JPS6151087B2 - - Google Patents

Info

Publication number
JPS6151087B2
JPS6151087B2 JP18252383A JP18252383A JPS6151087B2 JP S6151087 B2 JPS6151087 B2 JP S6151087B2 JP 18252383 A JP18252383 A JP 18252383A JP 18252383 A JP18252383 A JP 18252383A JP S6151087 B2 JPS6151087 B2 JP S6151087B2
Authority
JP
Japan
Prior art keywords
support plate
rail
plate
formwork
screw member
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.)
Expired
Application number
JP18252383A
Other languages
Japanese (ja)
Other versions
JPS6073903A (en
Inventor
Chezo Shiomoto
Katsuichi Takeuchi
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.)
Aoi Chemical Inc
Original Assignee
Aoi Chemical Inc
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 Aoi Chemical Inc filed Critical Aoi Chemical Inc
Priority to JP18252383A priority Critical patent/JPS6073903A/en
Publication of JPS6073903A publication Critical patent/JPS6073903A/en
Publication of JPS6151087B2 publication Critical patent/JPS6151087B2/ja
Granted legal-status Critical Current

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  • Road Paving Machines (AREA)

Description

【発明の詳細な説明】 本発明は薄層コンクリート舗装等の施工におい
て舗装厚の変化に追従し得るセメントコンクリー
ト舗装用型枠及びレールの固定装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a cement concrete pavement formwork and a rail fixing device that can follow changes in pavement thickness during the construction of thin-layer concrete pavement.

空港のエプロンや埠頭のコンテナヤード又は道
路等各種のセメントコンクリート舗装にて不等沈
下や破損等により失われた舗装の表面性状例えば
平坦性やすべり抵抗性を回復すると共に破壊の進
行を防止するためにオーバーレイ工法を施工しよ
うとする場合は、現地盤が不等沈下等により路面
に凹凸乃至起伏を生じているので、施工するべき
舗装厚が変化するのに応じて型枠の設置高さを変
化させて型枠の天端合わせを行なう必要があり、
また施工路面の平坦性を確保するため舗装機械を
支持するレールの走行面が型枠天端に平行となる
よう該レールの設置高さを変化させなければなら
ない。
To restore surface properties such as flatness and slip resistance of various cement concrete pavements such as airport aprons, wharf container yards, roads, etc. that have been lost due to uneven settlement or damage, as well as to prevent the progression of destruction. When attempting to use the overlay method to construct a road surface, the installation height of the formwork must be changed in accordance with changes in the thickness of the pavement to be constructed, as the road surface is uneven or undulating due to uneven settlement etc. It is necessary to align the top of the formwork by
In addition, in order to ensure the flatness of the construction road surface, the installation height of the rail supporting the paving machine must be changed so that the running surface of the rail is parallel to the top of the formwork.

しかしながら従来は型枠の設置高さと舗装機械
を支持するレールの設置高さを簡単な作業により
調節し得る手段が開示されていなかつた。
However, conventionally, no means has been disclosed for adjusting the installation height of the formwork and the installation height of the rails supporting the paving machine by simple operations.

本発明は以上の事情に鑑みなされたもので、そ
の目的はセメントコンクリート舗装の硬い現地盤
を舗装機械の支持盤とする場合にも型枠の設置高
さと舗装機械を支持するレールの設置高さを簡単
な作業により調節して平坦性に優れ且つ所定厚の
薄層コンクリート舗装等を舗設なし得るセメント
コンクリート舗装用型枠及びレールの固定装置を
提供することにある。
The present invention was made in view of the above circumstances, and its purpose is to reduce the installation height of the formwork and the installation height of the rails that support the paving machine even when the hard field base of cement concrete pavement is used as the support board for the paving machine. To provide a formwork for cement concrete pavement and a fixing device for a rail, which can be adjusted by a simple operation to pave thin-layer concrete pavement with excellent flatness and a predetermined thickness.

本発明はこの目的を達成するために、既設のセ
メントコンクリート舗装体等にホールインアンカ
ーを打設し、該ホールインアンカーに螺合させた
螺子部材と、該螺子部材の挿通を許容し且つ舗装
方向に交わる方向に延びた長孔を有する支持板
と、前記螺子部材に螺合して該支持板を該螺子部
材に任意の高さで且つ水平に取付けるナツトと、
前記支持板の施工側に沿つて型枠を該支持板に固
定する手段と、前記支持板上の施工側から離れた
位置で舗装機械用のレールを該支持板に保持する
手段とからなる構成をとるものである。
In order to achieve this object, the present invention has been developed by driving a hole-in anchor into an existing cement-concrete pavement, etc., inserting a screw member screwed into the hole-in anchor, and allowing the screw member to pass through the pavement. a support plate having an elongated hole extending in a direction intersecting the direction; a nut that is screwed onto the screw member to attach the support plate to the screw member at an arbitrary height and horizontally;
A structure comprising means for fixing a formwork to the support plate along the construction side of the support plate, and means for holding a rail for a paving machine on the support plate at a position remote from the construction side on the support plate. It takes .

以上本発明の実施例を示す図面に基づいて説明
をする。第1図は本発明の一実施例に係るセメン
トコンクリート舗装用型枠及びレールの固定装置
(以下「固定装置」と称する。)1の使用状況を説
明する平面図である。固定装置1の構造は第2図
から第4図までに示されており、第2図は平面
図、第3図は第2図の―断面図、第4図は第
3図の―断面図である。図中2はオーバーレ
イ工法を施工すべき例えば空港のエプロン等セメ
ントコンクリート舗装体の現地盤を表わす。現地
盤2は、施工すべき目地の位置から所定距離だけ
離隔して複数の孔3が穿設される。該孔3にホー
ルインアンカー4が打ち込まれ、該ホールインア
ンカー4に一対の螺子部材5が螺合している。
The embodiments of the present invention will be described based on the drawings. FIG. 1 is a plan view illustrating the usage of a cement concrete pavement formwork and rail fixing device (hereinafter referred to as "fixing device") 1 according to an embodiment of the present invention. The structure of the fixing device 1 is shown in FIGS. 2 to 4, where FIG. 2 is a plan view, FIG. 3 is a sectional view of FIG. 2, and FIG. 4 is a sectional view of FIG. 3. It is. 2 in the figure represents the field surface of a cement concrete pavement, such as an airport apron, on which the overlay method is to be applied. A plurality of holes 3 are drilled in the field board 2 at a predetermined distance from the position of the joint to be constructed. A hole-in anchor 4 is driven into the hole 3, and a pair of screw members 5 are screwed into the hole-in anchor 4.

このように現地盤に植設された螺子部材5にナ
ツト6が螺合し、該ナツト6上には座金7を介し
て、長孔8に該螺子部材5を挿通した横長の厚板
鋼材からなる支持板9が載置される。該支持板9
は、螺子部材5に螺合するナツト10により座金
11を介して、螺子部材5に対し任意の高さT1
で且つ水平に取付けられる。支持板9上には、該
支持板9を取付ける一対の螺子部材5,5の中間
位置に、一対の山形鋼材からなるレール押え12
が溶接等により固着されている。両レール押え1
2間において支持板9上には、第1図に概括的に
表わす舗装機械13の走行車輪14を支持する高
さT2のレール15が載置される。レール15を
このように支持板9に載置したままでもよく、ま
たはレール15を載置した上で、第2図及び第3
図に示すようにレール押え12の孔16に楔17
を打ち込んでレール15を固定することができ、
楔の代りに爪又はタイプレートを用いてレールを
固定してもよい。レール15の直下の位置に於い
て支持板9と現地盤2との間には、適宜厚のスペ
ーサ18が介装される。また隣合う固定装置1,
1間に延在するレール15の中間位置、例えば第
1図でa又はbの位置に於いて、レール15と現
地盤2との間にスペーサを介装することができ
る。
A nut 6 is screwed onto the screw member 5 installed in the field panel in this way, and a horizontally long thick plate steel material with the screw member 5 inserted into the elongated hole 8 is placed on the nut 6 via the washer 7. A support plate 9 is placed thereon. The support plate 9
is an arbitrary height T 1 with respect to the screw member 5 via the washer 11 by the nut 10 screwed into the screw member 5.
and can be mounted horizontally. On the support plate 9, a rail presser 12 made of a pair of angle steel members is provided at an intermediate position between a pair of screw members 5, 5 to which the support plate 9 is attached.
is fixed by welding etc. Both rail presser foot 1
A rail 15 with a height T 2 is placed on the support plate 9 between the two and supports the running wheels 14 of a paver 13, which is schematically represented in FIG. The rail 15 may be placed on the support plate 9 in this way, or the rail 15 may be placed on the support plate 9 and then
As shown in the figure, insert a wedge 17 into the hole 16 of the rail holder 12.
The rail 15 can be fixed by driving in the
Instead of wedges, claws or tie plates may be used to secure the rails. A spacer 18 of an appropriate thickness is interposed between the support plate 9 and the field board 2 at a position directly below the rail 15. Also, the adjacent fixing device 1,
A spacer can be interposed between the rail 15 and the field board 2 at an intermediate position of the rail 15 extending between the rails 15, for example at the position a or b in FIG.

上記の如く一対の螺子部材5に取付けられた支
持板9は施工側(第2図及び第3図に於いて左方
側)に延長する。延長した支持板9上には山形鋼
材からなるブラケツト19が溶接等により固着さ
れている。延長した支持板9上には、第1図及び
第4図で固定装置1の設置ピツチLに等しい長さ
を有し且つ所定の高さT3を有する木材等の角柱
材20が、該角柱材20の両端を隣合う固定装置
1の支持板9のブラケツト19のほぼ中央に位置
する如く横置される。角柱材20はボルト21及
びナツト22により前記ブラケツト19に固着さ
れる。角柱材20の下方位置に於いて支持板9と
現地盤2との間には適宜厚のスペーサ23が介装
される。この実施例にあつては角柱材20が型枠
をなす。24は、角柱材20に当接される目地板
25の下端部に縁設する位置で現地盤2に釘26
等で固定された桟木である。
The support plate 9 attached to the pair of screw members 5 as described above extends toward the construction side (left side in FIGS. 2 and 3). A bracket 19 made of angle-shaped steel is fixed on the extended support plate 9 by welding or the like. On the extended support plate 9, a prismatic material 20 such as wood having a length equal to the installation pitch L of the fixing device 1 in FIGS. 1 and 4 and a predetermined height T3 is placed. The material 20 is placed horizontally so that both ends thereof are located approximately at the center of the brackets 19 of the support plates 9 of the adjacent fixing devices 1. The prismatic member 20 is fixed to the bracket 19 by bolts 21 and nuts 22. A spacer 23 having an appropriate thickness is interposed between the support plate 9 and the field panel 2 at a position below the square columnar material 20. In this embodiment, the prismatic material 20 forms the formwork. 24 is a nail 26 attached to the field plate 2 at a position to edge the lower end of the joint plate 25 that comes into contact with the square column material 20.
It is a crosspiece fixed with etc.

本発明はこの実施例で以上に説明をしたように
構成をとるものである。そこでレール15及び型
枠として角柱材20の各天端合わせを行ないなが
ら多数の固定装置1を第1図の如く配設し、目地
板25を角柱材20及び桟木24の内面に当接
し、角柱材20の上面を仕上基準面29として該
基準面29から上方に突出している目地板25の
上部を切り落してから、両側のレール15に沿つ
て移動自在の舗装機械13を用いて、両側の目地
板25間にコンクリート版27を舗設することが
できる。ここで舗装機械としては縦取り機又は横
取り機、スプレツダ、フイニツシヤ、表面仕上げ
機、自動目地切機、仕上げ足場、養生屋根等の各
装置を使用することができ、これらの2以上の機
能を備える総合機械を使用してもよい。この版2
7を舗設した後この版に舗装機械の一側を支持せ
しめ舗装機械の他側を本発明に係る固定装置に支
持せしめて順次隣接する版を打ち継ぐことができ
る。この場合舗設済みの版を打設するために使用
した固定装置は予め除去しておくことになるが、
螺子部材5をホールインアンカー4に螺合した状
態のまま残した上にコンクリートを打設するか、
又はこのように残した螺子部材5を利用して鉄網
又は鉄筋を張設してから鉄筋コンクリート舗装を
行なうことができ、斯くして螺子部材5を利用す
ることにより新設の版の補強と、現地盤との一体
化を図ることが可能である。
The present invention is constructed as described above in this embodiment. Therefore, a large number of fixing devices 1 are arranged as shown in FIG. 1 while aligning the tops of the rails 15 and the square pillars 20 as formwork, and the joint plates 25 are brought into contact with the inner surfaces of the square pillars 20 and crosspieces 24, and Using the upper surface of the material 20 as a finishing reference surface 29, cut off the upper part of the joint plate 25 that protrudes upward from the reference surface 29, and then use the movable paving machine 13 along the rails 15 on both sides to finish the joints on both sides. A concrete slab 27 can be paved between the base plates 25. Here, as the paving machine, various devices such as a vertical or cross-cutting machine, a spreader, a finisher, a surface finishing machine, an automatic joint cutter, a finishing scaffold, a curing roof, etc. can be used, and the paving machine has two or more of these functions. A comprehensive machine may also be used. This edition 2
After paving 7, one side of the paver is supported by this plate, and the other side of the paver is supported by the fixing device according to the invention, so that adjacent plates can be successively paved. In this case, the fixing device used to cast the paved slab must be removed in advance.
Either leave the screw member 5 screwed to the hole-in anchor 4 and pour concrete, or
Alternatively, by using the screw members 5 left in this way, it is possible to stretch a steel net or reinforcing bars and then perform reinforced concrete pavement.In this way, by using the screw members 5, it is possible to reinforce the newly installed slab and to It is possible to integrate it with the board.

このようにして舗設作業を行なう際レール15
及び型枠としての角柱材20の各天端合わせは、
螺子部材5に対する支持板9の取付け高さT1
現地盤2の凹凸乃至起伏に合わせて加減するとい
う簡単な作業を行なうだけであり、しかもレール
15の天端合わせと型枠としての角柱材20の天
端合わせとを同時に行なうことができる。また支
持板9上に型枠としての角柱材20とレール15
とを取付けたまま該支持板9の螺子部材5に対す
る取付け高さT1の調節を行なうから、コンクリ
ートフイニツシヤ等の舗装機械の走行面28の高
さと仕上基準面29の高さとの差T4は、支持板
9の取付け高T1の如何にかかわらずレール15
の高さT3と角柱材20の高さT2との差に等しく
一定であり、従つて正確に平坦な仕上面を得るこ
とができる。また螺子部材5の植設にはホールイ
ンアンカーを用いたから堅い現地盤を舗装機械の
支持盤としてそのまま用いることができると共
に、必要により支持板9又はレール15の下に介
装したスペーサとの共働作用によりレール15及
び角柱材20を安定に支持することができる。目
地板25の下端部に当接する位置に桟木24を設
けたから、角柱材20との共働作用により目地板
25を正しい姿勢で保持し得ると共に目地板25
と現地盤2との間からコンクリートの流出を防止
することができる。また支持板9は長孔8の許容
する範囲内で横方向に取付位置の調整をすること
ができるから、角柱材20の側面延いては目地板
25の設置位置を所定線上に合わせることができ
る。
When performing paving work in this way, the rail 15
And each top end alignment of the square column material 20 as a formwork is,
It is only a simple task of adjusting the mounting height T1 of the support plate 9 to the screw member 5 according to the irregularities or undulations of the field panel 2, and moreover, it is necessary to adjust the top end of the rail 15 and to adjust the mounting height T1 of the support plate 9 to the screw member 5. 20 top end alignments can be performed at the same time. Moreover, on the support plate 9, a square column material 20 and a rail 15 as a formwork are placed.
Since the mounting height T 1 of the support plate 9 relative to the screw member 5 is adjusted with the screws attached, the difference T 4 between the height of the running surface 28 of the paving machine such as a concrete finisher and the height of the finishing reference surface 29 is adjusted. is the rail 15 regardless of the mounting height T 1 of the support plate 9.
It is constant and equal to the difference between the height T 3 of the prismatic material 20 and the height T 2 of the prismatic material 20, and therefore, an accurately flat finished surface can be obtained. In addition, since a hole-in anchor is used to install the screw member 5, the hard field ground can be used as it is as a support board for the paving machine, and if necessary, it can be used in conjunction with a spacer inserted under the support plate 9 or rail 15. The rail 15 and the prismatic member 20 can be stably supported by the action. Since the crosspiece 24 is provided at a position that abuts the lower end of the joint plate 25, it is possible to hold the joint plate 25 in the correct posture by working together with the prismatic material 20, and the joint plate 25
Concrete can be prevented from flowing out from between the base plate 2 and the field plate 2. Furthermore, since the mounting position of the support plate 9 can be adjusted in the horizontal direction within the range allowed by the elongated hole 8, the installation position of the side surface of the prismatic material 20 and the joint plate 25 can be aligned on a predetermined line. .

第5図及び第6図は本発明の他の実施例として
型枠を支持板に対し上下調節可能とした固定装置
31を表す。支持板の設置構造及び舗装機械用の
レールを支持板上で保持する構造は、第1図から
第4図までの実施例において説明をしたものと同
様のものを使用可能であるから、その説明を省略
する。支持板9は一対の螺子部材5に高さ調整を
して取付けられると共に施工側に延長している。
延長した支持板9上には、鋼板の中央下部を直角
に折曲してなる型枠として取付板32の折曲部3
3が溶接等により固着されている。取付板32に
は上下一対の縦向きの長孔34が左右2対設けら
れている。目地板35には取付板32の該長孔3
4の配置ピツチと同じ取付ピツチlにてボルト3
6が植設されている。37はナツト、38は座
金、39はスペーサである。
FIGS. 5 and 6 show a fixing device 31 in which the formwork can be adjusted up and down relative to the support plate as another embodiment of the present invention. The installation structure of the support plate and the structure for holding the rails for the paving machine on the support plate can be the same as those explained in the embodiments from Fig. 1 to Fig. 4, so the explanation thereof is as follows. omitted. The support plate 9 is attached to the pair of screw members 5 with its height adjusted, and extends toward the construction side.
On the extended support plate 9, there is a bent part 3 of the mounting plate 32 as a formwork formed by bending the central lower part of the steel plate at right angles.
3 is fixed by welding or the like. The mounting plate 32 is provided with two left and right pairs of vertically oriented elongated holes 34, one above the other. The joint plate 35 has the long hole 3 of the mounting plate 32.
Bolt 3 at the same installation pitch l as the arrangement pitch of 4.
6 has been planted. 37 is a nut, 38 is a washer, and 39 is a spacer.

この固定装置31は第1図の固定装置1と同様
の配置にて設置することができる。固定装置31
を設置する際、支持板9を螺子部材5に対し所定
高さに取付け且つ支持板9上にレール15を敷設
した後、目地板35を取付板32にナツト38に
て固定し、更に目地板35の下にスペーサ39を
介装して目地板35の姿勢の保持と現地盤2に沿
う打設コンクリートの流出防止とを図るものであ
るが、目地板35は長孔34の許容する範囲内で
取付板32に対する取付高さを調節可能であるか
ら、目地板35の天端合わせを微調整することが
可能であり、仕上面の平坦性を一層向上せしめる
ことができる。
This fixing device 31 can be installed in the same arrangement as the fixing device 1 of FIG. Fixing device 31
When installing, after attaching the support plate 9 to the screw member 5 at a predetermined height and laying the rail 15 on the support plate 9, the joint plate 35 is fixed to the mounting plate 32 with nuts 38, and then the joint plate A spacer 39 is inserted under the joint plate 35 to maintain the posture of the joint plate 35 and to prevent poured concrete from flowing out along the field plate 2. Since the mounting height with respect to the mounting plate 32 can be adjusted, it is possible to finely adjust the top end alignment of the joint plate 35, and the flatness of the finished surface can be further improved.

本発明は以上の構成をとるから路面に凹凸があ
り且つセメントコンクリート等堅い現地盤上にオ
ーバーレイ工法をとる場合に、路面の凹凸に合わ
せて支持板の取付け高さを調整しながら型枠と舗
装機械用のレールの天端合わせを同時に行なうこ
とができるので、型枠及びレールの設置作業を簡
単化すると共に高度の平坦性ある舗設面を得るこ
とができ、空港のエプロン、埠頭のコンテナヤー
ド、各種道路やテニスその他の競技場などの補修
工事において実用上の優れた効果を発揮するもの
である。
Since the present invention has the above configuration, when the road surface is uneven and an overlay method is used on hard ground such as cement concrete, the installation height of the support plate can be adjusted according to the unevenness of the road surface, and the formwork and pavement can be used. Since the tops of the machine rails can be aligned at the same time, it is possible to simplify the work of installing formwork and rails, and to obtain a highly flat paved surface, which can be used for airport aprons, pier container yards, It exhibits excellent practical effects in repair work for various roads, tennis and other stadiums, etc.

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

第1図は本発明の一実施例に係る固定装置の使
用状態を示す平面図、第2図は第1図の固定装置
の平面図、第3図は第2図の―断面図、第4
図は第3図のレールを省略した―断面図、第
5図は他の実施例に係る固定装置の第3図と同様
な縦断面図、第6図は第5図の―断面図であ
る。 1,31…固定装置、2…現地盤、5…螺子部
材、6,10…ナツト、8…長孔、9…支持板、
12…レール押え、15…レール、17…楔、1
9…ブラケツト、20…角柱材、25,35…目
地板、32…取付板。
FIG. 1 is a plan view showing the use state of a fixing device according to an embodiment of the present invention, FIG. 2 is a plan view of the fixing device of FIG. 1, FIG. 3 is a cross-sectional view of FIG. 2, and FIG.
The figure is a sectional view of FIG. 3 with the rail omitted, FIG. 5 is a longitudinal sectional view similar to FIG. 3 of a fixing device according to another embodiment, and FIG. 6 is a sectional view of FIG. 5. . DESCRIPTION OF SYMBOLS 1, 31... Fixing device, 2... Field board, 5... Screw member, 6, 10... Nut, 8... Long hole, 9... Support plate,
12...Rail holder, 15...Rail, 17...Wedge, 1
9...Bracket, 20...Prismatic material, 25, 35...Joint plate, 32...Mounting plate.

Claims (1)

【特許請求の範囲】[Claims] 1 既設のセメントコンクリート舗装体等にホー
ルインアンカーを打設し、該ホールインアンカー
に螺合させた螺子部材と、該螺子部材の挿通を許
容し且つ舗装方向に交わる方向に延びた長孔を有
する支持板と、前記螺子部材に螺合して該支持板
を該螺子部材に任意の高さで且つ水平に取付ける
ナツトと、前記支持板の施工側に沿つて型枠を該
支持板に固定する手段と、前記支持板上の施工側
から離れた位置で舗装機械用のレールを該支持板
に保持する手段とからなるセメントコンクリート
舗装用型枠及びレールの固定装置。
1 Hole-in anchors are driven into existing cement concrete pavement, etc., and screw members screwed onto the hole-in anchors and elongated holes that allow insertion of the screw members and extend in a direction intersecting the paving direction are formed. a support plate having a nut, a nut that is screwed onto the screw member to attach the support plate to the screw member at an arbitrary height and horizontally, and fixing the formwork to the support plate along the construction side of the support plate; and means for holding a rail for a paving machine on the support plate at a position remote from the construction side of the support plate.
JP18252383A 1983-09-30 1983-09-30 Mold frame and rail fixing apparatus for paving cement concrete Granted JPS6073903A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18252383A JPS6073903A (en) 1983-09-30 1983-09-30 Mold frame and rail fixing apparatus for paving cement concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18252383A JPS6073903A (en) 1983-09-30 1983-09-30 Mold frame and rail fixing apparatus for paving cement concrete

Publications (2)

Publication Number Publication Date
JPS6073903A JPS6073903A (en) 1985-04-26
JPS6151087B2 true JPS6151087B2 (en) 1986-11-07

Family

ID=16119788

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18252383A Granted JPS6073903A (en) 1983-09-30 1983-09-30 Mold frame and rail fixing apparatus for paving cement concrete

Country Status (1)

Country Link
JP (1) JPS6073903A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4666351B2 (en) * 2005-02-24 2011-04-06 株式会社Nippo Position adjustment device for paving formwork and position adjustment method using the same
JP5300409B2 (en) * 2008-10-22 2013-09-25 株式会社Nippo Concrete laying formwork

Also Published As

Publication number Publication date
JPS6073903A (en) 1985-04-26

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