JP2000282413A - Launching machine with deflection eliminator - Google Patents
Launching machine with deflection eliminatorInfo
- Publication number
- JP2000282413A JP2000282413A JP11091414A JP9141499A JP2000282413A JP 2000282413 A JP2000282413 A JP 2000282413A JP 11091414 A JP11091414 A JP 11091414A JP 9141499 A JP9141499 A JP 9141499A JP 2000282413 A JP2000282413 A JP 2000282413A
- Authority
- JP
- Japan
- Prior art keywords
- hand
- rolling machine
- bridge girder
- tip
- launching machine
- 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.)
- Pending
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、鋼製橋桁の送り出
し架設工法において、橋桁の押し出し架設時に使用する
撓み解消装置付手延べ機に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hand-rolling machine equipped with a bending eliminator for use in extruding a bridge girder in a method of erection and construction of a steel bridge girder.
【0002】[0002]
【従来の技術】従来、鋼製橋桁の送り出し架設工法にお
いては、図4に示すように鋼製の橋桁Gを前方に押し出
して橋脚B上に架設するが、橋桁Gの送り出しは、橋台
の背後に設けられた製作台上で数十メートルの単位で地
組立(完成前に別のスペースで組立てること)された橋
桁Gを橋桁Gの先端に手延べ機Aを連結し、かつ橋脚B
に図4に示すような仮の支持装置C(図5)、例えばH
鋼など適宜の支持台上のすべり材Dに橋桁を載せて、橋
桁Gを押すことにより橋桁を支持台上で摺動させ乍ら押
し出していた。2. Description of the Related Art Conventionally, in a method of erection of a steel bridge girder, as shown in FIG. 4, a steel bridge girder G is pushed forward and erected on a pier B. The bridge girder G, which has been ground assembled (assembled in another space before completion) in units of several tens of meters, on a production table provided in
A temporary support device C (FIG. 5) as shown in FIG.
A bridge girder is placed on a sliding material D on a suitable support such as steel, and the bridge girder is pushed by pushing the bridge girder while sliding the bridge girder on the support.
【0003】従来、このような手延べ機による送り出し
架設時における手延べ機先端の撓みについては、送り出
ヤード上でのジャッキアップ、手延べ機取付け角度の調
整によって行っている。Conventionally, the bending of the tip of the hand-rolling machine at the time of feeding and erection by such a hand-rolling machine has been carried out by jacking up the feeding yard and adjusting the mounting angle of the hand-rolling machine.
【0004】ジャッキアップ反力が大きくなると、設備
が大きくなり、設備設置や撤去の作業性が悪化し、ジャ
ッキアップ・ダウン時の作業の安全性確保も難しくな
る。また、手延べ機取付け角度の調整についても、角度
が大きくなると取付け部の応力集中、送り出し時の形状
管理について多くの問題が発生する。When the jack-up reaction force increases, the equipment becomes larger, the workability of installing and removing the equipment deteriorates, and it becomes difficult to ensure the safety of the work when jacking up and down. Also, regarding the adjustment of the mounting angle of the hand-rolling machine, when the angle is large, many problems occur in stress concentration at the mounting portion and shape management at the time of feeding.
【0005】[0005]
【発明が解決しようとする課題】上に述べた手延べ機A
による送り出し架設において、手延べ機Aの先端におけ
るたわみの調整を極力少なくし、設備を簡略化すること
により、1)架設作業の効率化、2)工程の短縮化、及
び3)ジャッキアップ・ダウン等の作業を減じ、安全性
の確保を可能にする手延べ機を提供することを課題とす
る。SUMMARY OF THE INVENTION The above-described hand-rolling machine A
In the erection work by the above, the adjustment of the deflection at the tip of the hand-rolling machine A is reduced as much as possible and the equipment is simplified, thereby improving the efficiency of the erection work, 2) shortening the process, and 3) jacking up and down. It is an object of the present invention to provide a hand-rolling machine that can reduce the operations such as operations and ensure safety.
【0006】[0006]
【課題を解決するための手段】製作台上で造られた橋桁
を離間した橋脚上に架け渡すための橋桁先端に連結構で
連結された手延べ機において、手延べ機の中間部にヒン
ジ部を設けて屈曲可能にし、該ヒンジ部の下部に伸長ジ
ャッキを設けて手延べ機に撓みが生じた際に、該伸長ジ
ャッキで手延べ機の先端を持ち上げ得るようにした。[MEANS FOR SOLVING THE PROBLEMS] In a hand-rolling machine connected by a connecting structure to a bridge girder tip for bridging a bridge girder made on a production stand on a pier which is spaced apart, a hinge portion is provided at an intermediate portion of the hand-rolling machine. The extension jack is provided at the lower part of the hinge part so that the tip of the hand tool can be lifted by the extension jack when the hand tool is bent.
【0007】[0007]
【発明の実施の形態】本発明を要約すると、トラス構造
又はI型鋼で構成される手延べ機本体と、手延べ機本体
の中間部に設けた手延機の撓み調整用のジャッキ設備と
からなっている。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention can be summarized as follows: a hand-rolling machine main body made of a truss structure or I-shaped steel, and a jack equipment provided at an intermediate portion of the hand-rolling machine main body for adjusting the deflection of the hand rolling machine. Has become.
【0008】図2は通常の手延べ機Aを示し、製作台1
上で橋桁Gは造られる。橋桁Gが出来上ると、その先端
に箱状をした連結構2をボルト等で固着し、これを介し
トラス構造(又はH型鋼)の手延べ機Aをボルト締めで
連結する。FIG. 2 shows a normal hand-rolling machine A,
Above the bridge girder G is built. When the bridge girder G is completed, a box-shaped connecting structure 2 is fixed to the tip of the bridge girder with bolts or the like, and a truss structure (or H-shaped steel) hand-rolling machine A is connected thereto by bolting.
【0009】図2の状態で、橋桁Gはその下部先端に設
けた送り出し装置3と後部に設けた台車4上に載ってい
る。送り出し装置3には図3に示す如く、橋桁Gの支承
部5を有し、この支承部5がジャッキ装置6により前方
に送られて前進する。このとき後方の台車4(図2)は
その送りに追従して前方に移動する。そして所定距離送
られると、昇降装置7を上げて橋桁Gをこの上に置き支
持する。かくして、尺取り虫の態様で前方に送られる。In the state shown in FIG. 2, the bridge girder G rests on a delivery device 3 provided at the lower end and a carriage 4 provided at the rear. As shown in FIG. 3, the delivery device 3 has a support 5 for the bridge girder G. The support 5 is sent forward by the jack device 6 and moves forward. At this time, the rear bogie 4 (FIG. 2) moves forward following the feed. Then, when fed by a predetermined distance, the lifting device 7 is raised to place and support the bridge girder G thereon. Thus, it is sent forward in the form of a scale insect.
【0010】しかし、図1の如く手延べ機Aの撓みが大
きい場合には、その撓みの調整が必要である。本発明は
この調整可能な手延べ機にその特徴を有するものであ
る。図1で8は手延べ機Aの中間部に設けたヒンジ部で
ある。9はこのヒンジ部8に設けた伸長ジャッキであ
る。伸長ジャッキ9にはロッド10(図1(b))があり、
これが伸長すると、手延べ機Aの先端部を上昇してヒン
ジ部8のまわりに持上げ、撓みを解消できるようになっ
ている。However, if the bending of the hand-rolling machine A is large as shown in FIG. 1, it is necessary to adjust the bending. The present invention features this adjustable handroller. In FIG. 1, reference numeral 8 denotes a hinge provided at an intermediate portion of the hand-rolling machine A. Reference numeral 9 denotes an extension jack provided on the hinge portion 8. The extension jack 9 has a rod 10 (FIG. 1B),
When this is extended, the leading end of the hand-rolling machine A is lifted up and lifted around the hinge portion 8 so that the bending can be eliminated.
【0011】かくして手延べ機Aの先端が前方の橋脚B
上に載ったならば、送り出し装置3を作動させて逐次前
進させ、橋桁Gを離間した橋桁Bとの間に架け渡すこと
ができる。なお図示しないが、送り出し装置3あるいは
伸長ジャッキ9を作動させるための油圧は適宜配管し、
地上に設けた油圧装置と結ぶものとする。[0011] Thus, the tip end of the hand-rolling machine A is the pier B in front.
If the bridge girder is placed on the bridge girder, the delivery device 3 can be operated to sequentially move the bridge girder, and the bridge girder G can be bridged between the bridge girder B and the bridge girder B. Although not shown, hydraulic pressure for operating the delivery device 3 or the extension jack 9 is appropriately piped,
It shall be connected to a hydraulic device provided on the ground.
【0012】[0012]
【発明の効果】(1)送り出し装置3の部分では、送り
出し装置3による送り操作のみで、この部分でのジャッ
キアップ設備を省略できるので、作業工程の簡略化を図
ることができる。 (2)架設時における手延べ機Aの形状管理の手間が省
けるので、これ又作業工程の簡略化を図ることができ
る。(1) In the portion of the feeding device 3, the jack-up equipment in this portion can be omitted only by the feeding operation by the feeding device 3, so that the working process can be simplified. (2) Since the trouble of managing the shape of the hand-rolling machine A at the time of erection can be omitted, the working process can be simplified.
【図1】本発明に係る手延べ機。FIG. 1 shows a hand-rolling machine according to the present invention.
【図2】通常の手延べ機。FIG. 2 is an ordinary hand-rolling machine.
【図3】送り出し装置の詳細図。FIG. 3 is a detailed view of a delivery device.
【図4】公知手延べ機による架橋時の状態を示す。FIG. 4 shows a state at the time of crosslinking by a known hand-rolling machine.
【図5】橋脚上の支持装置を示す。FIG. 5 shows a support device on a pier.
A 手延べ機 B 橋脚 C 支持装置 G 橋桁 1 製作台 2 連結構 3 送り出し装置 4 台車 5 支承部 6 ジャッキ装置 7 昇降装置 8 ヒンジ部 9 伸長ジャッキ 10 ロッド Reference Signs List A Hand rolling machine B Bridge pier C Support device G Bridge girder 1 Production stand 2 Connecting structure 3 Feeding device 4 Dolly 5 Bearing 6 Jack device 7 Lifting device 8 Hinge 9 Extension jack 10 Rod
─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成11年4月6日(1999.4.6)[Submission date] April 6, 1999 (1999.4.6)
【手続補正1】[Procedure amendment 1]
【補正対象書類名】図面[Document name to be amended] Drawing
【補正対象項目名】全図[Correction target item name] All figures
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【図1】 FIG.
【図2】 FIG. 2
【図3】 FIG. 3
【図4】 FIG. 4
【図5】 FIG. 5
Claims (1)
上に架け渡すための橋桁先端に連結構で連結された手延
べ機において、手延べ機の中間部にヒンジ部を設けて屈
曲可能にし、該ヒンジ部の下部に伸長ジャッキを設けて
手延べ機に撓みが生じた際に、該伸長ジャッキで手延べ
機の先端を持ち上げ得るようにしたことを特徴とする撓
み解消装置付手延べ機。1. A hand-rolling machine connected by a connecting structure to a tip of a bridge girder for bridging a bridge girder made on a production stand on a pier that is spaced apart, and a hinge portion is provided at an intermediate portion of the hand-rolling machine to bend. A hand with a bending eliminator, wherein an extension jack is provided at a lower portion of the hinge portion so that the tip of the hand tool can be lifted by the extension jack when the hand tool is bent. Total machine.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11091414A JP2000282413A (en) | 1999-03-31 | 1999-03-31 | Launching machine with deflection eliminator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11091414A JP2000282413A (en) | 1999-03-31 | 1999-03-31 | Launching machine with deflection eliminator |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000282413A true JP2000282413A (en) | 2000-10-10 |
Family
ID=14025730
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11091414A Pending JP2000282413A (en) | 1999-03-31 | 1999-03-31 | Launching machine with deflection eliminator |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000282413A (en) |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101831877A (en) * | 2010-04-29 | 2010-09-15 | 郑州市华中建机有限公司 | Beam manufacturing machine |
CN102619174A (en) * | 2012-03-20 | 2012-08-01 | 中铁四局集团钢结构有限公司 | Large-span continuous steel truss girder arch pushing device |
JP2014047525A (en) * | 2012-08-31 | 2014-03-17 | Hitachi Ltd | Method for erecting bridge between building ridges |
CN104929055A (en) * | 2015-06-17 | 2015-09-23 | 中建钢构有限公司 | Auxiliary moving device and method for pushing construction of bridge |
JP2018017067A (en) * | 2016-07-29 | 2018-02-01 | 川田工業株式会社 | Sending-out/installing manual extender |
CN107841957A (en) * | 2017-12-25 | 2018-03-27 | 中铁二局第五工程有限公司 | A kind of large-tonnage steel box beam thrustor, pushing tow system and pushing method |
CN108547224A (en) * | 2018-04-03 | 2018-09-18 | 中建三局第建设工程有限责任公司 | Short platform box beam push construction method |
CN108729357A (en) * | 2018-06-25 | 2018-11-02 | 中交路桥建设有限公司 | An a kind of high position based on incremental launching method falls beam method |
JP2018178572A (en) * | 2017-04-14 | 2018-11-15 | Jfeエンジニアリング株式会社 | Launching method |
CN110593117A (en) * | 2019-09-27 | 2019-12-20 | 宁波大学 | Steel box girder installation system and construction method thereof |
CN110644377A (en) * | 2019-09-30 | 2020-01-03 | 中铁二院工程集团有限责任公司 | Roller type beam body pushing construction device |
CN112575692A (en) * | 2020-12-12 | 2021-03-30 | 同济大学 | Connecting rod type continuous pushing equipment |
CN112942138A (en) * | 2021-01-14 | 2021-06-11 | 中铁七局集团武汉工程有限公司 | High-precision walking pushing equipment |
CN112942139A (en) * | 2021-01-14 | 2021-06-11 | 中铁七局集团武汉工程有限公司 | Steel box girder construction method |
CN113718653A (en) * | 2021-08-24 | 2021-11-30 | 武汉精杰重型工程有限公司 | Pushing construction method for curved beam |
-
1999
- 1999-03-31 JP JP11091414A patent/JP2000282413A/en active Pending
Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101831877A (en) * | 2010-04-29 | 2010-09-15 | 郑州市华中建机有限公司 | Beam manufacturing machine |
CN102619174A (en) * | 2012-03-20 | 2012-08-01 | 中铁四局集团钢结构有限公司 | Large-span continuous steel truss girder arch pushing device |
CN102619174B (en) * | 2012-03-20 | 2014-05-28 | 中铁四局集团钢结构有限公司 | Large-span continuous steel truss girder arch pushing device |
JP2014047525A (en) * | 2012-08-31 | 2014-03-17 | Hitachi Ltd | Method for erecting bridge between building ridges |
CN104929055A (en) * | 2015-06-17 | 2015-09-23 | 中建钢构有限公司 | Auxiliary moving device and method for pushing construction of bridge |
JP2018017067A (en) * | 2016-07-29 | 2018-02-01 | 川田工業株式会社 | Sending-out/installing manual extender |
JP2018178572A (en) * | 2017-04-14 | 2018-11-15 | Jfeエンジニアリング株式会社 | Launching method |
CN107841957A (en) * | 2017-12-25 | 2018-03-27 | 中铁二局第五工程有限公司 | A kind of large-tonnage steel box beam thrustor, pushing tow system and pushing method |
CN108547224A (en) * | 2018-04-03 | 2018-09-18 | 中建三局第建设工程有限责任公司 | Short platform box beam push construction method |
CN108729357A (en) * | 2018-06-25 | 2018-11-02 | 中交路桥建设有限公司 | An a kind of high position based on incremental launching method falls beam method |
CN110593117A (en) * | 2019-09-27 | 2019-12-20 | 宁波大学 | Steel box girder installation system and construction method thereof |
CN110644377A (en) * | 2019-09-30 | 2020-01-03 | 中铁二院工程集团有限责任公司 | Roller type beam body pushing construction device |
CN110644377B (en) * | 2019-09-30 | 2021-01-12 | 中铁二院工程集团有限责任公司 | Roller type beam body pushing construction device |
CN112575692A (en) * | 2020-12-12 | 2021-03-30 | 同济大学 | Connecting rod type continuous pushing equipment |
CN112575692B (en) * | 2020-12-12 | 2022-02-18 | 同济大学 | Connecting rod type continuous pushing equipment |
CN112942138A (en) * | 2021-01-14 | 2021-06-11 | 中铁七局集团武汉工程有限公司 | High-precision walking pushing equipment |
CN112942139A (en) * | 2021-01-14 | 2021-06-11 | 中铁七局集团武汉工程有限公司 | Steel box girder construction method |
CN113718653A (en) * | 2021-08-24 | 2021-11-30 | 武汉精杰重型工程有限公司 | Pushing construction method for curved beam |
CN113718653B (en) * | 2021-08-24 | 2023-03-14 | 武汉精杰重型工程有限公司 | Pushing construction method for curved beam |
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