member (4b) (4c) and second
Although the connecting members (4d) and (4a) are not connected to the wire to be hung and the force in the arrow y direction is not applied, the first connecting members (3a) (3b) and (3c) (3d ) Is pushed by the force in the direction of the arrow y and the pillar members (2a) to (2d) are pushed in the direction of the main pillars of the steel tower to correspond to the intervals of the main pillars that are inclined, and thus the pillar members (2a) to (2d) are expandable and contractible. Second connecting member (4
b) (4c) and (4d) (4a), the pillar member (2
The distance between b) and the pillar member (2c), and the distance between the pillar member (2d) and the pillar member (2a) also corresponds to the distance between the main pillars, and the frame (1) has a constant distance around the steel tower (20). It keeps and surrounds.

【0029】[0029]

【実施例2】本発明の第2の実施例について図9、図1
0を参照して説明する。図9、図10は、吊りフレーム
のもう1つの作動を説明する図である。上記第1の実施
例では、第1連結部材(3a)(3b)及び(3c)
(3d)を吊持するワイヤに繋ぎ、その矢印x方向の力
により、矢印y方向の力を生じさせるようにしたもので
あるが、第2の実施例はバネによりy方向の力をかける
ものである。
[Embodiment 2] FIG. 9 and FIG. 1 for the second embodiment of the present invention.
This will be described with reference to 0. 9 and 10 are diagrams illustrating another operation of the suspension frame. In the said 1st Example, the 1st connection member (3a) (3b) and (3c).
(3d) is connected to a wire for suspension, and a force in the arrow y direction is generated by the force in the arrow x direction, but the second embodiment applies a force in the y direction by a spring. Is.

【0030】図9は、フレーム(1)の柱部材(2a)
と柱部材(2b)が、第1連結部材(3a)と(3b)
を交叉させて連結されているところを示すもので、第1
連結部材(3a)は、柱部材(2a)の下端部に回動可
能に設けられ、隣に配置されている柱部材(2b)の上
端部にスライド可能に連結されている。また第1連結部
材(3b)は、柱部材(2b)の下端部に回動可能に設
けられ、柱部材(2a)の上端部にスライド可能に連結
されている。第1連結部材(3a)と(3b)は、スラ
イド可能に連結されている端部にバネ(46)を設け、
矢印y方向の力をかけている。また、フレーム(1)は
ワイヤ(45)で吊持されており、その駆動より鉄塔の
外側を昇降させるものである。
FIG. 9 shows the pillar member (2a) of the frame (1).
And the pillar member (2b) are the first connecting members (3a) and (3b).
It shows that they are connected by crossing.
The connecting member (3a) is rotatably provided at the lower end of the pillar member (2a), and is slidably connected to the upper end of the adjacent pillar member (2b). The first connecting member (3b) is rotatably provided at the lower end of the pillar member (2b) and is slidably connected to the upper end of the pillar member (2a). The first connecting members (3a) and (3b) are provided with springs (46) at their ends that are slidably connected,
A force is applied in the direction of arrow y. The frame (1) is suspended by a wire (45), and is driven to raise and lower the outside of the steel tower.

【0031】図10は、柱部材(2b)と柱部材(2
c)が第2連結部材(4b)と(4c)を交叉させて連
結されているところを示すもので、第2連結部材(4
b)は、柱部材(2b)の上端部に回動可能に設けら
れ、隣に配置されている柱部材(2c)の下端部にスラ
イド可能に連結されている。また第2連結部材(4c)
は、柱部材(2c)の上端部に回動可能に設けられ、柱
部材(2b)の下端部にスライド可能に連結されてい
る。第2連結部材(4b)と(4c)は、スライド可能
に連結されている端部にバネ(47)を設け、矢印y方
向の力をかけている。
FIG. 10 shows a column member (2b) and a column member (2
c) shows that the second connecting members (4b) and (4c) are crossed and connected, and the second connecting member (4)
b) is rotatably provided on the upper end of the pillar member (2b), and is slidably connected to the lower end of the adjacent pillar member (2c). The second connecting member (4c)
Is rotatably provided at the upper end of the pillar member (2c) and is slidably connected to the lower end of the pillar member (2b). The second connecting members (4b) and (4c) are provided with springs (47) at their ends that are slidably connected, and apply a force in the direction of arrow y.

【0032】なお、フレーム(1)は、上記第1の実施
例で説明した図1と同様に4本の柱部材(2a)(2
b)(2c)(2d)と、第1連結部材(3a)(3
b)(3c)(3d)及び第2連結部材(4a)(4
b)(4c)(4d)により構成されているものであ
り、柱部材(2a)は、鉄塔の主柱(21a)の外側に
位置し、また柱部材(2b)は主柱(21b)の外側、
柱部材(2c)は主柱(21c)の外側、柱部材(2
d)は主柱(21d)の外側に位置し、車輪(7)でフ
レーム(1)が鉄塔の外側を昇降するものである。
The frame (1) has four pillar members (2a) (2) as in the case of FIG. 1 described in the first embodiment.
b) (2c) (2d) and the first connecting members (3a) (3
b) (3c) (3d) and second connecting members (4a) (4
b) (4c) and (4d), the pillar member (2a) is located outside the main pillar (21a) of the steel tower, and the pillar member (2b) is the main pillar (21b). Outside,
The pillar member (2c) is located outside the main pillar (21c), and the pillar member (2c).
d) is located outside the main pillar (21d), and the frame (1) moves up and down outside the steel tower by wheels (7).

【0033】フレーム(1)の柱部材(2a)と柱部材
(2b)を交叉させて連結している第1連結部材(3
a)と(3b)は、図9に示すようにバネ(46)で矢
印y方向に力がかけているので、鉄塔の主柱の方向に押
され、車輪(7)は主柱(21a)(21b)に押し付
けられた状態となっている。また、図示していないが、
対向している柱部材(2c)(2d)を交叉させて連結
している第1連結部材も、同じようにバネで矢印y方向
に力がかけているので、鉄塔の主柱の方向に押され、車
輪(7)は主柱に押し付けられた状態となっているもの
である。
The first connecting member (3) connecting the pillar member (2a) and the pillar member (2b) of the frame (1) so as to cross each other.
Since a) and (3b) are pressed in the direction of the arrow y by the spring (46) as shown in FIG. 9, they are pushed in the direction of the main pillar of the tower, and the wheels (7) are moved to the main pillar (21a). It is in a state of being pressed against (21b). Also, although not shown,
The first connecting member that connects the opposing pillar members (2c) and (2d) by crossing them is also pressed by the spring in the direction of the arrow y, so that it is pushed in the direction of the main pillar of the tower. Thus, the wheel (7) is in a state of being pressed against the main pillar.

【0034】フレーム(1)の柱部材(2b)と柱部材
(2c)を交叉させて連結している第2連結部材(4
b)と(4c)には、図10に示すようにバネ(47)
で矢印y方向に力がかけているので、鉄塔の主柱の方向
に押され、車輪(7)は主柱(21b)(21c)に押
し付けられた状態となっている。また、図示していない
が、対向している柱部材(2d)(2a)を交叉させて
連結している第2連結部材も、同じようにバネで矢印y
方向に力がかけているので、鉄塔の主柱の方向に押さ
れ、車輪(7)は主柱に押し付けられた状態となってい
るものである。
The second connecting member (4) connecting the pillar member (2b) and the pillar member (2c) of the frame (1) so as to cross each other.
b) and (4c) have springs (47) as shown in FIG.
Since a force is applied in the direction of the arrow y at, the wheel (7) is pressed against the main pillars (21b) and (21c) by being pushed toward the main pillar of the steel tower. Although not shown, the second connecting member, which connects the column members (2d) and (2a) facing each other by crossing them, is also similarly shown by the arrow y by a spring.
Since the force is applied in the direction, the wheel (7) is pushed in the direction of the main pillar of the steel tower and is pressed against the main pillar.

【0035】このように、柱部材を交叉して連結してい
る第1連結部材、第2連結部材にバネで矢印y方向の力
をかけることにより、柱部材(2a)〜(2d)は鉄塔
の主柱の方向に押され、車輪(7)は常時、主柱に押し
付けられているものであり、フレーム(1)をワイヤ
(45)で駆動して上昇、下降させるとき、柱部材(2
a)〜(2d)に設けられている車輪(7)で、鉄塔
(20)の主柱(21a)〜(21d)の外側に沿って
昇降するものである。なお、図9、図10では、第1連
結部材及び第2連結部材にバネを設けているが、第1連
結部材にだけバネを設けて矢印y方向の力をかけ、第2
連結部材で連結されている柱部材の間隔を追従して伸縮
するようにしてもよい。また第2連結部材にだけバネを
設けて矢印y方向の力をかけ、第1連結部材で連結され
ている柱部材の間隔を追従して伸縮するようにしてもよ
い。
In this way, by applying a force in the direction of arrow y with a spring to the first connecting member and the second connecting member which cross and connect the pillar members, the pillar members (2a) to (2d) are made to be towers. The wheel (7) is always pressed against the main pillar by being pushed in the direction of the main pillar, and when the frame (1) is driven by the wire (45) to move up and down, the pillar member (2).
Wheels (7) provided on a) to (2d) move up and down along the outside of the main columns (21a) to (21d) of the steel tower (20). 9 and 10, springs are provided on the first connecting member and the second connecting member, but springs are provided only on the first connecting member to apply a force in the arrow y direction,
You may make it expand-contract by following the space | interval of the pillar member connected by the connection member. Alternatively, a spring may be provided only on the second connecting member to apply a force in the direction of the arrow y so as to expand and contract by following the distance between the pillar members connected by the first connecting member.

【0036】[0036]

【実施例3】本発明の第3の実施例について図11に示
す。図11は、フレームの平面図であり、フレームに取
付る作業足場を示すものである。フレーム(1)は、そ
の全体が図1に示すように、4本の柱部材(2a)(2
b)(2c)(2d)と、第1連結部材(3a)(3
b)(3c)(3d)及び第2連結部材(4a)(4
b)(4c)(4d)により構成されているものであ
り、柱部材(2a)は、鉄塔の主柱(21a)の外側に
位置し、また柱部材(2b)は主柱(21b)の外側、
柱部材(2c)は主柱(21c)の外側、柱部材(2
d)は主柱(21d)の外側に位置し、車輪(7)でフ
レーム(1)が鉄塔の外側を昇降するものである。
Third Embodiment A third embodiment of the present invention is shown in FIG. FIG. 11 is a plan view of the frame, showing a work scaffold attached to the frame. The frame (1) has four pillar members (2a) (2
b) (2c) (2d) and the first connecting members (3a) (3
b) (3c) (3d) and second connecting members (4a) (4
b) (4c) and (4d), the pillar member (2a) is located outside the main pillar (21a) of the steel tower, and the pillar member (2b) is the main pillar (21b). Outside,
The pillar member (2c) is located outside the main pillar (21c), and the pillar member (2c).
d) is located outside the main pillar (21d), and the frame (1) moves up and down outside the steel tower by wheels (7).

【0037】図11に示すフレーム(1)は、柱部材
(2a)〜(2d)に張出部材(38)を設け、その上
に板材(39)を掛け渡して、作業足場とするものであ
る。なお、各柱部材の間隔は伸縮自在な連結部材により
変るので、張出部材(38)に乗せる板材(39)は、
固定しないように掛け渡すものである。フレーム(1)
の柱部材(2a)〜(2d)は、実施例1、2ても述た
ように鉄塔の傾斜に対応して伸縮して鉄塔の周りに一定
の間隔を保って囲むものである。このような柱部材(2
a)〜(2d)に設けられた足場も鉄塔の周りに一定の
間隔が保たれているので、作業がやり易いものである。
また、フレーム(1)と鉄塔の間隔は、各柱部材に車輪
(7)を設ける支持部材(6)により調整することがで
きるものである。また図示していないが、手摺を取付け
てもよい。
The frame (1) shown in FIG. 11 is provided with projecting members (38) on the pillar members (2a) to (2d), and a plate material (39) is laid over it to form a work scaffold. is there. Since the distance between the pillar members varies depending on the expandable joint member, the plate member (39) to be placed on the overhang member (38) is
It is a bridge that is not fixed. Frame (1)
The column members (2a) to (2d) are expanded and contracted in accordance with the inclination of the steel tower as described in Examples 1 and 2, and surround the steel tower at a constant interval. Such a pillar member (2
Since the scaffolds provided in a) to (2d) also maintain a constant space around the steel tower, the work is easy.
The distance between the frame (1) and the steel tower can be adjusted by a support member (6) provided with wheels (7) on each pillar member. Although not shown, a handrail may be attached.

【0038】[0038]

【発明の効果】以上説明したように、本発明の吊りフレ
ームによれば、塔の外側に一定の間隔を保って昇降する
ことができるものであり、防護ネットを取付けて塗料が
周囲に飛び散らないようにして塗装を行うことができ、
また作業足場を取付け効率的、かつ安全に高所での作業
を行ことができるという効果を奏するものである。
As described above, according to the suspension frame of the present invention, it is possible to ascend and descend outside the tower at a constant interval, and a protective net is attached so that the paint does not scatter around. Can be painted like this,
Further, the work scaffold can be attached, and the work can be performed efficiently and safely at a high place.

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

【図1】本発明の第1実施例を示す図FIG. 1 is a diagram showing a first embodiment of the present invention.

【図2】本発明の第1実施例を示す図FIG. 2 is a diagram showing a first embodiment of the present invention.

【図3】本発明の第1実施例を示す図FIG. 3 is a diagram showing a first embodiment of the present invention.

【図4】本発明の第1実施例に示す図FIG. 4 is a diagram showing a first embodiment of the present invention.

【図5】本発明の第1実施例の作動を説明する図FIG. 5 is a diagram for explaining the operation of the first embodiment of the present invention.

【図6】本発明の第1実施例の作動を説明する図FIG. 6 is a diagram for explaining the operation of the first embodiment of the present invention.

【図7】本発明の第1実施例の作動を説明する図FIG. 7 is a diagram for explaining the operation of the first embodiment of the present invention.

【図8】本発明の第1実施例の作動を説明する図FIG. 8 is a diagram for explaining the operation of the first embodiment of the present invention.

【図9】本発明の第2実施例を示す図FIG. 9 is a diagram showing a second embodiment of the present invention.

【図10】本発明の第2実施例を示す図FIG. 10 is a diagram showing a second embodiment of the present invention.

【図11】本発明の第3実施例を示す図FIG. 11 is a diagram showing a third embodiment of the present invention.

【図12】従来技術を示す図FIG. 12 is a diagram showing a conventional technique.

【符号の説明】[Explanation of symbols]

1. フレーム 2a〜2d. 柱部材 3a〜3d. 第1連結部材 4a〜4d. 第2連結部材 7. 車輪 21a〜21d. 鉄塔の主柱 1. flame 2a-2d. Pillar member 3a-3d. First connecting member 4a-4d. Second connecting member 7. Wheel 21a-21d. Main tower pillar

フロントページの続き (72)発明者 黒川 裕士 東京都江東区豊洲3丁目4番5号 株式 会社巴技研内 (72)発明者 小池 哲司 東京都江東区豊洲3丁目4番5号 株式 会社巴技研内 (72)発明者 石井 貴之 東京都江東区豊洲3丁目4番5号 株式 会社巴技研内 (72)発明者 山田 弘 東京都江東区豊洲3丁目4番5号 株式 会社巴技研内 (72)発明者 島貫 貴志 東京都江東区豊洲3丁目4番5号 株式 会社巴技研内 (56)参考文献 特開 平10−88786(JP,A) 特開 平8−232465(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04G 3/00 E04H 12/10 Front Page Continuation (72) Inventor Yuji Kurokawa 3-4-5 Toyosu, Koto-ku, Tokyo Inside Tomoeken Co., Ltd. (72) Inventor Tetsuji Koike 3-4-5 Toyosu, Koto-ku, Tokyo Inside Tomoeken Co., Ltd. (72) Inventor Takayuki Ishii, 3-4-5 Toyosu, Koto-ku, Tokyo Within Tomoeken Co., Ltd. (72) Inventor Hiroshi Yamada 3-4,5-5 Toyosu, Koto-ku, Tokyo Incorporated Tomoeken (72) Invention Takashi Shimanuki 3-4-5 Toyosu, Koto-ku, Tokyo Tomoeken Co., Ltd. (56) References JP 10-88786 (JP, A) JP 8-232465 (JP, A) (58) Survey Areas (Int.Cl. 7 , DB name) E04G 3/00 E04H 12/10

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】塔の外側に沿って昇降可能な吊りフレーム
において、フレームは、塔の外側に位置する車輪を設け
た柱部材と前記各柱部材の間を連結する第1連結部材及
び第2連結部材により塔を囲むように構成されたもので
あり、柱部材の間を連結する第1連結部材は、一端を柱
部材の下端部に回動可能に、その他端を隣に配置されて
いる柱部材の上端部にスライド可能に設けた2本の第1
連結部材を交叉させて伸縮自在に連結しているものであ
り、柱部材の間を連結する第2連結部材は、一端を柱部
材の上端部に回動可能に、その他端を隣に配置されてい
る柱部材の下端部にスライド可能にに設けた2本の第2
連結部材を交叉させて伸縮自在に連結しているものであ
り、第1連結部材のスライド可能に連結されている一端
にワイヤを取付けているものであり、ワイヤを吊持して
塔に前記車輪を押し付けるようにしていることを特徴と
する塔の外側に沿って昇降可能な吊りフレーム。
1. A suspension frame that can be lifted and lowered along the outside of a tower. The frame includes a pillar member provided outside the tower and a first connecting member and a second connecting member that connect between the pillar members. The first connecting member for connecting the pillar members is configured to surround the tower by the connecting member, and one end of the first connecting member is rotatably attached to the lower end of the pillar member, and the other end of the first connecting member is arranged adjacently. Two first slidably provided on the upper end of the pillar member
The second connecting member, which connects the pillar members to each other so as to expand and contract, is rotatably connected at one end to the upper end of the pillar member, and the other end is arranged next to it. Two second slidably mounted on the lower end of the pillar member
A connecting member is crossed and connected in an extendable manner, and a wire is attached to one end of the first connecting member that is slidably connected. The wire is suspended and the wheel is attached to the tower. A hanging frame that can be raised and lowered along the outside of the tower, which is characterized by being pressed against.
【請求項2】塔の外側に沿って昇降可能な吊りフレーム
において、フレームは、塔の外側に位置する車輪を設け
た柱部材と前記各柱部材の間を連結する第1連結部材及
び第2連結部材により塔を囲むように構成されたもので
あり、柱部材の間を連結する第1連結部材は、一端を柱
部材の下端部に回動可能に、その他端を隣に配置されて
いる柱部材の上端部にスライド可能に設けた2本の第1
連結部材を交叉させて伸縮自在に連結しているものであ
り、柱部材の間を連結する第2連結部材は、一端を柱部
材の上端部に回動可能に、その他端を隣に配置されてい
る柱部材の下端部にスライド可能にに設けた2本の第2
連結部材を交叉させて伸縮自在に連結しているものであ
り、第1連結部材及び/又は第2連結部材のスライド可
能に連結されている一端にバネを取り付けているもので
あり、バネで塔に前記車輪を押し付けるようにしている
ことを特徴とする塔の外側に沿って昇降可能な吊りフレ
ーム。
2. A suspension frame which can be raised and lowered along the outside of a tower, wherein the frame includes a pillar member provided outside the tower and a first connecting member and a second connecting member for connecting between the pillar members. The first connecting member for connecting the pillar members is configured to surround the tower by the connecting member, and one end of the first connecting member is rotatably attached to the lower end of the pillar member, and the other end of the first connecting member is arranged adjacently. Two first slidably provided on the upper end of the pillar member
The second connecting member, which connects the pillar members to each other so as to expand and contract, is rotatably connected at one end to the upper end of the pillar member, and the other end is arranged next to it. Two second slidably mounted on the lower end of the pillar member
A connecting member is crossed to be expandably and contractably connected, and a spring is attached to one end of the first connecting member and / or the second connecting member that is slidably connected. A suspension frame capable of moving up and down along the outside of a tower, characterized in that the wheels are pressed against the.
【請求項3】 フレームには、塔を囲むように防護ネッ
トが取付けられていることを特徴とする請求項1または
2に記載の塔の外側に沿って昇降可能な吊りフレーム。
3. A suspension frame capable of moving up and down along the outside of the tower according to claim 1, wherein a protective net is attached to the frame so as to surround the tower.
【請求項4】 フレームには、作業足場が取付けられて
いることを特徴とする請求項1〜3のいずれかに記載の
塔の外側に沿って昇降可能な吊りフレーム。
4. The suspension frame which can be lifted and lowered along the outside of the tower according to claim 1, wherein a working scaffold is attached to the frame.
JP15591899A 1999-06-03 1999-06-03 Elevating hanging frame Expired - Fee Related JP3492940B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15591899A JP3492940B2 (en) 1999-06-03 1999-06-03 Elevating hanging frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15591899A JP3492940B2 (en) 1999-06-03 1999-06-03 Elevating hanging frame

Publications (2)

Publication Number Publication Date
JP2000345696A JP2000345696A (en) 2000-12-12
JP3492940B2 true JP3492940B2 (en) 2004-02-03

Family

ID=15616367

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15591899A Expired - Fee Related JP3492940B2 (en) 1999-06-03 1999-06-03 Elevating hanging frame

Country Status (1)

Country Link
JP (1) JP3492940B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107628338A (en) * 2017-09-24 2018-01-26 贵州老福节能环保工程材料科技有限公司 A kind of energy-conserving and environment-protective material brick conveying arrangement
CN115559556B (en) * 2022-12-01 2023-03-21 北京市第三建筑工程有限公司 Butt joint construction method of A-shaped column and newly-added inclined outer frame column during super high-rise building transformation
CN115627957B (en) * 2022-12-01 2023-03-21 北京市第三建筑工程有限公司 Connecting piece of original outer frame column and new outer frame column during building adduction and transformation and A-shaped column thereof

Also Published As

Publication number Publication date
JP2000345696A (en) 2000-12-12

Similar Documents

Publication Publication Date Title
JP3492940B2 (en) Elevating hanging frame
JP7265967B2 (en) Cantilever device for bridge construction and bridge construction and demolition method
JP3950800B2 (en) Suspension scaffold
JP4516800B2 (en) How to build a suspended scaffold
JP3193609B2 (en) Elevator installation method
JP3328172B2 (en) Work floor equipment for elevator installation
JPH09195497A (en) Elevatable scaffold
JPH1088786A (en) Scaffold for columnar structure
JP3532161B2 (en) Tower construction machine and tower construction method
JP3841242B2 (en) Elevator parking elevating work table and construction method using it
KR101800622B1 (en) Multi-type lifting scaffold
JP4151791B2 (en) Elevating scaffold for repairing tower structures
JP3027925B2 (en) Temporary frame equipment for construction
CN218933768U (en) Prefabricated stair mounting rack
JP2890341B2 (en) Method and apparatus for lifting up top-level frame for structure construction
KR102621157B1 (en) Expendable Deck Plate Apparatus For Car Gondola
JP7278863B2 (en) How to install a lifting scaffold
JP3027924B2 (en) Temporary frame equipment for construction
CN210031509U (en) Pier-attached type sliding operation platform
JP5130720B2 (en) Lifting stage scaffold
JPS63110365A (en) Method and apparatus for rising and falling of lift stand
JPH06248808A (en) Disassembly method of outside curing coated body
JPH0729138Y2 (en) Scaffold for dismantling tower-like structures
JP2776128B2 (en) Lifting device for building frame
JP2865003B2 (en) How to install a suspended roof

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees