JPH03290513A - Scaffolding for checking and repairing bridge pier beam - Google Patents
Scaffolding for checking and repairing bridge pier beamInfo
- Publication number
- JPH03290513A JPH03290513A JP9023990A JP9023990A JPH03290513A JP H03290513 A JPH03290513 A JP H03290513A JP 9023990 A JP9023990 A JP 9023990A JP 9023990 A JP9023990 A JP 9023990A JP H03290513 A JPH03290513 A JP H03290513A
- Authority
- JP
- Japan
- Prior art keywords
- scaffolding
- pier
- shaped
- scaffold
- truss
- 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.)
- Granted
Links
Landscapes
- Bridges Or Land Bridges (AREA)
- Movable Scaffolding (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野]
本発明は、特に下部に交通量の多い道路がある高速道路
の橋脚梁及びその上部の鋼桁、更にはその周辺の点検及
び補修用のための橋脚梁点検補修足場に関するものであ
る。[Detailed Description of the Invention] [Industrial Application Field] The present invention is particularly useful for inspection and repair of bridge piers and steel girders above them, as well as the surrounding areas of expressways with roads with heavy traffic underneath. This concerns scaffolding for the inspection and repair of bridge piers.
従来、第9図に示すごとく高速道路の橋脚梁1及びその
上部の鋼桁2、更には橋脚梁1と鋼桁2との間に介設す
る沓3ならびに鋼桁2同志をつなく伸縮装置4などの点
検補修を行なう際には、多数の足場パイプ5を鋼桁2の
横溝6に引掛けたチェーン7で吊り下げながら組立て、
その足場パイプ5内に足場板8及びシート9を取付け、
点検補修作業中に機材がその足場から下部の道路上に落
下するのを防止するようにしている。Conventionally, as shown in Fig. 9, a telescopic device has been used to connect the bridge pier 1 of an expressway and the steel girder 2 above it, as well as the shoe 3 and steel girder 2 interposed between the pier 1 and the steel girder 2. 4, etc., when performing inspection and repair, a large number of scaffolding pipes 5 are assembled while being suspended with chains 7 hooked to the horizontal grooves 6 of the steel girder 2.
A scaffolding board 8 and a sheet 9 are installed inside the scaffolding pipe 5,
This is to prevent equipment from falling from the scaffolding onto the road below during inspection and repair work.
しかしながら、上記の足場の組立作業は、高所作業車な
どを使用するため、長期間にわたり、その橋脚梁1の下
部の道路の交通規制を行なう必要があり、またその足場
の組立作業にはP繰作業者を必要とし、作業時間及び日
数が長くなるので、非能率的でコストがかさみ、さらに
上記の足場組立作業中に機材の落下事故が多く発生する
という問題があり、諸官庁などのこの種工事の許可条件
が年々厳しくなってきている。However, since the above-mentioned scaffold assembly work uses aerial work vehicles, etc., it is necessary to restrict traffic on the road under the pier 1 for a long period of time, and the scaffold assembly work requires P.O. This is inefficient and increases costs as it requires additional workers and increases the number of working hours and days.Furthermore, there is a problem in that many accidents occur when equipment falls during the scaffold assembly work mentioned above. Permit conditions for seed construction work are becoming stricter year by year.
本発明は、前記従来の問題点を解決するためになされた
ものであり、橋脚梁の点検補修用の足場の組付は作業時
間を著しく短縮でき、しかもその作業中に機材がその下
部の道路に落下する恐れのない橋脚梁点検補修足場を提
供することを解決課題としたものである。The present invention has been made in order to solve the above-mentioned conventional problems, and it is possible to significantly shorten the work time when assembling scaffolding for inspection and repair of bridge piers, and moreover, during the work, the equipment may be damaged by the road beneath it. The problem to be solved was to provide scaffolding for inspection and repair of bridge piers without the risk of falling.
上記の課題を解決すのための手段として、本発明の橋脚
梁点検補修足場は、高速道路などの橋脚梁をまたぐ鳥居
状、またはコの字状の例えば横梁ハンガー材の両側に縦
材をそれぞれ直角に取り付けたハンガー材に取付可能な
トラス状足場本体の両端部がヒンジを介して折りたたみ
可能に形成されることにより構成されており、この足場
は折りたたんだ状態でトラックの荷台上に積載の上、橋
脚梁をまたいで取付けたハンガー材にトラッククレーン
などで取付けの上、その折りたたんだ両端部を拡げるこ
とによりその足場の取付及び組立が短時間に、かつ安全
に行なわれる。As a means for solving the above-mentioned problems, the bridge pier inspection and repair scaffold of the present invention includes vertical members on both sides of a torii-shaped or U-shaped horizontal beam hanger material that straddles a pier beam on an expressway. It consists of a truss-shaped scaffolding body that can be attached to a hanger material attached at right angles, with both ends foldable via hinges, and this scaffolding can be folded and placed on the bed of a truck. The scaffold can be installed and assembled in a short time and safely by attaching it using a truck crane or the like to the hanger material that is attached across the pier, and then spreading out both folded ends.
以下図面を参照して本発明の詳細な説明するが、第1図
は本発明の一実施例の橋脚梁点検補修足場のトラス状足
場本体の要部正面図、第2図は第1図の平面図、第3図
は第2図のC−C方向の側断面図、第4図は第1図の橋
脚梁をまたぐハンガー材の拡大側面図、第5図は第1図
の足場を積載したトラックの側面図、第6図は第5図の
トラックの背面図、第7図は第6図のトラックから橋脚
梁に足場を取付ける状態を示す正面図、第8図は第7図
の平面図である。The present invention will be described in detail below with reference to the drawings. FIG. 1 is a front view of the main part of a truss-shaped scaffold main body of a bridge pier inspection and repair scaffold according to an embodiment of the present invention, and FIG. Plan view, Figure 3 is a side sectional view taken along the line C-C in Figure 2, Figure 4 is an enlarged side view of the hanger material that straddles the bridge pier in Figure 1, and Figure 5 is loaded with the scaffolding in Figure 1. Fig. 6 is a rear view of the truck shown in Fig. 5, Fig. 7 is a front view showing how the scaffolding is attached to the pier from the truck shown in Fig. 6, and Fig. 8 is a plan view of the truck shown in Fig. 7. It is a diagram.
まず、この足場を構成するトラス状足場本体IOは、第
1図に示すごとく、その両端部がヒンジ11を介して第
2図の2点鎖線の状態に、それぞれ矢印R方向に折りた
たみ可能に形成されている。First, as shown in FIG. 1, the truss-shaped scaffold main body IO constituting this scaffold is formed so that its both ends can be folded in the direction of arrow R, as shown by the two-dot chain line in FIG. 2, via hinges 11. has been done.
また、橋脚梁1に対しては、第4図に示すごとき橋脚梁
】をまたぐ横梁ハンガー材12Aとその両側に直角に取
付けた縦材12Bとからなるハンガー材12に、取付金
具13により第3図のごとく上記トラス状足場本体lO
を取付可能になっている。In addition, for the pier 1, a hanger material 12 consisting of a cross beam hanger material 12A that straddles the bridge pier as shown in FIG. As shown in the figure, the above truss-shaped scaffold body lO
can be installed.
さらに、このトラス状足場本体10には、その全面に機
材落下防止用の金網14が張られており、またその上部
の外周には手すり15を差し込み、ボルトで固定してい
る。Further, this truss-shaped scaffold main body 10 is covered with a wire mesh 14 for preventing falling equipment, and a handrail 15 is inserted into the outer periphery of the upper part and fixed with bolts.
また、第2図に示すごとく、このトラス状足場本体10
と橋脚梁1との間の隙間には、折りたたみ式になった落
下物防止板16を設けており、足場組立後には第2図の
ごとくこの落下物防止vi16を開いている。Moreover, as shown in FIG. 2, this truss-shaped scaffold main body 10
A collapsible falling object prevention plate 16 is provided in the gap between the scaffold and the pier 1, and after the scaffolding is assembled, the falling object prevention plate 16 is opened as shown in Fig. 2.
以上の構成からなる本発明の橋脚梁点検補修足場20は
、第5図及び第6図のごとく折りたたんだ状態でトラッ
ク21の荷台に2個ずつ積載して道路23を運搬され、
第7図及び第8図の実線に示すごとく、橋脚梁1直下の
!!23上のトラック21のクレーンブーム22に吊り
下げた状態で、橋脚梁1をまたいだ上記ハンガー材12
の一方の縦材12Bの取付金物13に取付けられ、折り
たたんだ両端部を開き、そして落下防止板16を開き、
手すり15も取付けて橋脚梁1の片側の足場の取付及び
組立ができる。The bridge pier inspection and repair scaffolding 20 of the present invention having the above configuration is transported along the road 23 by being loaded two by two on the bed of a truck 21 in a folded state as shown in FIGS. 5 and 6.
As shown by the solid line in Figures 7 and 8, directly below the pier 1! ! The hanger material 12 straddles the pier 1 while being suspended from the crane boom 22 of the truck 21 on the 23
is attached to the mounting hardware 13 of one of the vertical members 12B, opens both folded ends, and opens the fall prevention plate 16.
The handrail 15 is also attached, and the scaffolding on one side of the pier 1 can be attached and assembled.
その後、上記トラック21を第7図及び第8図の2点鎖
線のごとく中央分離帯24をはさんだ反対側の道lB2
3を移動させ、もう1個の橋脚梁点検補修足場20を橋
脚梁1の他方側に対して取付は及び組立ることになる。Thereafter, the truck 21 is moved to the road lB2 on the opposite side of the median strip 24 as indicated by the two-dot chain line in FIGS. 7 and 8.
3 is moved, and another pier inspection and repair scaffold 20 is attached and assembled to the other side of the pier 1.
以上のごとく、第7図に示す橋脚梁】の全長番こ沿って
組付けられた橋脚粱点検補修足場2゜により、橋脚梁1
及びその上部のコンクリート床版19をのせる鋼桁2、
橋脚梁1と鋼桁2との間に介設する沓3、ならびに鋼桁
2同志をっなく第9図に示す伸縮装置4などの点検補修
を行なうことができる。As described above, the pier 1
and a steel girder 2 on which the concrete slab 19 is placed on top of it,
It is possible to inspect and repair the shoe 3 interposed between the pier 1 and the steel girder 2, as well as the expansion and contraction device 4 shown in FIG.
なお、第4図に示すごとく、ハンガー材12に対して取
付金具13はボルトで取付けており、その取付位置を変
えることにより、この橋脚梁点検補修足場20の橋脚梁
1に対する取付は高さを調整可能にしている。As shown in FIG. 4, the mounting bracket 13 is attached to the hanger material 12 with bolts, and by changing the mounting position, the height of the pier inspection and repair scaffold 20 to the pier 1 can be reduced. It is adjustable.
以上に説明したごとく、本発明の橋脚梁点検補修足場に
よれば、その足場の橋lll梁に対する取付は組立作業
時間が著しく低減し、従来の足場バイブをチェーンで吊
り下げる方式の足場組付は作業が約5時間要していたの
に対し、本発明の足場では2時間半位で組立作業が完了
するので作業能率が高まり、作業コストが滅じ、さらに
その下部道路の交通規制時間が減じるので、通過車の迷
惑を低減できるという効果がある。As explained above, according to the bridge pier beam inspection and repair scaffold of the present invention, the assembly work time for installing the scaffold on the bridge beam is significantly reduced, and the scaffold assembly using the conventional method of suspending the scaffolding vibrator with a chain is significantly reduced. The work used to take about 5 hours, but with the scaffolding of the present invention, the assembly work can be completed in about 2 and a half hours, increasing work efficiency, reducing work costs, and further reducing the time required for traffic control on the underlying road. This has the effect of reducing nuisance to passing vehicles.
また、足場の組立に熟練者が不要で、しかも作業中に機
材を下部道路上に落下する事故も防止でき、安全性の向
上をはかる上でも有効である。In addition, no skilled person is required to assemble the scaffolding, and it is also possible to prevent accidents in which equipment falls onto the road below during work, which is effective in improving safety.
第1図は本発明の一実施例の橋脚梁点検補修足場のトラ
ス状足場本体の要部正面図、第2図は第1図の平面図、
第3図は第2図のC−C方向の側断面図、第4図は第1
図の橋脚梁をまたぐハンガー材の拡大側面図、第5図は
第1図の足場を積載したトラックの側面図、第6図は第
5図のトラックの背面図、第7図は第6図のトラックか
ら橋脚梁に足場を取付ける状態を示す正面図、第8図は
第7図の平面図、第9図は従来例の橋脚梁の点検補修用
足場の概略側面図である。
1・・・橋脚梁、10・・・トラス状足場本体、11・
・・ヒンジ、12・・・ハンガー材、12A・・・横梁
ハンガー材、12B・・・縦材、13・・・取付金具。FIG. 1 is a front view of the main part of a truss-like scaffolding body of a bridge pier inspection and repair scaffold according to an embodiment of the present invention, and FIG. 2 is a plan view of FIG. 1.
Figure 3 is a side sectional view taken along the line C-C in Figure 2, and Figure 4 is a cross-sectional view of Figure 1.
Figure 5 is a side view of the truck loaded with the scaffolding shown in Figure 1, Figure 6 is a rear view of the truck in Figure 5, Figure 7 is Figure 6. 8 is a plan view of FIG. 7, and FIG. 9 is a schematic side view of a conventional scaffold for inspection and repair of a pier. 1... Pier beam, 10... Truss-shaped scaffolding body, 11.
... Hinge, 12... Hanger material, 12A... Horizontal beam hanger material, 12B... Vertical member, 13... Mounting metal fittings.
Claims (1)
付可能なトラス状足場本体の両端部が折りたたみ可能に
形成された橋脚梁点検補修足場。A pier inspection and repair scaffold that has a truss-like scaffolding body that can be attached to a torii-shaped or U-shaped hanger that straddles the pier, with both ends foldable.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9023990A JP2824684B2 (en) | 1990-04-06 | 1990-04-06 | Bridge pier inspection and repair scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9023990A JP2824684B2 (en) | 1990-04-06 | 1990-04-06 | Bridge pier inspection and repair scaffold |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03290513A true JPH03290513A (en) | 1991-12-20 |
JP2824684B2 JP2824684B2 (en) | 1998-11-11 |
Family
ID=13992944
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9023990A Expired - Fee Related JP2824684B2 (en) | 1990-04-06 | 1990-04-06 | Bridge pier inspection and repair scaffold |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2824684B2 (en) |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7989133B2 (en) | 2006-04-17 | 2011-08-02 | Ricoh Company, Ltd. | Fixing liquid, fixing device using the fixing liquid, and image forming apparatus comprising the fixing device |
US8014715B2 (en) | 2008-06-30 | 2011-09-06 | Ricoh Company, Ltd. | Fixing apparatus using fixing solution and image forming apparatus including the fixing apparatus |
US8165514B2 (en) | 2007-06-29 | 2012-04-24 | Ricoh Company, Limited | Fixing device, and image forming method and image forming apparatus using the same |
US8452221B2 (en) | 2008-11-18 | 2013-05-28 | Ricoh Company, Ltd. | Fixation fluid, fixation method, image forming method, fixation device, and image forming apparatus |
US8463171B2 (en) | 2009-07-01 | 2013-06-11 | Ricoh Company, Ltd. | Fixing solution, fixing method, fixing device, image forming method and image forming apparatus |
US8472852B2 (en) | 2010-03-09 | 2013-06-25 | Ricoh Company, Ltd. | Fixing device and image forming apparatus |
US8494427B2 (en) | 2010-05-07 | 2013-07-23 | Ricoh Company, Ltd. | Fixing device, image forming apparatus, and fixing method |
US8663888B2 (en) | 2009-12-21 | 2014-03-04 | Ricoh Company, Ltd. | Toner |
US8663893B2 (en) | 2009-07-01 | 2014-03-04 | Ricoh Company, Ltd. | Fixing solution, fixing method, fixing device, image forming method and image forming apparatus |
US8699933B2 (en) | 2009-02-13 | 2014-04-15 | Ricoh Company, Ltd. | Fixation device, image forming apparatus, and fixation fluid storage container |
US8874019B2 (en) | 2012-02-02 | 2014-10-28 | Konica Minolta Business Technologies, Inc. | Image forming method |
CN111827137A (en) * | 2019-04-16 | 2020-10-27 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Can realize pin-connected panel building structure of quick construction |
-
1990
- 1990-04-06 JP JP9023990A patent/JP2824684B2/en not_active Expired - Fee Related
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7989133B2 (en) | 2006-04-17 | 2011-08-02 | Ricoh Company, Ltd. | Fixing liquid, fixing device using the fixing liquid, and image forming apparatus comprising the fixing device |
US8165514B2 (en) | 2007-06-29 | 2012-04-24 | Ricoh Company, Limited | Fixing device, and image forming method and image forming apparatus using the same |
US8014715B2 (en) | 2008-06-30 | 2011-09-06 | Ricoh Company, Ltd. | Fixing apparatus using fixing solution and image forming apparatus including the fixing apparatus |
US8452221B2 (en) | 2008-11-18 | 2013-05-28 | Ricoh Company, Ltd. | Fixation fluid, fixation method, image forming method, fixation device, and image forming apparatus |
US8699933B2 (en) | 2009-02-13 | 2014-04-15 | Ricoh Company, Ltd. | Fixation device, image forming apparatus, and fixation fluid storage container |
US8663893B2 (en) | 2009-07-01 | 2014-03-04 | Ricoh Company, Ltd. | Fixing solution, fixing method, fixing device, image forming method and image forming apparatus |
US8463171B2 (en) | 2009-07-01 | 2013-06-11 | Ricoh Company, Ltd. | Fixing solution, fixing method, fixing device, image forming method and image forming apparatus |
US8663888B2 (en) | 2009-12-21 | 2014-03-04 | Ricoh Company, Ltd. | Toner |
US8472852B2 (en) | 2010-03-09 | 2013-06-25 | Ricoh Company, Ltd. | Fixing device and image forming apparatus |
US8494427B2 (en) | 2010-05-07 | 2013-07-23 | Ricoh Company, Ltd. | Fixing device, image forming apparatus, and fixing method |
US8874019B2 (en) | 2012-02-02 | 2014-10-28 | Konica Minolta Business Technologies, Inc. | Image forming method |
CN111827137A (en) * | 2019-04-16 | 2020-10-27 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Can realize pin-connected panel building structure of quick construction |
CN111827137B (en) * | 2019-04-16 | 2021-11-05 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Can realize pin-connected panel building structure of quick construction |
Also Published As
Publication number | Publication date |
---|---|
JP2824684B2 (en) | 1998-11-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP6004353B2 (en) | Replacement method of concrete floor slab for elevated road | |
JPH03290513A (en) | Scaffolding for checking and repairing bridge pier beam | |
JP5097313B2 (en) | Suspended scaffold and its installation method | |
JP3841958B2 (en) | Replacement method of concrete bridge to steel bridge | |
JPH09195228A (en) | Build-up trestle for bridge pier reinforcing work and its using method | |
US5014381A (en) | Rolling platform assembly | |
JP4051584B2 (en) | Apparatus and method for supporting and supporting heavy loads for work at height | |
JP3225933U (en) | Railing-mounted scaffolding and its scaffolding support | |
JPH0312172B2 (en) | ||
JP2000178922A (en) | Erection method and device for extension girder | |
US20080124170A1 (en) | Temporary Roadway | |
JP4098581B2 (en) | Overpass bridge construction method | |
JP3082851B2 (en) | Construction method of sound absorbing scaffold under viaduct | |
JP3100574B2 (en) | Suspended scaffold and its erection method | |
JPS597368Y2 (en) | Prefabricated protective frame around the pier | |
JP4673699B2 (en) | Bridge construction method, bridge superstructure and deployment device | |
JPS5934571Y2 (en) | Hanging hardware for temporary protective floors in elevated road construction, etc. | |
JP2729781B2 (en) | Viaduct with permanent scaffold | |
JPH08184179A (en) | Side surface protecting wall assembling method for suspended scaffold and side surface protecting panel therefor | |
CN218843785U (en) | Overhanging type discharging platform | |
JPS60258311A (en) | Construction of high structure | |
JPH0634465Y2 (en) | Simple PC panel | |
KR0171484B1 (en) | Mobile scaffolding for installing the upper slab formwork on the bridge | |
JPH09177311A (en) | Elevated bridge having permanent scaffolding | |
JPH0428367Y2 (en) |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |