JPS62233312A - Running truck for moving mold frame apparatus - Google Patents
Running truck for moving mold frame apparatusInfo
- Publication number
- JPS62233312A JPS62233312A JP7759286A JP7759286A JPS62233312A JP S62233312 A JPS62233312 A JP S62233312A JP 7759286 A JP7759286 A JP 7759286A JP 7759286 A JP7759286 A JP 7759286A JP S62233312 A JPS62233312 A JP S62233312A
- Authority
- JP
- Japan
- Prior art keywords
- traveling
- rail
- formwork
- rails
- piers
- 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
- 238000009415 formwork Methods 0.000 claims description 42
- 238000010276 construction Methods 0.000 description 11
- 230000001105 regulatory effect Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 241000218642 Abies Species 0.000 description 1
- 241001342895 Chorus Species 0.000 description 1
- 235000004443 Ricinus communis Nutrition 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- HAORKNGNJCEJBX-UHFFFAOYSA-N cyprodinil Chemical compound N=1C(C)=CC(C2CC2)=NC=1NC1=CC=CC=C1 HAORKNGNJCEJBX-UHFFFAOYSA-N 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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】
〔産業上の利用分野〕
本発明は、鉄道、道路等の高架橋やアーチ橋のスラブコ
ンクリートやアーチコンクリートを連続的に打設する移
動式型枠を橋脚の径間方向に縦移動するための走行台車
に関するものである。[Detailed Description of the Invention] [Field of Industrial Application] The present invention provides a movable formwork for continuously pouring slab concrete and arch concrete for viaducts and arch bridges for railways, roads, etc. in the span direction of bridge piers. This relates to a traveling trolley for vertical movement.
状の構造物を連続的に構築する゛工事であるため、その
型枠施工においては、工事の省力化と能率化のヒから、
移動式型枠による工法が採用されるようになってきた。Since this is a construction project in which a shaped structure is constructed continuously, the construction of the formwork requires a number of methods to save labor and improve efficiency.
Construction methods using mobile formwork have begun to be adopted.
しかし、その工法の多くは、型枠の移動に大型なりレー
ンを使用するものであるため、クレーンの設置や移動の
ために広い専用敷地を要し、経費も増大するという問題
がある。また、山間部や橋脚が非常に高い場合には、大
型クレーンの設置が極めて困難となるので、移動式によ
る型枠工法が適用できないという状況であった。However, most of these construction methods involve the use of large lanes to move the formwork, so there is a problem in that a large dedicated site is required for installing and moving the crane, which increases costs. Additionally, in mountainous areas or when the piers are very high, it would be extremely difficult to install a large crane, making it impossible to use mobile formwork construction methods.
本発明者は、この種移動式型枠工法における問題点を解
決するため、特開昭５８−９４５０４号、特願昭６１−
２５４９５号のような走行移動式型枠による工法の開発
を進めてきた。それで、このような型枠の走行移動方式
においては、高架橋の「１１方向に走行移動（ＷＩ移動
）させた型枠を高架橋の長さ方向へ走行移動（縦移動）
する走行台車に載せルに移乗させるにあたっては、型枠
の車Ｖも大きく、また高所作文でもあるので、移乗が安
定で安全に行なわれる必要がある。そのためには、走行
台車の載置レールと橋脚に設けた横移動用１／−ルとが
間隙を存することなく接続されていなければならない。In order to solve the problems in this type of mobile formwork construction method, the present inventors have proposed Japanese Patent Application Laid-open No. 58-94504 and Japanese Patent Application No. 61-1989.
We have been developing construction methods using mobile formwork, such as No. 25495. Therefore, in this formwork traveling method, the formwork of the viaduct is moved in the 11 directions (WI movement) and then moved in the length direction of the viaduct (vertical movement).
In order to transfer the vehicle to the trolley, it is necessary to ensure stable and safe transfer since the formwork vehicle V is large and the work is carried out at a high altitude. For this purpose, the mounting rail of the traveling bogie and the lateral movement rail provided on the pier must be connected without any gap.
しかし、′Ｒ載置レールそのような状態となるように設
けておくと、走行台車を樅移動用し−ルー二沿って走行
させた場合、縦移動用レールや横移動用レール或は橋脚
等の製作精度や施工精度の関係で、載置レールの端部が
池の横移動用レールや橋脚の端部と接触したりして、型
枠の縦移動が行えなくなるというおそれがある。したが
って、従来は、載置レールと横移動用レールとの接続端
を相当離しておき、型枠移乗の際【こ、その接続端の間
隙に他の接続部材を介入させる等の手段をとっており、
これが走行型枠移動における問題点となっていた。However, if the 'R mounting rail is provided in such a state, when the traveling trolley is used for moving fir trees and is run along the route, the rail for vertical movement, the rail for horizontal movement, the bridge pier, etc. Due to manufacturing accuracy and construction accuracy, there is a risk that the end of the mounting rail may come into contact with the rail for horizontal movement of the pond or the end of the pier, making it impossible to move the formwork vertically. Therefore, in the past, the connecting ends of the mounting rail and the lateral movement rail were separated by a considerable distance, and when transferring the formwork, measures were taken such as intervening other connecting members in the gap between the connecting ends. Ori,
This has been a problem in moving formwork.
本発明は前記従来の問題点を解決し、走行台中における
代置レールが、型枠の移乗時１こは橋脚の横移動用レー
ルと接合し、また型枠ら縦移動時には横移動用レールよ
り十分離反できるようにして、型枠の移乗及び縦移動が
安定、円滑、安全しこしからＦｌ易に行い得るようにし
た走行台車を提供しようとするものである。The present invention solves the above-mentioned conventional problems, and the substitute rail in the traveling platform connects with the lateral movement rail of the pier when transferring the formwork, and connects with the lateral movement rail when moving vertically from the formwork. It is an object of the present invention to provide a traveling trolley which can be sufficiently separated so that the transfer and vertical movement of formwork can be carried out stably, smoothly, safely and easily.
本発明の走行台車を、実施例に対応する第１図乃至第３
図を参照して説明すると、本発明は、車台部材７に所要
の間隔をおいて、高さ３！４節自在とした脚体５にレー
ル上を走行する車輪４．４を備えた脚車Ｊ、２の複数個
を設けるとともに、この車台部材７上には、脚車１．２
の走行方向を横切る方向に長く形成した走行型枠装置Ｃ
（第４図参照）のａ置し−ル１０を、同方向に摺動調節
自在に設けたことを特徴とするものである。The traveling trolley of the present invention is shown in FIGS. 1 to 3 corresponding to the embodiments.
To explain this with reference to the drawings, the present invention is a caster vehicle equipped with wheels 4.4 that run on rails on leg bodies 5 that are freely adjustable in height by 3 or 4 sections at a required interval on a chassis member 7. A plurality of casters 1.2 and 2 are provided on this chassis member 7.
Traveling formwork device C formed long in the direction transverse to the traveling direction of
This device is characterized in that the a-positioning rule 10 (see FIG. 4) is provided so as to be slidable and adjustable in the same direction.
以下、本発明の一実施例について図面を参照して説明す
る。An embodiment of the present invention will be described below with reference to the drawings.
ｆｊＳ１図乃至ｐｔＳ３図において、１．２はそれぞれ
所定のレール例えば後述する縦移動用レール１２．１２
上を走行できる脚車で、車台３に該レール１２の長さ方
向に間隔をおき該レール１２に係合して転動する中輪４
．４を設け、車台３のヒ面中夫部に、ツヤツキ式或はネ
ジ式等による昇降調節機構６により高さ調節自在とした
脚体５が立設されている。そして、それらの脚１１１１
．２は互いに車台部材７により結合されている°。また
、各脚体５．５にはそれぞれ一肘のレール規制部材８．
８．８．８が設けられており、各規制部材８．８間を通
して脚車１．２の結合方向、すなわち、縦移動用レール
１２と直交する方向に廷臣する載置レール１０が滑動自
在に１戎置されている。そして、二の載置レール１０の
外：４７１Ｓ下面にはブラケット９が突設され、一方の
脚車１の脚体５とこのブラケット９とは、ターンバック
ル式等の長さ調節杆１１により連結され、この長さ調節
杆１１の伸縮繰作により、第１図、第２図の矢印のよう
に、載置レール１０が脚車１．２になお、実施例の図面
ｌ二おいては、脚１′Ｌ１．２を結合している車台部材
７は各脚体５．５の側面間に架設したちのとなっている
が、これは各脚体５．５の上面間にわたって設けるよう
にしてもよく、また、レール規制部材８．８は各脚体５
に設けられているが、これも車台部材７に設けるように
してもよい。さらに、図示を省ν１ているが、特に大重
量の型枠装置を対象としている場合には、脚１１１．２
をそれぞれ複数個縦移動用レール１２の長手方向に連設
、結合し、その上に載置レールを設けるようにすること
らでラブを走行式め移動型枠による場合の例につν・て
第４図乃至１１５９図を参照して説明する。In figures fjS1 to ptS3, 1.2 is a predetermined rail, for example, a vertical movement rail 12.12, which will be described later.
It is a caster that can run on the chassis 3, and has middle wheels 4 that are spaced apart in the length direction of the rail 12 and that roll while engaging the rail 12.
．． 4, and a leg body 5 whose height can be freely adjusted is provided on the central hub portion of the chassis 3 by a lift adjustment mechanism 6 of a gloss type or a screw type. And those legs 1111
．． 2 are connected to each other by a chassis member 7. Also, each leg 5.5 has one elbow rail regulating member 8.
8.8.8 is provided, and the mounting rail 10 that is attached to the caster 1.2 is slidable between each regulating member 8.8 in the connecting direction of the caster 1.2, that is, in the direction perpendicular to the vertical movement rail 12. 1 is placed. A bracket 9 is protruded from the lower surface of the second mounting rail 10 (471S), and the leg 5 of one castor 1 and this bracket 9 are connected by a length adjustment rod 11 such as a turnbuckle type. By the extension and contraction of the length adjusting rod 11, the mounting rail 10 is moved to the caster 1.2 as shown by the arrows in FIGS. 1 and 2. The undercarriage member 7 that connects the legs 1'L1.2 is installed between the side surfaces of each leg 5.5, but it is arranged so as to extend between the upper surfaces of each leg 5.5. Also, the rail regulating member 8.8 may be attached to each leg 5.
Although it is provided in the chassis member 7, it may also be provided in the chassis member 7. Furthermore, although not shown in the figure, the legs 111.2
By connecting and connecting a plurality of vertically moving rails 12 in the longitudinal direction, and providing a mounting rail on top of the rails, the rub can be made into a traveling type. This will be explained with reference to FIGS. 4 to 1159.
それらの図において、Ａ、Ａ’は施工する高架橋スラブ
Ｂの巾方向に所定の間隔をお（１て立設された橋脚で、
それらは高架橋スラブＨの良さ方向に、はぼ等間隔をお
いて複数列設されてに高架橋スラブＢが構築施工される
。各村の橋脚Ａ、Ａ’の隣りの対の橋脚Ａ、Ａ’ との
対向面側の上部には、それぞれブラケット２０．２０を
介して高架橋スラブＢの中方向に沿って艮く形成した型
枠装置Ｃ％Ｃの横移動用レール１３．１３が架設され、
また各村の橋脚の−・方の橋脚Δ、Ａ・・・・・・の外
面側にも、上面が前記の横移動用レール１：（Ｊ３より
１氏い位置とした支持桁１４．１４がブラケット２１．
２１を介して高架橋スラブＢの長手方向に沿って架設さ
れており、この支持桁１４ヒには所定の間隔をおいた一
対の縦移動用レール１２．１２が設けられている。そし
て、高’１４ｉ？ｉスラブＢの施工は、８ＩｒＮと対の
橋脚Ａ、Ａ’、Ａ、Ａ′間を施工単位区間として、行う
ようにしそれらの橋脚Δ、Ａ′に架設した横移動用レー
ル１３．１３−１−に、高架橋スラブＢの数分割中に形
成した走行型枠装置Ｃ，Ｃ・・・・・・を並列載置する
。In those figures, A and A' are piers erected at a predetermined interval in the width direction of the viaduct slab B to be constructed.
The viaduct slab B is constructed by arranging them in a plurality of rows at approximately equal intervals in the longitudinal direction of the viaduct slab H. At the top of the opposite side of the adjacent pair of piers A and A' in each village, there are molds formed along the middle direction of the viaduct slab B via brackets 20 and 20, respectively. The lateral movement rail 13.13 of the frame device C%C is erected,
Also, on the outer surface side of the - side piers Δ, A... of the piers in each village, the upper surface is the support girder 14. is the bracket 21.
It is constructed along the longitudinal direction of the viaduct slab B via the viaduct 21, and a pair of vertical movement rails 12, 12 are provided on this support girder 14H with a predetermined interval. And high '14i? The construction of i-slab B was carried out between the piers A, A', A, and A' paired with 8IrN as a construction unit section, and the lateral movement rail 13.13-1 was constructed on those piers Δ and A'. -, traveling formwork devices C, C, . . . , formed during the several divisions of the viaduct slab B, are placed in parallel.
この走行型枠装置Ｃは図示のように、架台１５の両端部
下面に横移動用レール１３．１３に係合して走行できる
車輪１６．１６が取付けられ、またその上面には、型枠
体１７が昇降調節自在に取付けられたｈη造となってい
る。As shown in the figure, this traveling formwork device C has wheels 16.16 attached to the lower surface of both ends of the pedestal 15 that can run while engaging with the lateral movement rails 13.13, and the formwork body 17 is installed in a hη structure that can be adjusted up and down.
各走行型枠装置（：、Ｃ・・・・・・は第４図、第８図
のように車輪１６．１６を介して横移動用レール１３．
１３に並列載架し、型枠体１７を所定の高さにセットし
、また、架設した支持杆１４」−にも支保工１８を介し
て型枠体１９をセットする。そして、高架橋スラブＢの
コンクリートを打設する。コンクリートの硬化後は、第
５図のように、各走行型枠装置Ｃの型枠体１７を降下、
離型するとともに、支持桁１４上の支保工１８と型枠体
１９を撤去する。Each traveling formwork device (:, C...... is a lateral movement rail 13.
13 in parallel, and the formwork 17 is set at a predetermined height, and the formwork 19 is also set on the erected support rods 14'' through the support 18. Then, concrete for viaduct slab B is poured. After the concrete hardens, as shown in Fig. 5, the formwork bodies 17 of each traveling formwork device C are lowered,
At the same time as the mold is released, the shoring 18 on the support girder 14 and the form body 19 are removed.
ついで、支持杆１４の縦移動用レール１２．１２１−に
、本発明の走行台中りの２基をその重輪４．４・・・を
介して載置するのである。Next, two of the traveling carriages of the present invention are placed on the vertical movement rails 12, 121- of the support rod 14 via their heavy wheels 4, 4, . . . .
各走行台車りがそれぞれそのＲ置し−ル１０を各横移動
用レール１３．１３の延長上に位置させるとともに、脚
体５の昇降調節８！構６の調節により載置レール１０の
高さをレール１３の高さに合わせる。そして、長さ調節
杆１１を繰作して載置レール１０を横移動用レール１３
の方に摺動させ、両レール１０．１３の端面を密接させ
る。次にｆ￥ｓ６図のように、走行型枠ｖｃ置Ｃ，Ｃの
うちから走行台中りに近い装置Ｃを、横移動用レール１
３．１３上を走行させて、その車輪１６．１６・・・・
・・を走行台ｔｌｌ Ｄ、Ｄの載置レール１０．１０上
に移乗させ、適宜な手段で固定する。続いて第７図のよ
うに、走行合唱り、Ｄの長さ調節杆１１．１１を縮めて
、走行型枠装置Ｃを釆せた載置レールｌＯを同図矢印の
ように摺動させ、載置レール１０の接合していた端面を
横移動用レール１３より離反させ、所要の間隙、Ｑをと
るようにする。そして、走行台ＮＵ Ｄ、Ｄ」二に移乗
した走行型枠装置Ｃを押進してやれば、：５１）図に示
すように、支持桁１４の縦移動用レール１２．１２」二
を走行台車りを介して走行移動されることになる。この
ようにして走行型枠装置Ｃを次の施工区間である橋脚Ａ
、Ａ間に移動し、走行台中り、Ｄの載置レール１０．１
０を次の橋脚に取付けた横移動用レール１３．１３の位
置に合せ、脚体５の昇降調節８！構６と調節杆１１（に
寄せて密接し、載置した走行型枠装置Ｃをレール１３．
１３に移）Ｐ、させて、 次の橋脚ＡＳＡ間に挿入架設
するのである。Each traveling bogie has its R stand 10 positioned on the extension of each lateral movement rail 13, 13, and the legs 5 are raised and lowered 8! The height of the mounting rail 10 is adjusted to the height of the rail 13 by adjusting the structure 6. Then, by adjusting the length adjustment rod 11, the mounting rail 10 is moved to the horizontal movement rail 13.
Slide the rails 10 and 13 toward the end surfaces of both rails 10 and 13 to bring them into close contact with each other. Next, as shown in Fig.
3.13 Run on the wheels 16.16...
... onto the mounting rails 10.10 of the traveling platforms tll D and D, and fix them by appropriate means. Next, as shown in Fig. 7, the length adjusting rods 11 and 11 of the running chorus D are retracted, and the mounting rail lO with the running formwork device C is slid in the direction of the arrow in the figure. The joined end faces of the mounting rails 10 are moved away from the lateral movement rails 13 to provide a required gap, Q. Then, if the traveling formwork device C transferred to the traveling platform NU D, D''2 is pushed forward, as shown in the figure: 51) As shown in the figure, the longitudinal movement rails 12. It will be moved by traveling through. In this way, the traveling formwork device C is moved to the pier A, which is the next construction section.
, move between A, enter the running platform, and place D on the mounting rail 10.1.
0 to the position of the lateral movement rail 13.13 attached to the next pier, and adjust the elevation of the pedestal 5 8! The traveling formwork device C placed close to the structure 6 and the adjustment rod 11 is moved to the rail 13.
(Move to 13)P, and insert and construct between the next piers ASA.
このようにして走行型枠装置Ｃの移動が終えたなら、走
行台ＩＬＤ、Ｄの載置レール１０．１０をレール１３．
１３より離反させて走行台車ＤＳＤを元の位置に戻し、
以下同様の繰作をａ返して次々と走行型枠装置Ｃ，Ｃの
すべての移動を終えるのである。When the movement of the traveling formwork device C is completed in this way, the mounting rails 10.10 of the traveling platform ILD, D are moved to the rails 13.
13 and return the traveling trolley DSD to its original position,
Thereafter, the same operation is repeated one after another to complete the movement of all the traveling formwork devices C, C one after another.
以上説明したように、本発明の走行台車は、１１台部材
に所要に間隔をおいて、高さ調節自在とした脚体にレー
ル上を走行する車輪を備えた胸中の複数個を設けるとと
もに、この車台部材」、には、広巾の走行方向を横切る
方向に艮く形成した走行型枠装置の載置レールを、同方
向に摺動調節自在に設けて構成したので、走行移動型枠
装置を橋脚間の横移動用レールから、縦移動させるｊこ
めの走行台中に移乗させるにあたりて、移乗を円滑、安
全、容易に行うことができ、また、移乗させた走行型枠
装置の縦移動にあたっては、載置レールを横移動用レー
ルから離反させて、縦移動時に載置レールが他の横移動
用レールや橋脚等の構築物に接触するのを防止すること
ができ、走行型枠装置の移動作業が高能率かつ安全にで
きるとともに、走行台車の構造は簡単で安価にでき取扱
いも容易である等、多くの利点を有するものである。As explained above, the traveling trolley of the present invention includes a plurality of height-adjustable legs equipped with wheels that run on rails at the required intervals in 11 members, and This undercarriage member is constructed with a mounting rail for the traveling formwork device that is formed in a direction transverse to the traveling direction of the wide width and is slidably adjustable in the same direction. When transferring from the horizontal movement rail between the piers to the vertically moving platform, the transfer can be carried out smoothly, safely, and easily. By separating the mounting rail from the horizontal movement rail, it is possible to prevent the mounting rail from coming into contact with other horizontal movement rails or structures such as bridge piers during vertical movement, making it easier to move the traveling formwork device. It has many advantages, such as high efficiency and safety, the structure of the traveling trolley is simple and inexpensive, and it is easy to handle.
第１図は本発明装置の一実施例を示す斜面図、第２図は
同正面図、第３図は同側面図、ｆｊＳ４図乃至第９図は
本発明装置を使用した移動型枠工法の一例を略示したも
ので、第４図は走行型枠装置６を並置して高架橋スラブ
の型枠をセットした状態を示す正断面図、第５図は型枠
を離型して支持桁上に走行台車を載置したところを示す
正断面図、第６図は走行台車上に走行型枠装置を移乗さ
せたところを示す正断面図、第７図は走行型枠装置の移
乗後、走行台車の載置レールを横移動用レールより離反
させたところを示す正断面図、第８図は走行型枠装置及
び支持桁の架設状態を示す側面図、第９図は走行型枠装
置６を走行台単に移乗させて次の橋脚間に移動させたと
ころを示す側面図である。
１．２・・・脚車 ３・・・車台
４・・・車輪 ５・・・脚体
６・・・昇降調節機構 ７・・・車台部材８・・・規制
部材 ９・・・ブラケット１０・・・載置レール
１１・・・長さ調節杆１２・・・縦移動用レール
１３・・・横移動用レールFig. 1 is a slope view showing one embodiment of the device of the present invention, Fig. 2 is a front view of the same, Fig. 3 is a side view of the same, and Figs. An example is schematically shown, and Fig. 4 is a front sectional view showing a state in which the traveling formwork devices 6 are arranged side by side and the formwork of the viaduct slab is set, and Fig. 5 is a front sectional view showing the state in which the formwork of the viaduct slab is set after the formwork is released and placed on the support girder. 6 is a front sectional view showing the place where the traveling formwork device is placed on the traveling trolley, and FIG. A front sectional view showing the mounting rail of the cart separated from the lateral movement rail, FIG. 8 is a side view showing the installed state of the traveling formwork device and support girder, and FIG. 9 is a side view showing the traveling formwork device 6. It is a side view which shows the place where the traveling platform is simply transferred and moved between the next piers. 1.2... Caster 3... Chassis 4... Wheels 5... Legs 6... Lifting adjustment mechanism 7... Chassis member 8... Regulation member 9... Bracket 10.・・Placement rail
11...Length adjustment rod 12...Rail for vertical movement 13...Rail for horizontal movement
Claims (1)
体にレール上を走行する車輪を備えた脚車の複数個を設
けるとともに、この車台部材上には、脚車の走行方向を
横切る方向に長く形成した走行型枠装置の載置レールを
、同方向に摺動調節自在に設けたことを特徴とする、型
枠装置移動用走行台車。A plurality of casters each having a height-adjustable leg and wheels that run on rails are provided at required intervals on the undercarriage member. A traveling trolley for moving a formwork device, characterized in that a mounting rail for the traveling formwork device formed long in a transverse direction is provided so as to be slidably adjustable in the same direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61077592A JPH07116830B2 (en) | 1986-04-04 | 1986-04-04 | Traveling cart for moving formwork equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61077592A JPH07116830B2 (en) | 1986-04-04 | 1986-04-04 | Traveling cart for moving formwork equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62233312A true JPS62233312A (en) | 1987-10-13 |
| JPH07116830B2 JPH07116830B2 (en) | 1995-12-18 |
Family
ID=13638231
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61077592A Expired - Lifetime JPH07116830B2 (en) | 1986-04-04 | 1986-04-04 | Traveling cart for moving formwork equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07116830B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004036285A (en) * | 2002-07-05 | 2004-02-05 | Kajima Corp | Positioning device and positioning method |
| JP2006161548A (en) * | 2004-11-11 | 2006-06-22 | Sanyo Kenzai Kk | Temporary pier, erection method for temporary pier, carriage used for temporary pier, and pile driving method using temporary pier |
| JP2007177561A (en) * | 2005-12-28 | 2007-07-12 | Otaki Jack Kk | Transportation vehicle for heavy load |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3641617B2 (en) * | 2002-03-28 | 2005-04-27 | 株式会社大滝油圧 | Bridge girder delivery method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5640208A (en) * | 1979-09-10 | 1981-04-16 | Hitachi Ltd | Electric winding power loading source supporting device |
| JPS5894504A (en) * | 1981-11-30 | 1983-06-04 | 岡部株式会社 | Mold frame moving type constructing process of high bridge slab |
-
1986
- 1986-04-04 JP JP61077592A patent/JPH07116830B2/en not_active Expired - Lifetime
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5640208A (en) * | 1979-09-10 | 1981-04-16 | Hitachi Ltd | Electric winding power loading source supporting device |
| JPS5894504A (en) * | 1981-11-30 | 1983-06-04 | 岡部株式会社 | Mold frame moving type constructing process of high bridge slab |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004036285A (en) * | 2002-07-05 | 2004-02-05 | Kajima Corp | Positioning device and positioning method |
| JP2006161548A (en) * | 2004-11-11 | 2006-06-22 | Sanyo Kenzai Kk | Temporary pier, erection method for temporary pier, carriage used for temporary pier, and pile driving method using temporary pier |
| JP2007177561A (en) * | 2005-12-28 | 2007-07-12 | Otaki Jack Kk | Transportation vehicle for heavy load |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07116830B2 (en) | 1995-12-18 |
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