JPS5996310A - Method and apparatus for finishing floor surface of floor panel for bridge beam - Google Patents

Method and apparatus for finishing floor surface of floor panel for bridge beam

Info

Publication number
JPS5996310A
JPS5996310A JP20349882A JP20349882A JPS5996310A JP S5996310 A JPS5996310 A JP S5996310A JP 20349882 A JP20349882 A JP 20349882A JP 20349882 A JP20349882 A JP 20349882A JP S5996310 A JPS5996310 A JP S5996310A
Authority
JP
Japan
Prior art keywords
finishing
deck
floor
slab
floor surface
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
JP20349882A
Other languages
Japanese (ja)
Other versions
JPS6130083B2 (en
Inventor
江田 暢夫
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.)
TOMOEGUMI IRON WORKS
TOMOEGUMI TEKKOSHO KK
Original Assignee
TOMOEGUMI IRON WORKS
TOMOEGUMI TEKKOSHO 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 TOMOEGUMI IRON WORKS, TOMOEGUMI TEKKOSHO KK filed Critical TOMOEGUMI IRON WORKS
Priority to JP20349882A priority Critical patent/JPS5996310A/en
Publication of JPS5996310A publication Critical patent/JPS5996310A/en
Publication of JPS6130083B2 publication Critical patent/JPS6130083B2/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】 産業上の利用分野 この発明は、橋梁用床版のコンクリート床面の仕上は方
法およびその装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to a method and apparatus for finishing a concrete floor surface of a bridge deck.

従来技術 従来のこの種のコンクリート床面の仕上けは、全て手仕
上けでアク、手仕上けの際、鏝仕上げは打設後間もない
コンクリート内に足を入れて行なうため、その足跡が凹
凸の原因となっていた。また、床版の厚さを確認するた
めに、検測鉄筋が建てられておジ−タンパ−が充分に叩
けず、さらに、この鉄筋のmDの仕上けを思うように充
分行なう仁とができなかった。
Conventional technology Conventional finishing of this type of concrete floor surface is all done by hand, and when finishing by hand, the finishing with a trowel is done by putting one's foot into the concrete soon after it has been poured, so the footprints are not visible. This caused unevenness. In addition, in order to check the thickness of the slab, the inspection reinforcing bars were erected and the machine tamper could not hit them sufficiently, and furthermore, it was not possible to fully finish the mD of these reinforcing bars as desired. There wasn't.

発明の目的 この発明は、前述のような事情に鑑みて提案されたもの
で、その目的は、鏝仕上けおよび検測鉄筋が不用とな夛
、正確かつ迅速に床面の仕上けをなし得るコンクリート
床面の仕上4方法およびその装置を提供することにある
Purpose of the Invention This invention was proposed in view of the above-mentioned circumstances, and its purpose is to accurately and quickly finish a floor surface without the need for trowel finishing or inspection reinforcing bars. An object of the present invention is to provide four methods for finishing a concrete floor surface and an apparatus therefor.

発明の構成・作用 この発明に係る床面仕上は方法は、橋梁用床版の床面上
を床版幅方向に転動し得る仕上はローンの前方に床版長
手方向に突出する水平オーガーを設け、これら仕上げロ
ーラおよび水平オーガーを横断勾配に沿った床版幅方向
に移動させた後、床版長手方向に所定距離だけ移動させ
、前記水平オーガーにより床面の厚ざ調整を行ない、前
記仕上はローラにより前記床面の仕上けを行なうため従
来用いられていた鏝仕上けおよび検側鉄:i’(r不用
とし、正確かつ迅速に床面の仕上げを行なうようにした
ものである。
Structure and operation of the invention The floor finishing method according to the present invention includes a method for finishing a bridge deck by using a horizontal auger protruding in the longitudinal direction of the deck in front of the lawn. The finishing roller and the horizontal auger are moved in the width direction of the slab along the cross slope, and then moved a predetermined distance in the longitudinal direction of the slab, and the horizontal auger is used to adjust the thickness of the floor surface. This method eliminates the need for trowel finishing and inspection side iron (i'(r), which were conventionally used to finish the floor surface using rollers, and allows the floor surface to be finished accurately and quickly.

この発明に係る床面仕上は装置は、橋梁用床版の床面上
を床版幅方向に転動し得る仕上はローラと、この仕上げ
ローラの前方に仕上はローラと同軸で床版長手方向に突
出する水平オーガーと、こfLら仕上はローラおよび水
平オーガーを床版幅方向に移動させ得る幅方向走行台車
と、この幅方向走行台車を床版幅方向に沿って案内支持
する案内レールを有し床版幅方向両端部間に掛は渡され
たガーダ−と、ガーダ−に床版幅方向に間隔をおいて多
数配置され前記案内レールを床面の横断勾配と等しくし
得る上下調整装置と、前記ガーダ−の両層部に設けられ
てガーダ−を上下動自在に支持し床版長手方向に走行す
る長手方向走行台車を備え、上下調整装置によp案内レ
ールを床面の横断勾配と等しくなるように調整した後、
幅方向走行台車を案内レールに清って床版幅方向に移動
させた後、長手方向走行台車によシ床版艮手方向に所定
距離だけ移動させ、水平オーガーによp床面の厚さ1i
JIi整を行ない、仕上/ffローンによp前記床面の
仕上けを行ない、比較的量率な構成によシ正確かつ迅速
に床面の仕上けを行なえるようにしたものである。
The floor finishing device according to the present invention includes a finishing roller that can roll on the floor surface of a bridge deck in the width direction of the deck slab, and a finishing roller that is coaxial with the finishing roller in front of this finishing roller and that is coaxial with the roller in the longitudinal direction of the deck slab. The horizontal auger protrudes from the top, the rollers and the horizontal auger are moved in the width direction of the floor slab, and the widthwise running carriage is configured to move along the width direction of the floor slab. a girder extending between both ends in the width direction of the floor slab; and vertical adjustment devices arranged on the girder at intervals in the width direction of the floor slab and capable of making the guide rail equal to the cross slope of the floor surface. and a longitudinal traveling trolley installed on both layers of the girder to support the girder vertically and traveling in the longitudinal direction of the floor slab, and a vertical adjustment device to adjust the p guide rail to the cross slope of the floor surface. After adjusting it to be equal to
After the widthwise running cart is moved along the guide rail in the width direction of the floor slab, the longitudinal running trolley is moved a predetermined distance in the direction of the floor slab, and a horizontal auger is used to measure the thickness of the floor surface. 1i
JIi leveling is carried out, and the floor surface is finished using a finishing/ff loan, and the floor surface can be finished accurately and quickly using a relatively low-volume construction.

実施例 以下、この発明を図示する一実施例に基ついて説明する
。この発明に係る床面仕上は装置は一第1図、第2図に
示すように、橋梁用床版1の床面上を床版幅方向に転動
し得る仕上げロー22と、この仕上はロー22の前方に
仕上げロー22と同軸で回転し床版長手方向に突出する
水平オーカー3と、仕上はロー22および水平オルガ−
3を床版O方向に移動させ得る幅方向走行台車4と、こ
の幅方向走行台車4t−床版幅方向に宿って案内支持す
る案内レール5を有し床版幅方向置端部間に掛は渡され
たガーダ−6と、ガーダ−6に木版幅方向に間隔をおい
て多数配置δ牡案内レール5を床面の横断勾配Sと等し
くし得る上下調整装置7と、ガーダ−6の両端部に設け
られガーダ−6を上下動自在に支持し床版長手方向に配
設さn′fc走行レールしを走行する長手方向走行台車
8を備えている。
EXAMPLE Hereinafter, a description will be given of an example illustrating the present invention. As shown in FIGS. 1 and 2, the floor finishing apparatus according to the present invention includes a finishing row 22 that can roll on the floor surface of the bridge deck 1 in the width direction of the deck, and a In front of the row 22, there is a horizontal ocher 3 that rotates coaxially with the finishing row 22 and protrudes in the longitudinal direction of the floor slab.
3 in the direction of the floor slab O, and a guide rail 5 that resides in and guides and supports the width direction traveling vehicle 4t and the floor slab in the width direction of the floor slab. is a girder 6 which has been passed, a vertical adjustment device 7 that can make the guide rails 5 arranged in large number at intervals in the woodblock width direction on the girder 6 to be equal to the cross slope S of the floor surface, and both ends of the girder 6. A longitudinally traveling carriage 8 is provided in the section and supports the girder 6 in a vertically movable manner, and is disposed in the longitudinal direction of the floor slab and runs on an n'fc traveling rail.

第6図ないし第5図に示すように、仕上げローラ2およ
び水平オーガー3に、幅方向走行台車4の下部架台4人
に回転目在に叉待さn1モータ9によp動力伝達機構L
o 2介して回転する。
As shown in FIGS. 6 to 5, the finishing roller 2 and the horizontal auger 3 are connected to the lower frame of the widthwise traveling truck 4 by four people in rotational direction.
Rotate through o2.

幅方向走行台車4の上部架台4Bと下部架台4Aとは、
ターンテーブル11によジ羨絖され、ロー″y2および
オーガー3の角度ヲ変えることができ、斜橋に対しても
対応できるようにされている。
The upper mount 4B and lower mount 4A of the width direction traveling trolley 4 are as follows:
The angle of the row "y2" and the auger 3 can be changed by rotating the turntable 11, so that it can also be used for diagonal bridges.

上部架台4Bには、床版長手方向に一対の案内レール5
上を転動する車輪12と駆動部13とを有し、これによ
シ幅方向走行台車4が走行するようにされている。
The upper frame 4B has a pair of guide rails 5 in the longitudinal direction of the floor slab.
It has wheels 12 that roll on it and a drive section 13, by which the width direction traveling cart 4 is made to travel.

駆動部13は、モータ14と、このモータ14によ負駆
動てれる駆動スグロクツ) 15と、この駆動スプロク
ツ) 15の両側に配置され7ζ従動スゲロケツト16
からなシ、床版幅方向に張設さ7’したチェー717を
スズロケット15 、16に春掛けて愕戟されている。
The drive unit 13 includes a motor 14, a drive sprocket 15 that is negatively driven by the motor 14, and a 7ζ driven sprocket 16 arranged on both sides of the drive sprocket 15.
In Karanashi, the chain 717 stretched 7' in the width direction of the floor slab was hung on the tin rockets 15 and 16 in the spring, and I was amazed.

なお、本図では油圧駆動方式であるが、これに限定する
ものではない。
Note that although this figure shows a hydraulic drive system, the system is not limited to this.

ガーダ−6は、床版長手方向に一対とされ、第3図、第
7図に示すように、連結材18により接続されている。
The girders 6 are arranged in a pair in the longitudinal direction of the floor slab, and are connected by a connecting member 18, as shown in FIGS. 3 and 7.

上下調整装置7は、第6図、第4図に示すように、ガー
ダ−6の内側に回転自在に垂設された長尺ポル) 19
と、上部が長尺ボルト19に螺着され下部が案内レール
5を下から受けるようにされ、かつ、ガーダ−6に上下
摺動自在に取付けられた支持部材20とからな夕、長尺
ボルト19を正逆回転させることによシ案内レール5の
上下位置を調整するようにされている。
As shown in FIGS. 6 and 4, the vertical adjustment device 7 is a long pole rotatably installed inside the girder 6.
and a support member 20 whose upper part is screwed onto the long bolt 19 and whose lower part receives the guide rail 5 from below, and which is attached to the girder 6 so as to be slidable up and down. The vertical position of the guide rail 5 is adjusted by rotating the guide rail 19 in forward and reverse directions.

長手方向走行台車8は、床版長手方向に一対で配置され
、第8図に示すように、走行レール21上を走行する台
車部22と、上F位置調整部材23とからなる。
The longitudinal direction traveling carts 8 are arranged in pairs in the longitudinal direction of the floor slab, and as shown in FIG. 8, are composed of a cart section 22 that runs on the traveling rail 21 and an upper F position adjustment member 23.

上下位置調整部材23は、下端が台車部22に軸着され
た雄ねじ部材24と、この雄ねじ部材ムに螺合し上部に
取付けられた上下動ハンドル四によシ回転する雌ねじ部
材26と、この雌ねじ部材26を回転自在に支持する支
持@27と、この支持筒27をガーダ−6に取付ける支
持部材部からなり、上下動ハンドル25 (i:回転さ
せることによシガーダ−6の上下位置を調整できる。
The vertical position adjustment member 23 includes a male threaded member 24 whose lower end is pivoted to the trolley portion 22, a female threaded member 26 that is screwed into the male threaded member and rotated by a vertically movable handle 4 attached to the upper part. It consists of a support @ 27 that rotatably supports the female screw member 26 and a support member part that attaches this support tube 27 to the girder 6, and a vertically moving handle 25 (i: By rotating it, the vertical position of the cider 6 is adjusted. can.

さらに、支持部材あの取付基部28 Aは、ガーダ−長
手方向に移動自任にガーダ−6に取付けられ、斜橋に対
しても対応できるようにされている。すなわち、第7図
、第8図に示すようにガーダ−6の上端にはアングル材
29が取付けられるとともに取付基部28Aの土部背面
にはアングル材29に係合し得る係止板30がボルト・
ナツトによp取付けられている。ざらに、取付基部28
Aの下部背面にはガーダ−6の1部リップに係合し得る
係止板31がボルト・ナツトによシ取付けられている。
Further, the mounting base 28A of the support member is attached to the girder 6 so as to be movable in the longitudinal direction of the girder, so that it can also be used for diagonal bridges. That is, as shown in FIGS. 7 and 8, an angle member 29 is attached to the upper end of the girder 6, and a locking plate 30 that can engage with the angle member 29 is attached to the back surface of the mounting base 28A with bolts.・
It is attached by a nut. Roughly, mounting base 28
A locking plate 31 that can engage with a partial lip of the girder 6 is attached to the lower rear surface of A by bolts and nuts.

また第10図、第11図に示すように、一対の台車部2
2の一方には、モータ32が取付けられ、このモータ3
2によシ動力伝、4mh33を介して車輪34を回転さ
せ、自走できるようにされている。
In addition, as shown in FIGS. 10 and 11, a pair of truck parts 2
A motor 32 is attached to one side of the motor 3.
The wheels 34 are rotated through a power transmission 2 and a 4mh 33, allowing it to run on its own.

この場合も、前記同様に油圧駆動式であるが、これに限
定するものではない。
In this case as well, it is hydraulically driven as described above, but it is not limited to this.

このような構成において、ガーダ−6の上下位置、A整
を行なうとともに、多数の上下調整装置7によシ案内レ
ール5が横断勾配と等しくなるようにする。次いで、斜
橋の場合には、一方の長手方向走行台車8を第7図に鎖
線で示すように移動させるとともにロー−y2およびオ
ーガー3を回転させ傾斜角を同じにさせる。
In such a configuration, the vertical position and A alignment of the girder 6 are performed, and the guide rail 5 is made equal to the cross slope by a large number of vertical adjustment devices 7. Next, in the case of a diagonal bridge, one of the longitudinal carriages 8 is moved as shown by the chain line in FIG. 7, and the row-y2 and auger 3 are rotated to make the inclination angles the same.

続イテ、ローラ2およびオーガー3を回転させつつ幅方
向走行台車4を走行させた後、装置全体を床版長手方向
に所定距離だけ移動させ、次いで幅方向の走行を行なう
。ここで、幅方向走行台車4は、リミットスイッチによ
シ自動的に反転走行させることができる。
Next, after the roller 2 and auger 3 are rotated while the width direction traveling cart 4 is run, the entire apparatus is moved a predetermined distance in the longitudinal direction of the floor slab, and then the width direction travel is performed. Here, the width direction traveling trolley 4 can be automatically reversed by a limit switch.

以上のような操作により、コンクリート打設後の床面は
、オーガー3によりコンクリートの厚さ調整がまず、な
され、次いでローラ2によシ仕上けがなちれ、所望の横
断勾配を有する床面が自動的に得られる。
Through the operations described above, the thickness of the concrete is first adjusted by the auger 3 on the floor surface after concrete is poured, and then the finish is applied by the roller 2, so that the floor surface has the desired cross slope. Obtained automatically.

発明の効果 この発明に係る床面仕上は方法によれば次のような効果
が得られる。
Effects of the Invention According to the floor finishing method according to the present invention, the following effects can be obtained.

■ 鏝仕上けおよび検測鉄筋が不用になる。■ Trowel finishing and inspection reinforcing bars are no longer required.

■ 正確な横断勾配が得られるとともに凹凸がなくなり
不陸の誤差が少なくなる。
■ Accurate cross slope can be obtained, unevenness is eliminated, and errors in unevenness are reduced.

■ 仕上時間が極めて短縮される。■ Finishing time is extremely shortened.

■ ガーダを単位ガーダとしていくつか組み合わせるこ
とによって必要な床版幅を得ることができる。
■ The required floor slab width can be obtained by combining several girders as unit girders.

次に、この発明に係る床面仕上は装置によれは、比較的
簡単な構成で前述の■〜■の効果が得られるとともに、
斜橋に対しても容易に対応できる。
Next, depending on the device, the floor finishing according to the present invention can achieve the above-mentioned effects (1) to (3) with a relatively simple configuration, and
It can also be easily applied to diagonal bridges.

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

第1図、第2図は、この発明に係る床面仕上は装置を示
す斜視図、正面図、第6図、第4図拡幅方向走行台車部
分を示す横断面図、側面図、第5図は第6囚のV−V@
断面図、第6図、第7図は装置の半分を示す側面図、平
面図、第8図、第9図μ長手方向走行台車部分を示す正
面図、側面図、第10図、第11図は駆動部を有する台
車部を示す正面図、側面図である。 l・・・・・・橋梁用木版、2・・・・・・仕上げロー
ラ、3・・・・・・水平オーガー、4・・・・・・幅方
向走行台車、4A・・・・・・下部架台、4B・・・・
・・上部架台、5・・・・・・案内レール、6・・・・
・・ガーダ−17・・・・・・上下真整装置、8・・・
・・・長手方向走行台車、9・・・・・・モータ、lO
・・・動力伝達機構、11・・・・・・ターンテーブル
、12・・・・・・車輪、13・・・・・・駆動部、1
4・・・・・・モータ、15・・・・・・駆動スゲロケ
ット、16・・・・・・従動スプロケット、17・・・
・・・チェーン、18・・・・・・連結材、19・・・
・・・長尺ボルト、20・・・・・・支持部材、21・
・・・・・走行レール、22・・・台車部、23・・・
・・・上下位tit調整部材、24・・・・・・雄ねじ
部材、25・・・・・・上下動ノ・ンドル、26・・・
・・・雌ねじ部材、27・・・・・・支持筒、28・・
・・・・支持部材、28A・・・数句基部、29・・・
・・・アングル材、30 、31・・・・・・係止板、
32・・・・・・モータ、33・・・・・・動力伝達機
構、34・・・車輪、35・・・・・・走行駆動部。 第8囚 第9図
1 and 2 are a perspective view and a front view showing the floor finishing apparatus according to the present invention, FIG. is the 6th prisoner V-V@
sectional view, FIG. 6, and FIG. 7 are a side view showing half of the device, a plan view, FIGS. 8, 9, and FIGS. FIG. 2 is a front view and a side view showing a truck section having a drive section. 1...Bridge woodblock, 2...Finishing roller, 3...Horizontal auger, 4...Width direction running trolley, 4A... Lower mount, 4B...
... Upper frame, 5 ... Guide rail, 6 ...
... Girder 17 ... Vertical straightening device, 8 ...
...Longitudinal traveling trolley, 9...Motor, lO
... Power transmission mechanism, 11 ... Turntable, 12 ... Wheels, 13 ... Drive unit, 1
4... Motor, 15... Drive Sugerocket, 16... Driven sprocket, 17...
...Chain, 18...Connecting material, 19...
... Long bolt, 20 ... Supporting member, 21.
...Traveling rail, 22...Bolly section, 23...
...Upper and lower tit adjustment member, 24...Male thread member, 25...Vertical movement knob, 26...
...Female thread member, 27... Support cylinder, 28...
...Supporting member, 28A...Several base, 29...
... Angle material, 30, 31... Locking plate,
32...Motor, 33...Power transmission mechanism, 34...Wheels, 35...Traveling drive section. 8th prisoner Figure 9

Claims (2)

【特許請求の範囲】[Claims] (1)  橋梁用床版の床面上を床版幅方向に転動し得
る仕上げローンの前方に床版長手方向に突出する水平オ
ーガーを設け、これら仕上はローラおよび水平オーガー
を横断勾配に宿った床版幅方向に移動名せた後、床版長
手方向に所定距離たけ移動させ、前記水平オーガーによ
シ床面の厚さ調整を行ない、前記仕上はローラにより前
記床面の仕上けを行なうことを特徴とする橋梁用床版の
床面仕上は方法。
(1) A horizontal auger that protrudes in the longitudinal direction of the deck is installed in front of a finishing lawn that can roll on the deck surface of the bridge deck in the width direction of the deck, and these finishing rollers and horizontal augers are installed on the cross slope. After moving the floor slab in the width direction, the floor slab is moved a predetermined distance in the longitudinal direction, the thickness of the floor surface is adjusted by the horizontal auger, and the finishing of the floor surface is finished by the roller. The method for finishing the floor surface of bridge deck slabs is characterized by:
(2)  橋梁用床版の床面上を床版幅方向に転動し得
る仕上はローラと、この仕上はローラの前方に仕上げロ
ーラと同軸で床版長手方向に突出する水平オーガーと、
これら仕上はロー2および水平オーガーを床版幅方向に
移動させ得る幅方向走行台車と、この幅方向走行台車を
床版幅方向に沿って案内支持する案内レールを有し床版
幅方向両端部間に掛は段されたガーダ−と、ガーグーに
床版幅方向に間隔をおいて多数配置され前記案内レール
を床面の横断勾配と等しくし得る上下調整装置と、前記
ガーダ−の両端部に設けられてガーダ−を上下動自在に
支持し床版長手方向に走行する長手方向走行台車を備え
ていることを特徴とする橋梁用床版の床面仕上げ装置。
(2) The finish that can roll on the floor of the bridge deck in the width direction of the deck is a roller, and this finish includes a horizontal auger in front of the roller that is coaxial with the finishing roller and protrudes in the longitudinal direction of the deck;
These finishings include a widthwise traveling carriage that can move the row 2 and the horizontal auger in the widthwise direction of the slab, and a guide rail that guides and supports this widthwise traveling carriage along the widthwise direction of the slab. The interspace includes a stepped girder, a large number of vertical adjustment devices arranged at intervals in the width direction of the floor slab on the girder and capable of making the guide rail equal to the cross slope of the floor surface, and a vertical adjustment device at both ends of the girder. 1. A floor surface finishing device for bridge deck slabs, comprising a longitudinally traveling truck that supports a girder in a vertically movable manner and travels in the longitudinal direction of the deck slab.
JP20349882A 1982-11-19 1982-11-19 Method and apparatus for finishing floor surface of floor panel for bridge beam Granted JPS5996310A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20349882A JPS5996310A (en) 1982-11-19 1982-11-19 Method and apparatus for finishing floor surface of floor panel for bridge beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20349882A JPS5996310A (en) 1982-11-19 1982-11-19 Method and apparatus for finishing floor surface of floor panel for bridge beam

Publications (2)

Publication Number Publication Date
JPS5996310A true JPS5996310A (en) 1984-06-02
JPS6130083B2 JPS6130083B2 (en) 1986-07-11

Family

ID=16475147

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20349882A Granted JPS5996310A (en) 1982-11-19 1982-11-19 Method and apparatus for finishing floor surface of floor panel for bridge beam

Country Status (1)

Country Link
JP (1) JPS5996310A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61130505A (en) * 1984-11-28 1986-06-18 建設省関東地方建設局長 Working truck for repairing bridge

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61130505A (en) * 1984-11-28 1986-06-18 建設省関東地方建設局長 Working truck for repairing bridge
JPH0445440B2 (en) * 1984-11-28 1992-07-24 Kensetsusho Kanto Chiho Kensetsu Kyokucho

Also Published As

Publication number Publication date
JPS6130083B2 (en) 1986-07-11

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