JPH0327052Y2 - - Google Patents
Info
- Publication number
- JPH0327052Y2 JPH0327052Y2 JP2245884U JP2245884U JPH0327052Y2 JP H0327052 Y2 JPH0327052 Y2 JP H0327052Y2 JP 2245884 U JP2245884 U JP 2245884U JP 2245884 U JP2245884 U JP 2245884U JP H0327052 Y2 JPH0327052 Y2 JP H0327052Y2
- Authority
- JP
- Japan
- Prior art keywords
- slate
- pier
- ceiling
- place
- tensioning
- 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
- 239000010454 slate Substances 0.000 description 23
- 238000010276 construction Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 2
- 239000003245 coal Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Movable Scaffolding (AREA)
- Bridges Or Land Bridges (AREA)
Description
【考案の詳細な説明】
本考案はセメント工場、その他における高所に
架橋された高所桁のスレート張り等の被覆作用の
装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for covering high-place girders, such as slates, etc., bridged at high places in cement factories and other places.
セメント工場及び石炭ならびに鉱石などの搬入
及び搬出設備などで、特に高い橋脚上に架設され
た高所桁に、コンベヤラインを設けた場合、その
コンベヤラインの周囲を例えばスレートで囲うた
めには、高所工事となるため、人または機材の落
下を防止するための安全ネツトを張つたり、下部
から足場を組む他、安全対策が大変であり、それ
だけ工事費用が嵩むという問題があつた。 When a conveyor line is installed on a high girder built on a particularly high pier in a cement factory or a facility for importing and unloading coal and ore, etc., in order to surround the conveyor line with, for example, slate, it is necessary to Because the construction involved construction work at a site, safety measures were difficult, such as installing safety nets to prevent people or equipment from falling and constructing scaffolding from below, which caused the problem of increasing construction costs.
そこで本考案は、複数の橋脚上に架設された高
所桁の両側面、必要によつては天井部分のスレー
ト張り等の被覆工事を安全、かつ低コストで行な
いうるスレート張り等の作業用の装置を提供する
ことを目的としてなされたものである。 Therefore, the present invention has been developed to provide a method for covering work such as slate covering on both sides of high-place girders built on multiple piers, and if necessary, on the ceiling, which can be carried out safely and at low cost. This was done for the purpose of providing equipment.
即ち、本考案の装置は、複数の橋脚上に架設さ
れた高所桁のトラス上部に移設可能に仮設された
レール上を移動可能とする移動台車を設けると共
に、その移動台車に、少くとも各下端部が上記橋
脚に干渉しない範囲に外開き可能な左右の側面被
覆足場を設けることにより構成される。 That is, the device of the present invention is provided with a movable trolley that is movable on a removably temporarily installed rail at the top of a truss of a high-place girder built on a plurality of piers, and at least each It is constructed by providing left and right side covering scaffolds that can be opened outward in a range where the lower ends do not interfere with the piers.
以下図面を参照して本考案の実施例を説明する
が、第1図は本考案の一実施例における高所桁の
スレート張り装置を適用したスレート張り作業中
の高所桁の概略斜視図、第2図は第1図のスレー
ト張り装置の拡大側面図、第3図は第2図の平面
図、第4図は第2図の正面図である。 Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a schematic perspective view of a high-place girder during slate tensioning work to which a high-place girder slate tensioning device according to an embodiment of the present invention is applied; FIG. 2 is an enlarged side view of the slate tensioning device of FIG. 1, FIG. 3 is a plan view of FIG. 2, and FIG. 4 is a front view of FIG. 2.
まず、第1図および第2図に示すごとく、複数
の橋脚1上に架設された高所桁2内に設置された
コンベヤライン3のトラスの両側面、および必要
によつては天井面に板状のスレート4を張るため
に、このコンベヤライン3のトラス上部に適宜な
長さ、例えば10mの長さのレール5を仮設し、そ
のレール5上を車輪6にて入力、または動力によ
り矢印Fの方向に移動可能な第2図から第4図に
示すような移動台車7を設けている。 First, as shown in Fig. 1 and Fig. 2, plates are installed on both sides of the truss of the conveyor line 3 installed in the high-place girder 2 constructed on a plurality of piers 1, and if necessary on the ceiling surface. In order to stretch the shaped slate 4, a rail 5 of an appropriate length, for example, 10 m, is temporarily installed on the top of the truss of this conveyor line 3, and the wheels 6 are used to move the rail 5 over the rail 5, or the arrow F is moved by power. A moving cart 7 as shown in FIGS. 2 to 4 is provided which is movable in the directions shown in FIG.
この移動台車7の上部には、必要の場合は天井
被覆足場である天井スレート張り足場8が設けら
れ、その天井スレート張り足場8の周囲には、天
井スレート張り用の安全柵9が設けられている。 A ceiling slate covering scaffold 8, which is a ceiling covering scaffold, is provided on the top of the mobile cart 7, if necessary, and a safety fence 9 for covering the ceiling slate is provided around the ceiling slate covering scaffold 8. There is.
次に、この移動台車7の左右両側部には、側面
足場11,12がコンベヤライン3の両側面トラ
スのスレート張り用足場台として設けられてお
り、これら側面スレート張り足場11,12はそ
の上部が移動台車7にヒンジ13を支点としてそ
れぞれ矢印L,R方向に外開き可能に支持されて
おり、その外開き操作が油圧シリンダー14,1
4によつて行なわれるが、その外開きの角度は、
この移動台車7が第1図の橋脚1の部分を移動す
る時に、各側面スレート張り足場11,12の下
部がこの橋脚1に干渉しない範囲としている。 Next, side scaffolds 11 and 12 are provided on both left and right sides of the moving trolley 7 as scaffolding platforms for slate tensioning on both side trusses of the conveyor line 3, and these side slate tensioning scaffolds 11 and 12 are installed on the upper part of the slate tensioning scaffolds 11 and 12. are supported on the movable cart 7 so as to be able to open outward in the directions of arrows L and R, respectively, using a hinge 13 as a fulcrum, and the outward opening operation is performed by hydraulic cylinders 14 and 1.
4, the angle of outward opening is
When this movable trolley 7 moves over the pier 1 shown in FIG. 1, the lower portions of the slate-covered scaffolds 11 and 12 do not interfere with the pier 1.
以上の構成からなる本考案のスレート張り装
置、即ち被覆装置を使用すれば、コンベヤライン
3のトラスの上部に仮設した移設可能なレール5
上にモノレールのようにまたがつた状態の移動台
車7の左右の側面スレート張り足場11,12内
に第3図の出入口11A,12Aら人員及び機材
が入り、その側面のスレート張り作業を行つた
後、移動台車7を移動しながら必要に応じて天井
スレート張り足場8及びその安全棚9を使用して
天井のスレート張りを行ない、逐次レール5を進
行方向Fに移設しながら安全に作業を進めてゆく
ことができる。 By using the slate tensioning device of the present invention, that is, the coating device having the above configuration, the removable rail 5 temporarily installed on the top of the truss of the conveyor line 3 can be used.
Personnel and equipment entered the entrances and exits 11A and 12A in Figure 3 into the slate-stretching scaffolds 11 and 12 on the left and right sides of the mobile trolley 7, which was straddled like a monorail, and carried out slate-stretching work on the sides. After that, while moving the movable trolley 7, the ceiling slate is stretched using the ceiling slate tensioning scaffold 8 and its safety shelf 9 as necessary, and the work is carried out safely while gradually relocating the rail 5 in the traveling direction F. You can go there.
この場合、橋脚1部分の通過時には、左右の側
面スレート張り足場11,12を油圧シリンダ1
4,14により外開きさせることにより、橋脚1
との干渉は発生せず、スムースに通過できる。 In this case, when passing through the pier 1 part, the left and right side slate scaffolding 11, 12 is moved by the hydraulic cylinder 1.
4 and 14 to open outward, the pier 1
There is no interference between the two and it can pass smoothly.
従つて、本考案の装置を使用れば、高所桁の両
側面及び必要の場合は天井部分のスレート張り作
業を安全に、かつスムースに行なうことができる
と共に、高所作業用の足場を下方から組む必要も
なくなり、その安全対策費も含めその工事コスト
を著しく低減できるという効果がある。 Therefore, by using the device of the present invention, it is possible to safely and smoothly perform slate work on both sides of high-place girders and, if necessary, on the ceiling. There is no need to assemble it from scratch, which has the effect of significantly reducing the construction cost, including the cost of safety measures.
第1図は本考案の一実施例における高所桁のス
レート張り装置を適用したスレート張り作業中の
高所桁の概略斜視図、第2図は第1図のスレート
張り装置の拡大側面図、第3図は第2図の平面
図、第4図は第2図の正面図である。
1……橋脚、2……高所桁、4……スレート、
5……レール、7……移動台車、8……天井スレ
ート張り足場、11,12……側面スレート張り
足場、14……油圧シリンダー。
1 is a schematic perspective view of a high-place girder during slate tensioning work to which a high-place girder slate tensioning device according to an embodiment of the present invention is applied; FIG. 2 is an enlarged side view of the slate tensioning device of FIG. 1; 3 is a plan view of FIG. 2, and FIG. 4 is a front view of FIG. 2. 1... Pier, 2... High girder, 4... Slate,
5...Rail, 7...Moving trolley, 8...Ceiling slate covered scaffolding, 11, 12...Side slate covered scaffolding, 14...Hydraulic cylinder.
Claims (1)
可能に仮設されたレール上を移動可能とする移動
台車を設けると共に、その移動台車に、少くとも
各下端部が上記橋脚に干渉しない装囲に外開き可
能な左右の側面被覆足場を設けたことを特徴とす
る高所桁用足場。 A movable trolley that can be moved on a temporary rail that is removably installed on the upper part of the truss of a high-place girder constructed on a pier is provided, and the movable trolley is equipped with at least a lower end portion that does not interfere with the pier. Scaffolding for high-place girders characterized by having left and right side covering scaffolds that can open outward.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2245884U JPS60135313U (en) | 1984-02-21 | 1984-02-21 | Scaffolding for high place girder |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2245884U JPS60135313U (en) | 1984-02-21 | 1984-02-21 | Scaffolding for high place girder |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60135313U JPS60135313U (en) | 1985-09-09 |
JPH0327052Y2 true JPH0327052Y2 (en) | 1991-06-12 |
Family
ID=30514768
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2245884U Granted JPS60135313U (en) | 1984-02-21 | 1984-02-21 | Scaffolding for high place girder |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60135313U (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4816960B2 (en) * | 2007-05-16 | 2011-11-16 | 東洋建設株式会社 | Pile head chiseling basket |
JP7453750B2 (en) * | 2019-04-18 | 2024-03-21 | 株式会社Ihiインフラシステム | Floor slab removal equipment and floor slab removal method |
-
1984
- 1984-02-21 JP JP2245884U patent/JPS60135313U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60135313U (en) | 1985-09-09 |
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