JPH088091Y2 - PC sleeper formwork side plate - Google Patents

PC sleeper formwork side plate

Info

Publication number
JPH088091Y2
JPH088091Y2 JP3015791U JP3015791U JPH088091Y2 JP H088091 Y2 JPH088091 Y2 JP H088091Y2 JP 3015791 U JP3015791 U JP 3015791U JP 3015791 U JP3015791 U JP 3015791U JP H088091 Y2 JPH088091 Y2 JP H088091Y2
Authority
JP
Japan
Prior art keywords
side plate
dowel
sleeper
formwork
concrete
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 - Lifetime
Application number
JP3015791U
Other languages
Japanese (ja)
Other versions
JPH04124603U (en
Inventor
昭夫 後藤
行志 阿部
Original Assignee
株式会社ピー・エス
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 株式会社ピー・エス filed Critical 株式会社ピー・エス
Priority to JP3015791U priority Critical patent/JPH088091Y2/en
Publication of JPH04124603U publication Critical patent/JPH04124603U/en
Application granted granted Critical
Publication of JPH088091Y2 publication Critical patent/JPH088091Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案はポストテンション方式の
プレストレストコンクリート枕木の型枠側板に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a post tension type prestressed concrete sleeper formwork side plate.

【0002】[0002]

【従来の技術】ポストテンション方式のプレストレスト
コンクリート枕木(以下PC枕木と記す)は、複数本の
アンボンドPC鋼材を枕木長手方向に配設した型枠内に
コンクリートを打設し、コンクリートの養生硬化後、P
C鋼材にプレストレスを導入して製造される。このよう
な従来の型枠の模式的縦断面図を図9に、その平面図を
図10に示した。また、図11、図12、図13に従来
の型枠側板の脱型時の作業手順を示した。
2. Description of the Related Art A post-tension type prestressed concrete sleeper (hereinafter referred to as a PC sleeper) is made by placing concrete in a formwork in which a plurality of unbonded PC steel materials are arranged in a longitudinal direction of the sleeper, and after curing and hardening the concrete. , P
Manufactured by introducing prestress into C steel. FIG. 9 shows a schematic vertical sectional view of such a conventional mold, and FIG. 10 shows a plan view thereof. Further, FIG. 11, FIG. 12 and FIG. 13 show a work procedure at the time of demolding a conventional mold side plate.

【0003】PC枕木の型枠1は、フレーム2に固着し
た本体型枠3と側板4、5とからなっている。従来のこ
の型枠の組立手順は、次の通りである。本体型枠3内
に、枕木に必要な内部装置等を取付けた後、本体型枠3
の両端面に側板4、5を取付け、次いで、固定側支圧板
6、緊張側支圧板7に挿通したPC鋼材8を型枠内に装
入する。固定側端面では、側板4に截頭円錐形のダボ9
を嵌め、ダボ9の中心孔を通ってボルト10を挿込み、
固定側支圧板6に設けられている雌ねじにこのボルトを
螺合して支圧板6を側板4に取りつける。
The PC sleeper formwork 1 comprises a main body formwork 3 fixed to a frame 2 and side plates 4 and 5. The conventional procedure for assembling this formwork is as follows. After attaching internal equipment and the like required for sleepers to the main body form 3, main body form 3
The side plates 4 and 5 are attached to both end faces of, and then the PC steel material 8 inserted into the fixed side pressure plate 6 and the tension side pressure plate 7 is loaded into the mold. At the fixed end surface, the side plate 4 has a truncated cone-shaped dowel 9
And insert the bolt 10 through the center hole of the dowel 9,
The bolt is screwed into a female screw provided on the fixed-side bearing plate 6 to attach the bearing plate 6 to the side plate 4.

【0004】一方、緊張側端面では先頭に雌ねじを形成
し、後端に角頭をつけた截頭円錐形のダボ11を側板5
を通って挿入し、PC鋼材8の雄ねじに螺合する。ダボ
11は側板5の外面に当接するフランジ12を有してお
り、後端の大角頭にスパナをかけてダボ11を捻回する
とPC鋼材8は両側板4、5間に仮止めされる。次いで
型枠内にコンクリートを打設し、コンクリートの養生硬
化後、ダボ9、11を捻回して抜き取り、次いで、側板
4、5を取外す。ダボ11の抜取り跡の凹部内でPC鋼
材8に緊張用ナットを螺合し、インパクトレンチでこれ
を締め上げてさらに、四頭緊張機でPC鋼材を緊張し、
コンクリートにプレストレスを付与する。その後ダボ
9、11の抜去り跡の孔に接着剤入りモルタルを詰めて
製品となる。
On the other hand, on the end surface on the tension side, a female screw is formed at the head and a truncated cone-shaped dowel 11 having a square head at the rear end is attached to the side plate 5.
And then screwed into the male screw of the PC steel material 8. The dowel 11 has a flange 12 that comes into contact with the outer surface of the side plate 5. When the dowel 11 is twisted by applying a wrench to the large angled head at the rear end, the PC steel material 8 is temporarily fixed between the side plates 4 and 5. Next, concrete is poured into the mold, and after curing and hardening the concrete, the dowels 9 and 11 are twisted and pulled out, and then the side plates 4 and 5 are removed. A tension nut is screwed into the PC steel material 8 in the recessed portion of the dowel 11 and tightened with an impact wrench, and the PC steel material is tensioned with a four-head tensioner.
Prestress concrete. After that, the holes of the dowels 9 and 11 that have been removed are filled with adhesive-containing mortar to obtain a product.

【0005】図11〜図13は例として緊張側の側板5
の取外し手順を示すもので、図11はコンクリート13
を打設し、脱型前の状態である。この状態からダボ11
の頭部を捻回してPC鋼材8のねじ込みを外してダボを
外方に取去る。図12はダボを取去った状態を示しコン
クリートには凹部14が形成されている。次いで図13
のように側板5を倒し、次いでPC鋼材8に緊張用ナッ
トをかけてこれをインパクトレンチで締め上げ、さらに
四頭緊張機でコンクリートにプレストレスを導入する。
側板5はダボを通する孔19を備え、またフレーム2に
設けたピン16を中心に回動する腕15に取付けられて
いる。
11 to 13 show, as an example, the side plate 5 on the tension side.
Fig. 11 shows the removal procedure of the concrete 13
It is in the state before the mold is removed. From this state dowel 11
The head is twisted to unscrew the PC steel material 8 and the dowel is removed to the outside. FIG. 12 shows a state in which the dowel is removed, and the concave portion 14 is formed in the concrete. Then FIG.
Then, the side plate 5 is laid down, and then a tension nut is applied to the PC steel material 8 and tightened with an impact wrench, and further prestress is introduced into the concrete by a four-head tensioner.
The side plate 5 is provided with a hole 19 through which the dowel is passed, and is attached to an arm 15 that rotates around a pin 16 provided on the frame 2.

【0006】[0006]

【考案が解決しようとする課題】以上のようなPC枕木
の従来の構造では、 多数のダボを1つずつ抜取る作業が非常に困難であ
り、多くのマンパワーを要しており、また全体の枕木製
造作業能率低下の原因となっていた。特に緊張側端面の
ダボはコンクリートに密着すると共にPC鋼材に螺合し
ているので、抜取りが容易でない。 ダボの抜き取りは一般にインパクトレンチで回転を
与えながら行うので長時間労働では作業者の白ろう病な
どの原因となるおそれがある。
[Problems to be Solved by the Invention] With the conventional structure of the PC sleepers as described above, it is very difficult to remove a large number of dowels one by one, and a lot of manpower is required. It was a cause of a decrease in work efficiency of sleeper manufacturing. In particular, the dowel on the end surface on the tension side is in close contact with concrete and screwed into the PC steel material, so that it is not easy to extract. Since the dowel is generally removed while rotating it with an impact wrench, there is a risk of causing white wax disease of workers during long working hours.

【0007】本考案はこのような欠点を除去した合理的
なPC枕木の型枠側板を提供することを目的とする。
An object of the present invention is to provide a rational PC sleeper formwork side plate in which such drawbacks are eliminated.

【0008】[0008]

【課題を解決するための手段】本考案は次の技術手段か
ら構成されている。 PC枕木の型枠側板に截頭円錐形のダボを固着して
しまう。 ダボ内にPC鋼材を型枠側板に仮止めする手段を設
ける。この仮止め手段はコンクリートの養生硬化後、側
板の外方から取外しできるように構成しておく。 側板は本体型枠から後退するとともに転倒可能に型
枠フレームに取りつける。 側板に脱型用の押ねじ装置及びジャッキ装着装置を
設けておくと好適である。
The present invention comprises the following technical means. A frustoconical dowel is fixed to the side plate of the PC sleeper formwork. A means for temporarily fixing the PC steel material to the mold side plate is provided in the dowel. The temporary fixing means is constructed so that it can be removed from the outside of the side plate after the curing and hardening of the concrete. The side plate is attached to the form frame so that it can fall over while retracting from the main formwork. It is preferable that the side plate is provided with a demolding screw device and a jack mounting device.

【0009】[0009]

【作用】PC枕木の型枠側板にダボを固着してしまった
ので、ダボを1つずつ取外す作業を省略することがで
き、労力を要することなく、作業の合理化、省力化、作
業時間の短縮を達成することができる。従来脱型作業工
程ではこのダボ抜取作業が最も困難で労力と時間を要し
ていたのでその効果は莫大である。
[Function] Since the dowels are fixed to the side plate of the PC sleeper frame, the work of removing the dowels one by one can be omitted, and the work is rationalized, labor is saved, and work time is shortened. Can be achieved. In the conventional demolding work process, this dowel removal work is the most difficult and requires labor and time, so its effect is enormous.

【0010】ダボ内にPC鋼材を仮止めする着脱自在な
手段、例えば側板外部から着脱できるボルト、ナット等
による螺合固定機構を設ける。この仮止め手段はコンク
リートと無関係に着脱できるので取外しが容易である。
側板にダボを固着したので、側板は単に転倒するのみで
は脱型できない。そこで前後進可能にする。例えば取付
ピンの孔を長孔とする。また、側板とダボとを一緒に脱
型するので、これを前後進させ転倒させるレバー装置等
を併設するとよい。さらに、側板をコンクリートから離
脱するときに最大の力を要するので、これを助けるた
め、ジャッキ装着装置及び脱型用の押ねじ装置を備え、
側板をコンクリートから僅か浮上がらせて付着力を切離
す手段を講ずると好ましい。
A detachable means for temporarily fixing the PC steel material in the dowel, for example, a screw fixing mechanism using bolts, nuts and the like that can be detached from the outside of the side plate is provided. Since this temporary fixing means can be attached and removed independently of concrete, it is easy to remove.
Since the dowel is fixed to the side plate, the side plate cannot be removed from the mold simply by falling. Therefore, it is possible to move forward and backward. For example, the holes of the mounting pins are elongated holes. Moreover, since the side plate and the dowel are removed from the mold together, it is advisable to install a lever device or the like for moving the side plate and the dowel forward and backward. Furthermore, since a maximum force is required to separate the side plate from the concrete, in order to assist this, a jack mounting device and a set screw device for releasing the mold are provided,
It is preferable to provide a means for slightly lifting the side plate from the concrete to separate the adhesive force.

【0011】[0011]

【実施例】図1〜図8に本考案の実施例を示した。図1
は緊張側の側板、図2は固定側の側板、図3は型枠側板
の緊張側正面図、図4は固定側正面図、図5は押ねじ装
置、図6は脱型用のレバー装置、図7、図8は脱型動作
を示すものである。図1に示すように本考案のPC枕木
の型枠の側板5はダボ11を固着しており、ダボ11内
にPC鋼材8の端部ねじ部にナットを螺合して仮止めす
るようにした。この側板5には腕15が取り付けてあ
り、腕15はピン16を型枠フレーム2に設けた長孔1
7に挿入して取り付けられている。長孔17は側板15
が型枠から離れる方向に前後進できるような方向に長い
孔となっている。これは側板5にダボ11を固定したた
め、側板5を単に転倒させるだけではコンクリートから
引き離すことができないからである。すなわち、図1に
示すように側板5は脱型時には図の向かって右側へまず
平行移動し(位置5から位置5aへ)、次に転倒する。
(位置5aから5bを経て5cへ)。このとき腕15は
15a、15b、15cのように順次位置を変更する。
図3は側板5の正面を示し3個の枕木型枠を横に並べ3
個の側板を2本の腕15、2個のピン16でブラケット
18を介してフレーム2に取りつけた状態を示してい
る。このように多数の側板を連結しておきこれを一動作
で脱型転倒することは任意である。
1 to 8 show an embodiment of the present invention. FIG.
Is a side plate on the tension side, FIG. 2 is a side plate on the fixed side, FIG. 3 is a front view on the tension side of the mold side plate, FIG. 4 is a front view on the fixed side, FIG. 5 is a set screw device, and FIG. 6 is a lever device for demolding. 7 and 8 show the demolding operation. As shown in FIG. 1, a side plate 5 of the formwork of the PC sleeper of the present invention has a dowel 11 fixed thereto. A nut is screwed into the end thread portion of the PC steel material 8 in the dowel 11 to temporarily fix it. did. An arm 15 is attached to the side plate 5, and the arm 15 has a long hole 1 in which a pin 16 is provided in the form frame 2.
It is attached by inserting it in 7. The long hole 17 is the side plate 15
Has a long hole in the direction that allows it to move forward and backward in the direction away from the formwork. This is because the dowels 11 are fixed to the side plates 5, and therefore the side plates 5 cannot be separated from the concrete by simply inverting them. That is, as shown in FIG. 1, the side plate 5 first moves in parallel to the right side in the figure at the time of demolding (from position 5 to position 5a) and then falls.
(From position 5a through 5b to 5c). At this time, the arm 15 sequentially changes its position like 15a, 15b, and 15c.
FIG. 3 shows the front of the side plate 5, and three sleeper forms are arranged side by side.
The side plate is attached to the frame 2 with the two arms 15 and the two pins 16 via the bracket 18. As described above, it is optional to connect a large number of side plates and to demold them by one operation.

【0012】図2はPC鋼材8の固定側の側板4を示し
ている。PC鋼材8は支圧板6に取付けられており、こ
の支圧板6は側板4に固着したダボ9内を通るボルトに
よって側板4に固定されている。このボルトは側板4の
外部から取付け、取り外しすることができ、コンクリー
ト打設前にPC鋼材8を側板4に固定する。側板4は腕
15を介してピン16によって長孔17に取付けられて
おり、図1で説明したと同様に4d、4e、4fのよう
に平行移動及び転倒する。
FIG. 2 shows the side plate 4 on the fixed side of the PC steel material 8. The PC steel material 8 is attached to the pressure support plate 6, and the pressure support plate 6 is fixed to the side plate 4 by bolts passing through the dowels 9 fixed to the side plate 4. This bolt can be attached and removed from the outside of the side plate 4, and the PC steel material 8 is fixed to the side plate 4 before placing concrete. The side plate 4 is attached to the elongated hole 17 by the pin 16 via the arm 15 and moves parallel and falls like 4d, 4e, and 4f as described in FIG.

【0013】図4は固定側側板4の正面図を示したもの
で、そのフレーム2への取付や複数個の連結は図3で説
明した緊張側と同様である。この固定側ではダボ9は枕
木1本につき2個としたものを示している。図5は本考
案の側板4、5をコンクリートから引き離して脱型する
場合に用いる脱型用押しねじ装置の例を示したものであ
る。側板4、5にナット21を固着し、これに押ボルト
22を螺合したものである。押ボルト22を捻回するこ
とにより押しボルト22の頭23がコンクリートに反力
をとって側板4、5をコンクリートから引き離す。本考
案の側板はダボを固着したので、コンクリートから離脱
することが容易でなくなるが、このような押ねじ装置を
例えば図3、図4に示す押ねじ22の位置に設けておく
とよい。
FIG. 4 is a front view of the fixed side plate 4, and the mounting of the fixed side plate 4 on the frame 2 and the connection of a plurality of the same are the same as those on the tension side described with reference to FIG. On this fixed side, two dowels 9 are shown for each sleeper. FIG. 5 shows an example of a demolding push screw device used when the side plates 4 and 5 of the present invention are separated from concrete and demolded. A nut 21 is fixed to the side plates 4 and 5, and a push bolt 22 is screwed to the nut 21. By twisting the push bolt 22, the head 23 of the push bolt 22 takes a reaction force against the concrete and separates the side plates 4 and 5 from the concrete. Since the side plate of the present invention has the dowels fixed thereto, it is not easy to remove it from the concrete, but it is advisable to provide such a set screw device at the position of the set screw 22 shown in FIGS. 3 and 4, for example.

【0014】図6は側板5を平行移動させた後転倒させ
るレバー装置30の例を示したものである。レバー31
をレバー装置に差込み矢31、32方向に牽引すること
により側板5を図1に示す移動態様で動かすことができ
る。図7、図8により本考案の側板の脱型手順を説明す
る。図7はコンクリート13を養生硬化させた状態を示
す。ダボ11内の仮止めナットを外方からソケットレン
チでPC鋼材8から取り外す。次いで、図5の押しボル
トを捻回して側板5をダボ11と共にコンクリート13
からわずかに引き離す。図6のレバー装置を用いて側板
5を図8の破線で示すaの位置に牽引して次いで転倒さ
せる。腕15は長孔17にピン結合されているので、こ
れらの動作は簡単である。ダボの取り去り跡14に本緊
張用のナットを挿入しPC鋼材8に螺合して枕木にプレ
ストレスを導入する。次いで枕木を型枠外に取り出し取
り去り跡14をモルタルで埋める。型枠1は手入れ、内
部装置取付けの後、上記と逆手順で側板を転倒して平行
移動し、型枠に取付けると共にPC鋼材の仮止めを行
う。このようにして型枠は循環使用される。
FIG. 6 shows an example of a lever device 30 for moving the side plate 5 in parallel and then inverting it. Lever 31
The side plate 5 can be moved in the movement mode shown in FIG. 1 by pulling the lever to the lever device in the directions of the insertion arrows 31 and 32. The procedure for removing the side plate of the present invention will be described with reference to FIGS. FIG. 7 shows a state where the concrete 13 is cured and hardened. Remove the temporary fixing nut in the dowel 11 from the outside from the PC steel material 8 with a socket wrench. Then, the push bolt shown in FIG. 5 is twisted to move the side plate 5 together with the dowel 11 into the concrete 13
Pull it slightly away from. Using the lever device of FIG. 6, the side plate 5 is pulled to the position a shown by the broken line in FIG. Since the arm 15 is pin-connected to the long hole 17, these operations are simple. A nut for main tension is inserted in the removal mark 14 of the dowel and screwed to the PC steel material 8 to introduce prestress to the sleeper. Next, the sleeper is taken out of the form and removed to fill the trace 14 with mortar. After the mold 1 has been cared for and the internal device has been installed, the side plates are inverted and moved in parallel in the reverse order of the above, to be mounted on the mold and the PC steel material is temporarily fixed. In this way, the formwork is reused.

【0015】[0015]

【考案の効果】本考案のPC枕木の型枠側板はダボを一
対に取付け、PC鋼材の仮止めをダボと別の手段で外部
から着脱可能なボルトナット等とし、また側枠を前後進
及び転倒自在にしたので、従来のPC枕木の脱型、プレ
ストレス導入工程の労力が激減した。
EFFECT OF THE INVENTION The formwork side plates of the PC sleepers of the present invention are provided with a pair of dowels, and the PC steel material is temporarily fixed by means of bolts and nuts which can be detached from the outside by means different from the dowels. Since it can be fallen freely, the effort of demolding the conventional PC sleepers and the prestressing process is drastically reduced.

【図面の簡単な説明】[Brief description of drawings]

【図1】実施例のPC枕木型枠の緊張側の側板の側面図
である。
FIG. 1 is a side view of a side plate on a tension side of a PC sleeper formwork of an embodiment.

【図2】実施例のPC枕木固定側の側板の側面図であ
る。
FIG. 2 is a side view of a side plate on the PC sleeper fixed side of the embodiment.

【図3】緊張側の側板正面図である。FIG. 3 is a front view of a side plate on a tension side.

【図4】固定側の側板の正面図である。FIG. 4 is a front view of a side plate on a fixed side.

【図5】押ねじ装置の説明図である。FIG. 5 is an explanatory diagram of a push screw device.

【図6】脱型用のレバー装置の説明図である。FIG. 6 is an explanatory diagram of a lever device for demolding.

【図7】脱型動作の説明図である。FIG. 7 is an explanatory diagram of a demolding operation.

【図8】脱型動作の説明図である。FIG. 8 is an explanatory diagram of a demolding operation.

【図9】PC枕木型枠の縦断面図である。FIG. 9 is a vertical sectional view of a PC sleeper formwork.

【図10】PC枕木型枠の平面図である。FIG. 10 is a plan view of a PC sleeper formwork.

【図11】従来のPC枕木型枠の側板の説明図である。FIG. 11 is an explanatory view of a side plate of a conventional PC sleeper formwork.

【図12】従来のPC枕木型枠の側板の説明図である。FIG. 12 is an explanatory view of a side plate of a conventional PC sleeper formwork.

【図13】従来のPC枕木型枠の側板の説明図である。FIG. 13 is an explanatory view of a side plate of a conventional PC sleeper formwork.

【符号の説明】[Explanation of symbols]

1 型枠 2 フレーム 3 本体型枠 4、5 側板 6 固定側支圧板 7 緊張側支圧板 8 PC鋼材 9 ダボ 10 ボルト 11 ダボ 12 フランジ 13 コンクリート 14 凹部 15 腕 16 ピン 17 長孔 18 ブラケット 19 ダボを通す側板の穴 1 Formwork 2 Frame 3 Body Formwork 4, 5 Side Plate 6 Fixed Side Pressure Support Plate 7 Tension Side Pressure Support Plate 8 PC Steel Material 9 Dowel 10 Bolt 11 Dowel 12 Flange 13 Concrete 14 Recess 15 Arm 16 Pin 17 Long Hole 18 Bracket 19 Dowel Side plate hole

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 PC枕木の型枠側板に截頭円錐形のダボ
を固着し、該ダボ内に、PC鋼材を型枠側板に側板外方
から着脱可能に仮止めする手段を設けると共に、該型枠
側板を、前後進及び転倒自在に型枠フレームに取付けた
ことを特徴とするPC枕木の型枠側板。
1. A frusto-conical dowel is fixed to a side plate of a PC sleeper frame, and means for temporarily fixing the PC steel material to the side plate of the frame from the outside of the side plate is provided in the dowel. A formwork side plate of a PC sleeper characterized in that the formwork side plate is attached to the formwork frame so as to be able to move forward and backward and to fall.
【請求項2】 脱型用押ねじ装置を備えた請求項1記載
のPC枕木の型枠側板。
2. The mold side plate of the PC sleeper according to claim 1, further comprising a demolding screw device.
JP3015791U 1991-04-30 1991-04-30 PC sleeper formwork side plate Expired - Lifetime JPH088091Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3015791U JPH088091Y2 (en) 1991-04-30 1991-04-30 PC sleeper formwork side plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3015791U JPH088091Y2 (en) 1991-04-30 1991-04-30 PC sleeper formwork side plate

Publications (2)

Publication Number Publication Date
JPH04124603U JPH04124603U (en) 1992-11-13
JPH088091Y2 true JPH088091Y2 (en) 1996-03-06

Family

ID=31913824

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3015791U Expired - Lifetime JPH088091Y2 (en) 1991-04-30 1991-04-30 PC sleeper formwork side plate

Country Status (1)

Country Link
JP (1) JPH088091Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9393715B2 (en) * 2013-03-13 2016-07-19 Solidia Technologies, Inc. Composite railroad ties and methods of production and uses thereof
IT202100016322A1 (en) * 2021-06-22 2022-12-22 Andrea Caruso Formwork for making concrete blocks and process for separating a block from the building formwork.

Also Published As

Publication number Publication date
JPH04124603U (en) 1992-11-13

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Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19960903

EXPY Cancellation because of completion of term