JPS60126408A - Support apparatus of heavy article such as bridge beam - Google Patents

Support apparatus of heavy article such as bridge beam

Info

Publication number
JPS60126408A
JPS60126408A JP23264983A JP23264983A JPS60126408A JP S60126408 A JPS60126408 A JP S60126408A JP 23264983 A JP23264983 A JP 23264983A JP 23264983 A JP23264983 A JP 23264983A JP S60126408 A JPS60126408 A JP S60126408A
Authority
JP
Japan
Prior art keywords
support device
bridge girder
hoses
pedestal
unit plates
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
Application number
JP23264983A
Other languages
Japanese (ja)
Other versions
JPH03882B2 (en
Inventor
頴川 一之
良一 滝井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
OOTAKI JIYATSUKI KK
OTAKI JIYATSUKI KK
YOKOKAWA KOJI KK
YOKOKAWA KOUJI KK
Original Assignee
OOTAKI JIYATSUKI KK
OTAKI JIYATSUKI KK
YOKOKAWA KOJI KK
YOKOKAWA KOUJI KK
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 OOTAKI JIYATSUKI KK, OTAKI JIYATSUKI KK, YOKOKAWA KOJI KK, YOKOKAWA KOUJI KK filed Critical OOTAKI JIYATSUKI KK
Priority to JP23264983A priority Critical patent/JPS60126408A/en
Publication of JPS60126408A publication Critical patent/JPS60126408A/en
Publication of JPH03882B2 publication Critical patent/JPH03882B2/ja
Granted legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、橋桁等の重量物を支持する装置に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for supporting heavy objects such as bridge girders.

本出願人の一人である大滝ジヤツキ株式会社は、橋桁等
の重量物を間欠的に移送する装置として、先に特公昭5
8−86685号を提案した。この−“移送装置は、油
圧ジヤツキのラム上端に受台を連1結した支持装置を備
え、該支持装置を機枠のベッド上にスライド可能に設置
し、且つ支持装置を油圧モータで回転するスクリューシ
ャフトに連繋させたもので、スクリューシャフトの回転
により同゛シャフトに沿って構造物を支持した支持装置
を移動させることにより構造物を移送するようにしたも
のである。
Otaki Jatsuki Co., Ltd., one of the applicants, developed a device for the intermittent transfer of heavy objects such as bridge girders.
No. 8-86685 was proposed. This "transfer device" is equipped with a support device in which a pedestal is connected to the upper end of the ram of a hydraulic jack, the support device is slidably installed on the bed of the machine frame, and the support device is rotated by a hydraulic motor. The structure is connected to a screw shaft, and the rotation of the screw shaft moves a support device that supports the structure along the shaft, thereby transporting the structure.

しかして、上記移送装置は従来装置に比べて移送作業性
を大幅に向上させたものであるが、その″゛支持装置に
は、まだ次のような問題点があることがわかった。
Although the transfer device described above has greatly improved transfer workability compared to conventional devices, it has been found that the "support device" still has the following problems.

すなわち第1図および第2図は橋桁等の重量物の移送装
置を示すもので、図中1は移送しようとする橋桁、Aは
この橋桁1の移送装置で、2は装置″型全体のベースフ
レーム、8はベースフレーム2の片側に設置し゛た固定
支持装置、Bはベースフレーム2の他側に設置した送り
装置で、4はそのベッド、5はベッド4上を移動できる
可動支持装置で、5aはその油圧ジヤツキ、5bは油圧
ジャツー゛キ5aによって上下する受台である。また6
は油圧ジヤツキ5aの下部を貫通すると共に、ベッド4
に対して回転自在に支持されたスクリューシャフトで、
このスクリューシャフト6はm圧モータ7によって駆動
され、スクリューシャフト6と螺゛合する伝達部材8を
介して可動支持装置5が第1図の矢印C,Dのように往
復動するようになっている。
In other words, Figures 1 and 2 show a device for transferring heavy objects such as a bridge girder. In the figure, 1 is the bridge girder to be transferred, A is the transfer device for this bridge girder 1, and 2 is the base of the entire device type. A frame, 8 is a fixed support device installed on one side of the base frame 2, B is a feeding device installed on the other side of the base frame 2, 4 is the bed, 5 is a movable support device that can be moved on the bed 4, 5a is a hydraulic jack, and 5b is a pedestal that is moved up and down by the hydraulic jack 5a.
penetrates the lower part of the hydraulic jack 5a, and the bed 4
The screw shaft is rotatably supported against the
This screw shaft 6 is driven by an m-pressure motor 7, and the movable support device 5 is reciprocated as shown by arrows C and D in FIG. 1 via a transmission member 8 that is threadedly engaged with the screw shaft 6. There is.

上記移送層Aによる橋桁lの移送作業は次のようにして
行われる。
The transfer work of the bridge girder I by the transfer layer A is performed as follows.

先ず、可動支持装置5の油圧ジヤツキ5aを伸張させ、
受台5bで橋桁1を固定支持装置3より上方へ持ち上げ
て支持する。次いで、スクリューシャフト6を回転させ
て可動支持装置5全体を矢印Cのように所定ストローク
移動させ、そのスト゛ローク分だけ橋桁lを移送する。
First, extend the hydraulic jack 5a of the movable support device 5,
The bridge girder 1 is lifted upward from the fixed support device 3 and supported by the cradle 5b. Next, the screw shaft 6 is rotated to move the entire movable support device 5 by a predetermined stroke as indicated by arrow C, and the bridge girder 1 is transferred by the stroke.

可動支持装置5が所定ストローク移動した後は、油圧ジ
ヤツキ5aを収縮させ、橋桁1を固定支持装置8に支持
させる。そして、スクリューシャフト6を逆回転させて
可動支持装置5を矢印5Dの方向へ移動させパて元の位
置まで戻す。以上の動作を繰り返すこと1により橋桁1
は間欠的に移送される。
After the movable support device 5 moves by a predetermined stroke, the hydraulic jack 5a is contracted and the bridge girder 1 is supported by the fixed support device 8. Then, the screw shaft 6 is reversely rotated to move the movable support device 5 in the direction of arrow 5D and return it to its original position. By repeating the above operations 1, the bridge girder 1
is transferred intermittently.

しかして、移送作業の進行に伴い支持装置i!7′3゜
5からの橋桁1の突出量が大きくなると、支持装置上に
載置された橋桁lに第2図に示すように撓□みを生じ、
その結果、支持袋N5の受台5bの上面と橋桁lの下面
との間に隙間Sが生じる。このため橋桁lが受台5bの
上面の両端の2点P0゜P、でのみ支持されることGこ
なるから、これら2点P1. P、に局部的に無理な力
がかかる結果、怜;1″材を損傷するおそれがあった。
As the transfer work progresses, the support device i! When the amount of protrusion of the bridge girder 1 from 7'3°5 increases, the bridge girder l placed on the support device flexes as shown in Fig. 2,
As a result, a gap S is created between the upper surface of the pedestal 5b of the support bag N5 and the lower surface of the bridge girder l. For this reason, the bridge girder l is supported only at the two points P0 and P1 at both ends of the upper surface of the pedestal 5b. As a result of applying excessive force locally to P, there was a risk of damaging the 1" material.

本発明は上述の問題点を解決するためなされたもので、
橋桁等の重量物の受面となる受台上面を橋桁等の重置物
の撓み形状に沿わせて変化させ、該受面と重量物とを均
一に接触させることを技術゛□的課題とし、重量物およ
び受台に無理な力かがからないようにして、その損傷を
防止するようにした橋桁等の重置物の支持装置を提供す
ることを目的とするものである。
The present invention was made to solve the above-mentioned problems.
The technical challenge is to change the upper surface of the pedestal, which serves as the receiving surface for heavy objects such as bridge girders, to match the deflection shape of heavy objects such as bridge girders, and to uniformly contact the receiving surface with the heavy object. It is an object of the present invention to provide a support device for a heavy object such as a bridge girder, which prevents damage to the heavy object by preventing excessive force from being applied to the heavy object and the pedestal.

上記技術的課題を達成するため本発明においてパ□(8
) は、重量物を受ける受台の上面に矩形状の四部を1設け
、この凹部内底部の対向する二辺間に袖数本の耐圧ホー
スを並列させて配置し、これらホース内に夫々空隙を残
して液を封入し、これらのホース上面に、複数枚の11
1位板をそれぞれホースと直交するように並列させてi
l!12rltすると共に、これらの各単位板を前記凹
部内に上下動自在に嵌合して、これらの各単位板の上面
により重量物を支承するように構成する。
In order to achieve the above technical problem, the present invention
) is provided with four rectangular parts on the top surface of the cradle for receiving heavy objects, and several pressure hoses with sleeves are arranged in parallel between the two opposing sides of the inner bottom of this recess, and a void is created in each of these hoses. The liquid is sealed leaving a
Place the first plates in parallel with each other perpendicular to the hose.
l! 12rlt, and each of these unit plates is fitted into the recess so as to be vertically movable, so that a heavy object is supported by the upper surface of each of these unit plates.

以下、本発明の実施例を第8図〜第5図によりIn説明
する。図中前記符号と同一の符号は同等のものを示す。
Embodiments of the present invention will be explained below with reference to FIGS. 8 to 5. In the figure, the same reference numerals as the above-mentioned reference numerals indicate equivalent parts.

本実施例の可動支持装置5は、第8図〜第5図に示すよ
うに、油圧ジヤツキ5aと、この油圧ジヤツキ5aのラ
ム50に連結された受台5bとか1らなっている。受台
5bは橋桁1等の重量物を受けるもので、上面に矩形状
の四部9が設けられている。この四部9は受台5bの上
面に枠10を固着することによって形成されており、こ
の四部9内の底部には枠IOの対向する二辺間に複数本
 −°□(本実施例では11本)の耐圧ホース11を並
べ1て配置する。
As shown in FIGS. 8 to 5, the movable support device 5 of this embodiment includes a hydraulic jack 5a and a pedestal 5b connected to a ram 50 of the hydraulic jack 5a. The pedestal 5b is for receiving a heavy object such as the bridge girder 1, and has four rectangular parts 9 provided on its upper surface. This four part 9 is formed by fixing a frame 10 to the upper surface of the pedestal 5b, and a plurality of -°□ (in this embodiment, 11 2) pressure hoses 11 are arranged side by side.

耐圧ホース11は重量物1の重量を間接的に受けるもの
で、損傷を防止するために、四部9の底面にテフロンゴ
ム製等の緩衝材12を介挿すると一゛よい。耐圧ホース
11内には1その空所断面積の2割程度の空隙を残して
油等の液体を封入してプラグ18により密閉する。前記
ホースll内の空隙は作動流体の流動に必要な自由度を
もたせるためのものである。プラグ18により密閉した
耐圧1′□ホース11の両端部は枠10の短辺側の側壁
を貫通して外方へ突出させ、その突出部はそれぞれカバ
ー14で覆う・ようにする。そして並設した各耐圧ホー
ス11は、それぞれ隣接するホースが互に接触するよう
にして、所定以上のホースの変形を□゛互に規制し合う
ようにする。
The pressure hose 11 indirectly bears the weight of the heavy object 1, and in order to prevent damage, it is best to insert a cushioning material 12 made of Teflon rubber or the like on the bottom of the four parts 9. Inside the pressure hose 11, a gap of about 20% of the cross-sectional area of the space is left, and a liquid such as oil is sealed therein and sealed with a plug 18. The void in the hose 11 is provided to provide the necessary degree of freedom for the flow of the working fluid. Both ends of the pressure-resistant 1'□ hose 11 sealed by a plug 18 penetrate the short side wall of the frame 10 and project outward, and the projecting parts are covered with a cover 14, respectively. The pressure-resistant hoses 11 arranged in parallel are arranged such that adjacent hoses are in contact with each other, so that deformation of the hoses beyond a predetermined level is mutually restricted.

またこれら耐圧ホース11の上面には、重置物の受板と
して複数枚1本実施例では9枚)の短冊形の単位板15
を、それぞれホース11と直交するように並列させて載
置すると共に、これらの各単位板15を前記枠lOの内
側に上下動自在に嵌1合して、これらの各単位板15の
上面により重量物を支承するようにする。
Further, on the upper surface of these pressure-resistant hoses 11, a plurality of rectangular unit plates 15 (one plate (9 plates in this embodiment)) are provided as receiving plates for heavy objects.
are placed in parallel so as to be orthogonal to the hose 11, and each of these unit plates 15 is fitted inside the frame 1O so as to be vertically movable, so that the upper surface of each of these unit plates 15 To support heavy objects.

すなわち各単位板】5の上面が枠10の上面より突出す
るようにする。また各巣位板15の間に・は、単位板1
5の上下動を案内すると共に各単位板15の傾きおよび
水平方向の移動を規制するガイド部材16を枠IOの長
辺側の内側に突設する。
That is, the upper surface of each unit plate 5 is made to protrude from the upper surface of the frame 10. Also, between each nest plate 15, there is a unit plate 1.
A guide member 16 that guides the vertical movement of the frame IO and restricts the inclination and horizontal movement of each unit plate 15 is provided protruding inside the long side of the frame IO.

つぎに上述のように構成した本発明装置の作用を説明す
る。
Next, the operation of the apparatus of the present invention constructed as described above will be explained.

本実施例の支持装置5は、その受台5bの受板である単
位板15上に橋桁等の重量物lを支持するものであるが
、重量物である橋桁lが第8図に示すように単位板15
上で撓んだ際には、その撓み形状に沿うように各単位板
16で構成される受”面が変化する。即ち、橋桁lが撓
むと、受板を構成する各単位板15にそれぞれ均等な荷
重を作用させるために、各耐圧ホース11内の作動流体
が流動し、耐圧ホース11の長さ方向における各部の変
形沈み量を変化させ、四部9の上面からめ各−゛単位板
15の突出量が、橋桁1の下面までの距離lに応じて変
化する。したがって各単位板15がそれぞれ橋桁lの下
面に当接する結果、全体の受面が橋桁1の撓み形状に沿
って受面と橋桁lとが均一に接触する。このため、本発
明によれば、橋桁等の構造物に無理な力がかかることが
なくなり、構造物の損傷を防止することができる。
The support device 5 of this embodiment supports a heavy object l such as a bridge girder on the unit plate 15 which is the receiving plate of the pedestal 5b. unit plate 15
When the bridge girder l is bent, the receiving surface made up of each unit plate 16 changes to follow the bent shape.In other words, when the bridge girder l is bent, each unit plate 15 making up the receiving plate changes. In order to apply an equal load, the working fluid in each pressure hose 11 flows, changing the amount of deformation and sinking of each part in the length direction of the pressure hose 11, and causing each unit plate 15 to The amount of protrusion changes depending on the distance l to the lower surface of the bridge girder 1. Therefore, each unit plate 15 comes into contact with the lower surface of the bridge girder l, so that the entire receiving surface conforms to the deflection shape of the bridge girder 1. The bridge girder 1 comes into uniform contact with the bridge girder 1. Therefore, according to the present invention, no excessive force is applied to the structure such as the bridge girder, and damage to the structure can be prevented.

また橋桁等の構造物と受台5b間の製作誤差等により生
ずる微少な凹凸に対しても、分割された各単位板15で
吸収することができるから、この1“。
Furthermore, minute irregularities caused by manufacturing errors between a structure such as a bridge girder and the pedestal 5b can be absorbed by each divided unit plate 15, so this 1".

凹凸による構造物の局部的損傷も、本発明によれば確実
に防止することができる。
Local damage to the structure due to unevenness can also be reliably prevented according to the present invention.

本発明装置は上述の通りであるから、この支持装置を第
1図に示した移送装置Aに装備すれば、前述I7た従来
装置の不具合を確実に解消すること°゛ができる。
Since the apparatus of the present invention is as described above, by equipping the transfer apparatus A shown in FIG. 1 with this support apparatus, it is possible to reliably eliminate the problems of the conventional apparatus mentioned in I7 above.

尚、第1図の固定支持装置8も構造物を支持するもので
あるから、この支持装置8にも本発明を適用すれば、同
様の効果を発揮することができる。
Incidentally, since the fixed support device 8 in FIG. 1 also supports a structure, if the present invention is applied to this support device 8, the same effect can be achieved.

上述の通りであるから本発明によれば、橋桁等−“の重
量物と支持装置の受面とを常に均一な圧力で1接触させ
ることができるから、構造物に無理な力がかからず構造
物の損傷を防止できるというすぐれた効果が得られる。
As described above, according to the present invention, the heavy object such as a bridge girder and the receiving surface of the support device can be brought into constant contact with uniform pressure, so that no undue force is applied to the structure. An excellent effect can be obtained in that damage to structures can be prevented.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の移送装置の一例を示す一部切欠正面図、 第2図はその作用説明図、 第8図は本発明の支持装置を示す縦断正面図、第4図は
同平面図、 第5図は第8図の■−■線による断面図である。 1・・・橋桁 A・・・移送装置 2・・・ベースフレーム 8・・・固定支持装置B・・
・送り装置 4・・・ベッド 5・・・可動支持装@ Sa・・・油圧ジヤツキ □5
b・・・受台 9・・・凹部 IO・・・枠 11・・・耐圧ホース 12・・・緩衝材 18・・・プラグ ■4・・・カバー 15・・・単位板 16・・・ガイド部材。
Fig. 1 is a partially cutaway front view showing an example of a conventional transfer device, Fig. 2 is an explanatory view of its operation, Fig. 8 is a longitudinal sectional front view showing the support device of the present invention, and Fig. 4 is a plan view thereof. FIG. 5 is a sectional view taken along the line ■-■ in FIG. 8. 1... Bridge girder A... Transfer device 2... Base frame 8... Fixed support device B...
・Feeding device 4...Bed 5...Movable support @Sa...Hydraulic jack □5
b... Rest 9... Recess IO... Frame 11... Pressure resistant hose 12... Cushioning material 18... Plug ■4... Cover 15... Unit plate 16... Guide Element.

Claims (1)

【特許請求の範囲】[Claims] 1 重量物を受ける受台の上面に矩形状の四部を設け、
この凹部内底部の対向する二辺間に・複数本の耐圧ホー
スを並列させて配置し、これらホース内に夫々空隙を残
して液体を封入し、これらのホース上面に、複数枚の単
位板をそれぞれホースと直交するように並列させて載置
すると共に、これらの各単位板を前記゛′□凹部内に上
下動自在に嵌合して、これらの各単位板の上面により重
量物を支承するようにした事を特徴とする橋桁等の重量
物の支持装置。
1. Four rectangular parts are provided on the top surface of the pedestal for receiving heavy objects,
A plurality of pressure-resistant hoses are arranged in parallel between two opposing sides of the inner bottom of this recess, a gap is left in each of these hoses to seal liquid, and a plurality of unit plates are placed on the top surface of these hoses. These unit plates are placed in parallel so as to be orthogonal to the hoses, and each of these unit plates is fitted into the recessed portion so as to be vertically movable, so that the upper surface of each of these unit plates supports a heavy object. A support device for heavy objects such as bridge girders, characterized by the following features:
JP23264983A 1983-12-12 1983-12-12 Support apparatus of heavy article such as bridge beam Granted JPS60126408A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23264983A JPS60126408A (en) 1983-12-12 1983-12-12 Support apparatus of heavy article such as bridge beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23264983A JPS60126408A (en) 1983-12-12 1983-12-12 Support apparatus of heavy article such as bridge beam

Publications (2)

Publication Number Publication Date
JPS60126408A true JPS60126408A (en) 1985-07-05
JPH03882B2 JPH03882B2 (en) 1991-01-09

Family

ID=16942599

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23264983A Granted JPS60126408A (en) 1983-12-12 1983-12-12 Support apparatus of heavy article such as bridge beam

Country Status (1)

Country Link
JP (1) JPS60126408A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002096904A (en) * 2000-09-21 2002-04-02 Okamura Corp Cargo transfer device
CN103205934A (en) * 2013-04-03 2013-07-17 同济大学 Active supporting walking type pushing construction deivce

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002096904A (en) * 2000-09-21 2002-04-02 Okamura Corp Cargo transfer device
CN103205934A (en) * 2013-04-03 2013-07-17 同济大学 Active supporting walking type pushing construction deivce

Also Published As

Publication number Publication date
JPH03882B2 (en) 1991-01-09

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