JPS6129888Y2 - - Google Patents

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Publication number
JPS6129888Y2
JPS6129888Y2 JP6749080U JP6749080U JPS6129888Y2 JP S6129888 Y2 JPS6129888 Y2 JP S6129888Y2 JP 6749080 U JP6749080 U JP 6749080U JP 6749080 U JP6749080 U JP 6749080U JP S6129888 Y2 JPS6129888 Y2 JP S6129888Y2
Authority
JP
Japan
Prior art keywords
bolt
socket
mounting
formwork
seat
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
JP6749080U
Other languages
Japanese (ja)
Other versions
JPS56169041U (en
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 filed Critical
Priority to JP6749080U priority Critical patent/JPS6129888Y2/ja
Publication of JPS56169041U publication Critical patent/JPS56169041U/ja
Application granted granted Critical
Publication of JPS6129888Y2 publication Critical patent/JPS6129888Y2/ja
Expired legal-status Critical Current

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  • Ladders (AREA)
  • Bolts, Nuts, And Washers (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【考案の詳細な説明】 この考案は、コンクリートポールに足場ボルト
をねじ込み取付けするために、このポールに埋設
固定される足場ボルト用ソケツトの取付装置の改
良に関するものであり、特に、足場ボルト用ソケ
ツトを型枠の内側より取付け、且つ、その取付け
を強固にするためのコンクリートポールの足場ボ
ルト用ソケツトの取付装置に関するものである。
[Detailed description of the invention] This invention relates to an improvement of a mounting device for a scaffolding bolt socket that is buried and fixed to a concrete pole in order to screw the scaffolding bolt into the pole. This invention relates to a mounting device for sockets for scaffolding bolts on concrete poles, which are mounted from the inside of a formwork and to strengthen the mounting.

従来、使用されている取付装置は、第1図に示
したように上型枠又は下型枠からなる造形型枠1
の外面に固設している座2の孔2aへ頭付の取付
ボルト3を造形型枠1の外方より挿入して取付ボ
ルト3のねじ部3aを造形型枠1内へ突出させて
作業員の一方の手でこの取付ボルト3をそのまま
保持し、硬質磁器或いは硬質合成樹脂などにて形
成される足場ボルト用ソケツト4の鍔4aに弾性
ワツシヤ5をのせたまま、他方の手でこの足場ボ
ルト用ソケツト4をつかんで、造形型枠1内に突
出しているねじ部3aに足場ボルト用ソケツト4
のめねじ4bをねじ込み、弾性ワツシヤ5を介し
て鍔4aが造形型枠1の内面に当接するまでねじ
込めば、足場ボルト用ソケツト4が造形型枠1に
固定されるように構成している。
Conventionally, the mounting device used is a forming formwork 1 consisting of an upper formwork or a lower formwork as shown in Fig. 1.
Insert the head-mounted mounting bolt 3 from the outside of the molding form 1 into the hole 2a of the seat 2 fixed on the outer surface of the molding frame 1, and make the threaded part 3a of the mounting bolt 3 protrude into the molding form 1. While holding the mounting bolt 3 as it is with one hand of the worker, and placing the elastic washer 5 on the collar 4a of the socket 4 for the scaffold bolt made of hard porcelain or hard synthetic resin, use the other hand to tighten the scaffold. Grasp the bolt socket 4 and insert the scaffold bolt socket 4 into the threaded part 3a protruding into the modeling formwork 1.
The scaffolding bolt socket 4 is fixed to the modeling form 1 by screwing in the female screw 4b until the collar 4a comes into contact with the inner surface of the forming form 1 through the elastic washer 5. .

したがつて、この従来の取付装置では上述のよ
うに一方の手で取付ボルト3を保持しながら、他
方の手で足場ボルト用ソケツト4のめねじ4bを
取付ボルト3に位置合せしてねじ込まねばならな
いため、このように造形型枠1内の直接に目視で
きない状態で、しかも、取付ボルト3と足場ボル
ト用ソケツト4の双方が振れ動く状態でねじ込み
の位置合せをすることは極めて手数を要するもの
であり、更に、取付ボルト3と足場ボルト用ソケ
ツト4は共に人手で把持しながら締付けしている
ので、締付力が不足勝ちとなつている。又、座2
の孔2aと取付ボルト3との間には隙間があるの
で、上述した締付力不足も競合してコンクリート
柱入後の遠心締固めの工程の際に、未だ凝固して
いないコンクリートが弾性ワツシヤ5と造形型枠
1の内面との間又は、弾性ワツシヤ5と鍔4aと
の間を通つて座2の孔2aから漏出するなど、
種々の欠点があつた。
Therefore, with this conventional mounting device, while holding the mounting bolt 3 with one hand as described above, the female thread 4b of the scaffold bolt socket 4 must be aligned with the mounting bolt 3 and screwed in with the other hand. Therefore, it is extremely troublesome to align the screws in a state where the mounting bolts 3 and the scaffolding bolt sockets 4 cannot be directly seen inside the modeling formwork 1, and where both the mounting bolts 3 and the scaffolding bolt sockets 4 are swinging. Furthermore, since both the mounting bolt 3 and the scaffolding bolt socket 4 are tightened while being held by hand, the tightening force tends to be insufficient. Also, seat 2
Since there is a gap between the hole 2a and the mounting bolt 3, the lack of tightening force mentioned above also occurs, and during the centrifugal compaction process after inserting the concrete into the column, the unsolidified concrete becomes an elastic washer. 5 and the inner surface of the shaping formwork 1, or between the elastic washer 5 and the collar 4a, leaking from the hole 2a of the seat 2, etc.
There were various drawbacks.

更に又、実公昭43−9559号公報に所載せられて
いるコンクリートポール足場ソケツト取付装置が
知られている。然し乍ら、これは同公報第2図に
示すように、型枠10にソケツト1が挿入できる
孔が設けてあり、且つ、この孔と略同径の中座
(中空部)を有する取付座9の下端部に設けた鍔
を前記型枠10の前記孔の周囲に載置してあり、
更に、この取付座9の前記中座内にソケツト1が
螺子部3を上方にして摺動自在に挿入されてい
る。そして、この取付座9及びソケツト1の上面
にはパツキン7が載置され、ボルト4の螺子部を
前記ソケツト1の螺子部3に螺入してある。更
に、このボルト4は上端部を鍔状に突設して発条
受座5とし、その下方部を稍小径に段設して前記
取付座9の下端部の突設した鍔との間にスプリン
グ8を介装してある。そして、前記段設部より更
に小径に形成した垂壁6を有し、この垂壁6の外
側面が前記取付座9の中座(中空部)に丁度遊嵌
できるように形成されており、更に又、前記ボル
ト4の下端部は前記垂壁6より小径に段設した段
部6′が設けられ、前記パツキン7上に載置せら
れているのである。そこで、これを型枠10に取
付ける場合は、同第2図と第3図に示すように、
先ず、受座5を押圧すれば、パツキン1の直径は
中空垂壁9の径より稍大径であるため、その外周
部が上方に屈曲して段部6′に密着した状態とな
り、中空垂壁9の内筒面に沿つて下降する。更
に、受座5を押圧すれば、パツキン7は取付座9
の下面に位置し、同第3図に示すように原形に復
帰して型枠内に密着して型枠10に打込んだコン
クリートの露出を防止しようとするものである。
従つて、この装置によつて、型枠10に取付けた
ときはソケツト1は、前記パツキン7とスプリン
グ8によつて型枠10の内外に支承されているの
であり、スプリング8の反発力が大き過ぎるとパ
ツキン7は型枠10の孔より外れる憂があり、
又、スプリング8の反発力が弱過ぎると、型枠1
0に対する取付強度が弱くなり、従つて、遠心成
型時にコンクリートの圧力等によりソケツト1の
埋設角度が型枠10に対して直角にならない等の
欠陥がある。そこで、これらの欠陥を克服し、且
つ、ソケツト取付けを型枠の片面からできるよう
にしようとする問題点が生じるのである。
Furthermore, a concrete pole scaffolding socket mounting device is known, which is disclosed in Japanese Utility Model Publication No. 43-9559. However, as shown in Figure 2 of the same publication, this is because the formwork 10 has a hole into which the socket 1 can be inserted, and the mounting seat 9 has a center seat (hollow part) of approximately the same diameter as this hole. A collar provided at the lower end is placed around the hole of the formwork 10,
Further, the socket 1 is slidably inserted into the inner seat of the mounting seat 9 with the threaded portion 3 facing upward. A packing 7 is placed on the upper surface of the mounting seat 9 and the socket 1, and the threaded portion of the bolt 4 is screwed into the threaded portion 3 of the socket 1. Furthermore, this bolt 4 has a protruding upper end portion shaped like a flange to serve as a spring receiving seat 5, and a lower portion thereof is stepped to have a slightly smaller diameter so that a spring can be inserted between the lower end portion of the mounting seat 9 and the protruding flange. 8 has been inserted. It has a hanging wall 6 formed to have a smaller diameter than the stepped portion, and is formed so that the outer surface of the hanging wall 6 can be fit loosely into the center seat (hollow portion) of the mounting seat 9, Furthermore, the lower end of the bolt 4 is provided with a stepped portion 6' having a smaller diameter than the hanging wall 6, and is placed on the packing 7. Therefore, when attaching this to the formwork 10, as shown in FIGS. 2 and 3,
First, when the catch seat 5 is pressed, since the diameter of the packing 1 is slightly larger than the diameter of the hollow hanging wall 9, its outer circumferential portion bends upward and comes into close contact with the stepped portion 6', causing the hollow hanging wall to close. It descends along the inner cylindrical surface of the wall 9. Furthermore, if the catch seat 5 is pressed, the gasket 7 will be attached to the mounting seat 9.
As shown in FIG. 3, the concrete is placed on the lower surface of the formwork 10 and returns to its original shape to fit tightly into the formwork 10 to prevent the concrete cast into the formwork 10 from being exposed.
Therefore, with this device, when the socket 1 is attached to the formwork 10, it is supported inside and outside the formwork 10 by the packing 7 and the spring 8, and the repulsive force of the spring 8 is large. If it is too long, there is a risk that the packing 7 will come out of the hole in the formwork 10,
Also, if the repulsive force of the spring 8 is too weak, the formwork 1
Therefore, there are defects such as the embedding angle of the socket 1 not being perpendicular to the formwork 10 due to the pressure of concrete during centrifugal molding. Therefore, the problem arises of trying to overcome these deficiencies and to enable socket attachment from one side of the formwork.

この考案は、前記問題点に鑑み、これを解決そ
ようとして提案せられたものであり、足場ボルト
用ソケツトにねじ込み取付けする取付ボルトを、
造形型枠の外面に固着した座へねじ込み取付ける
ようにしたソケツト取付装置に於て、前記足場ボ
ルトは頭無しとし、このボルトの一端部にはレン
チ孔を縦設し、このレンチ孔を有しない方を足場
ボルト用ソケツトの内面に螺設しためねじ部に螺
入し、更に、足場ボルト用ソケツトの鍔部から突
出している取付ボルトのねじ部を前記造形型枠の
内面から前記座のめねじ部にねじ込むようにした
ことを特徴とするコンクリートポールの足場ボル
ト用ソケツトの取付装置を提供せんとするもので
ある。以下、この考案の実施例を別紙添付図面に
従つて詳述する。
This invention was proposed in an attempt to solve the above-mentioned problem, and includes a mounting bolt that is screwed into a socket for a scaffolding bolt.
In a socket mounting device that is screwed into a seat fixed to the outer surface of a modeling form, the scaffolding bolt is headless, and one end of the bolt is provided with a wrench hole vertically, and does not have a wrench hole. One end of the mounting bolt is screwed into the inner surface of the scaffold bolt socket, and the other end is screwed into the female threaded part, and the threaded part of the mounting bolt protruding from the flange of the scaffold bolt socket is inserted into the seat from the inner surface of the modeling form. It is an object of the present invention to provide a mounting device for a socket for a scaffolding bolt on a concrete pole, characterized in that the socket is screwed into a threaded portion. Hereinafter, embodiments of this invention will be described in detail with reference to the attached drawings.

第2図イに示したように、めねじ6aを備えた
座6を造形型枠1の外面に固設し、頭無しの取付
ボルト7の一端に角孔状のレンチ孔7aを凹設し
ておいて、この取付ボルト7の他端部分に足場ボ
ルト用ソケツト4のねじ4bをねじ込み、鍔4a
に弾性ワツシヤ5をのせて第2図ロに示したよう
に足場ボルト用ソケツト4の鍔4aから突出して
いる取付ボルト7のねじ部7bを造形型枠1の内
面から座6のめねじ6aにねじ込めば、第2図イ
に示したように足場ボルト用ソケツト4が造形型
枠1に固定されるように構成している。
As shown in FIG. 2A, a seat 6 with a female thread 6a is fixed on the outer surface of the forming frame 1, and a square wrench hole 7a is recessed in one end of the headless mounting bolt 7. Then, screw the screw 4b of the scaffold bolt socket 4 into the other end of this mounting bolt 7, and then tighten the flange 4a.
Place the elastic washer 5 on the bolt, and as shown in FIG. When screwed in, the scaffolding bolt socket 4 is fixed to the modeling formwork 1 as shown in FIG. 2A.

次に第3図に示した他の実施例のものは、足場
ボルト用ソケツト4のめねじ4bにねじ込みでき
る小径のおねじ8aとこのおねじ8aよりも大径
でかつリードは双方共に同一に形成したおねじ8
bを取付ボルト8に設けて、足場ボルト用ソケツ
ト4の鍔4aに弾性ワツシヤ5をのせておいて足
場ボルト用ソケツト4をこのおねじ8aにねじ込
んだ大小のおねじ8b,8aの接合部となる段部
8cに弾性ワツシヤ5の側面が当接する状態と
し、造形型枠1に固着した座9のめねじ9aに取
付ボルトのおねじ8bをねじ込めば、弾性ワツシ
ヤ5を介して足場ボルト用ソケツト4が造形型枠
1に固定されるように構成し、尚、取付ボルト8
の頭部には抜取りのための角孔状のレンチ孔8d
を凹設している。
Next, the other embodiment shown in FIG. 3 has a small diameter male screw 8a that can be screwed into the female thread 4b of the scaffold bolt socket 4, and a larger diameter than this male screw 8a, and both have the same lead. Formed male thread 8
b is provided on the mounting bolt 8, an elastic washer 5 is placed on the collar 4a of the scaffolding bolt socket 4, and the scaffolding bolt socket 4 is screwed into this male thread 8a to connect the large and small male screws 8b and 8a. When the side surface of the elastic washer 5 is brought into contact with the stepped portion 8c, and the male thread 8b of the mounting bolt is screwed into the female thread 9a of the seat 9 fixed to the molding form 1, the scaffolding bolt is inserted through the elastic washer 5. The socket 4 is configured to be fixed to the modeling formwork 1, and the mounting bolt 8
There is a square wrench hole 8d on the head for extraction.
is recessed.

この考案に係る足場ボルト用ソケツトの取付装
置は上述のように構成しているので、足場ボルト
用ソケツト4を造形型枠1に取付けるには、取付
ボルト7のレンチ孔7aの無い側を足場ボルト用
ソケツト4のめねじ4bにねじ込んだうえ、鍔4
aに弾性ワツシヤ5をのせて鍔4aから突出して
いるねじ部7bを造形型枠1の内面から座6のめ
ねじ6aにねじ込めば、弾性ワツシヤ5を介して
足場ボルト用ソケツト4が造形型枠1に固定され
ることになる。従つて取付ボルト7のねじ部7b
を座6のめねじ6aにねじ込むときには、足場ボ
ルト用ソケツト4を把持している作業者の片手を
使用するだけとなつたので、作業は極めて容易と
なり、又、造形型枠1に固着されている座6のめ
ねじ6aを作業者は直接に目視しながら取付ボル
ト7のねじ部7bを位置合せするのであるから、
この位置合せ作業は極めて容易に、しかも正確に
行うことができるのである。
Since the scaffold bolt socket mounting device according to this invention is constructed as described above, in order to attach the scaffold bolt socket 4 to the modeling form 1, the side of the mounting bolt 7 that does not have the wrench hole 7a should be inserted into the scaffold bolt. screwed into the female thread 4b of the socket 4, and
If the elastic washer 5 is placed on a and the threaded portion 7b protruding from the collar 4a is screwed into the female thread 6a of the seat 6 from the inner surface of the modeling form 1, the scaffolding bolt socket 4 will be attached to the forming mold via the elastic washer 5. It will be fixed to frame 1. Therefore, the threaded portion 7b of the mounting bolt 7
When screwing into the female thread 6a of the seat 6, the worker only needs to use one hand holding the scaffold bolt socket 4, making the work extremely easy. Since the operator aligns the threaded portion 7b of the mounting bolt 7 while directly visually observing the female thread 6a of the insulating seat 6,
This positioning work can be performed extremely easily and accurately.

そして取付ボルト7は、造形型枠1に固設され
ている座6にねじ込み、締付けするものであるの
で、足場ボルト用ソケツト4の締付けは緩みの起
り得ない強固なものとなるのであり、このように
弾性ワツシヤ5は充分に造形型枠1の内面と鍔4
aとに密着するので、遠心締固め作業のときにも
コンクリート漏れの恐れは無い。そしてコンクリ
ートポール造形後の解枠作業では、取付ボルト7
のレンチ孔7aに挿入したレンチを用いてこの取
付ボルト7を廻せば、足場ボルト用ソケツト4と
座6の夫々のめねじ4b,6aから取付ボルト7
を抜き取ることができるので、このように取付ボ
ルト7の抜き取り操作も極めて容易となるもので
ある。又、第3図に示した他の実施例のものは、
取付ボルト8のおねじ8a,8bの境界に段部8
cを形成しているので、取付ボルト8を座9にね
じ込む際に足場ボルト用ソケツト4をねじ廻し過
ぎたときであつても、段部8cに鍔4aが当接す
れば、以後、移動は全く阻示されることになるの
で、おねじ4bの末端が足場ボルト用ソケツト4
のねじ底4cを突き抜く危険は全く起り得ず、常
に安定した状態でこの足場ボルト用ソケツト4が
取付けされるものである。
Since the mounting bolts 7 are screwed into the seats 6 fixed to the modeling formwork 1 and tightened, the sockets 4 for scaffolding bolts are tightened firmly and cannot be loosened. As shown, the elastic washer 5 is sufficiently attached to the inner surface of the molding frame 1 and the collar 4.
Since it is in close contact with a, there is no fear of concrete leakage during centrifugal compaction work. In the dismantling work after forming the concrete pole, the mounting bolt 7
If the mounting bolt 7 is turned using a wrench inserted into the wrench hole 7a, the mounting bolt 7 will be removed from the female threads 4b and 6a of the scaffolding bolt socket 4 and the seat 6, respectively.
Since the mounting bolt 7 can be removed, the operation for removing the mounting bolt 7 is also extremely easy. In addition, the other embodiment shown in FIG.
There is a step 8 at the boundary between the male threads 8a and 8b of the mounting bolt 8.
c, even if the scaffolding bolt socket 4 is turned too far when screwing the mounting bolt 8 into the seat 9, once the collar 4a comes into contact with the step 8c, there will be no further movement. Therefore, the end of the male screw 4b is connected to the socket 4 for the scaffolding bolt.
There is no danger of the scaffolding bolt piercing through the screw bottom 4c, and the scaffolding bolt socket 4 is always installed in a stable state.

この考案は叙述せる実施例に於て詳述した如
く、足場ボルト用ソケツトに螺着してある取付ボ
ルトは、その上端部が頭無しに形成されているの
で、型枠の外側面に予め固着している座に対して
型枠の内側面より螺入でき、且つ、型枠の外側面
の座と内側面の足場ボルト用ソケツトとは、型枠
に対して極めて強力に取付けられるので、遠心成
型時に於ても、足場ボルト用ソケツトが型枠に対
して常に、直角に取付けられた状態で埋設できる
のである。そして、この足場ボルト用ソケツト
は、前記の通り、単に取付ボルトを型枠の内側面
より、型枠の外側面に固設した座に螺着する操作
のみで、取付けることができるため、その作業性
は著しく向上するのである。更に、コンクリート
硬化後は、前記取付ボルトの先端部にはレンチを
挿入できるレンチ孔が設けられているので、ここ
にレンチを挿嵌して回動すれば、当該取付ボルト
は外側面より簡単に取外すことができるのであ
る。
As described in detail in the embodiment described, the mounting bolt screwed into the socket for the scaffolding bolt is formed without a head at its upper end, so that it is fixed to the outside surface of the formwork in advance. The seats on the outside of the formwork and the sockets for scaffolding bolts on the inside of the formwork can be screwed into the seats from the inside of the formwork, and the seats on the outside of the formwork and the sockets for scaffolding bolts on the inside are extremely strongly attached to the formwork, so centrifugal Even during molding, the sockets for scaffolding bolts can be buried in a state where they are always attached at right angles to the formwork. As mentioned above, this scaffolding bolt socket can be installed by simply screwing the mounting bolt into the seat fixed on the outside surface of the formwork from the inside surface of the formwork, so the work is easy. performance will be significantly improved. Furthermore, after the concrete has hardened, a wrench hole into which a wrench can be inserted is provided at the tip of the mounting bolt, so by inserting a wrench there and turning, the mounting bolt can be easily removed from the outside surface. It can be removed.

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

第1図は従来使用されている足場ボルト用ソケ
ツトの取付装置を示す縦断正面図、第2図イ及び
第3図はこの考案の夫々の実施例を示す縦断正面
図、第2図ロは同図イの装置における締付途中の
状態を示す縦断正面図である。 符号説明、1……造形型枠、2,6,9……
座、2a……孔、3,7,8……取付ボルト、3
a,7b……ねじ部、4……足場ボルト用ソケツ
ト、4a……鍔、4b,6a,9a……めねじ、
4c……ねじ座、5……弾性ワツシヤ、7a,8
d……レンチ孔、8a,8b……おねじ、8c…
…段部。
Fig. 1 is a longitudinal sectional front view showing a conventional scaffold bolt socket mounting device, Figs. 2A and 3 are longitudinal sectional front views showing respective embodiments of this invention, and Fig. 2B is the same. FIG. 3 is a longitudinal sectional front view showing the device in FIG. Code explanation, 1... Modeling formwork, 2, 6, 9...
Seat, 2a... Hole, 3, 7, 8... Mounting bolt, 3
a, 7b...threaded part, 4...scaffolding bolt socket, 4a...tsuba, 4b, 6a, 9a...female thread,
4c...Screw seat, 5...Elastic washer, 7a, 8
d...Wrench hole, 8a, 8b...Male thread, 8c...
...Danbe.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 足場ボルト用ソケツトにねじ込み取付けする取
付ボルトを、造形型枠の外面に固着した座へねじ
込み取付けるようにしたソケツト取付装置に於
て、前記足場ボルトは頭無しとし、このボルトの
一端部にはレンチ孔を縦設し、このレンチ孔を有
しない方を足場ボルト用ソケツトの内面に螺設し
ためねじ部に螺入し、更に、足場ボルト用ソケツ
トの鍔部から突出している取付ボルトのねじ部
を、前記造形型枠の内面から前記座のめねじ部に
ねじ込むようにしたことを特徴とするコンクリー
トポールの足場ボルト用ソケツトの取付装置。
In a socket installation device in which a mounting bolt to be screwed into a scaffold bolt socket is screwed into a seat fixed to the outer surface of a modeling form, the scaffold bolt is headless and a wrench is attached to one end of the bolt. A hole is provided vertically, and the end without the wrench hole is screwed into the internal thread of the scaffold bolt socket, and the threaded part of the mounting bolt protrudes from the collar of the scaffold bolt socket. A mounting device for a socket for a scaffolding bolt on a concrete pole, characterized in that the socket is screwed into the female threaded portion of the seat from the inner surface of the shaping form.
JP6749080U 1980-05-19 1980-05-19 Expired JPS6129888Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6749080U JPS6129888Y2 (en) 1980-05-19 1980-05-19

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6749080U JPS6129888Y2 (en) 1980-05-19 1980-05-19

Publications (2)

Publication Number Publication Date
JPS56169041U JPS56169041U (en) 1981-12-14
JPS6129888Y2 true JPS6129888Y2 (en) 1986-09-02

Family

ID=29661499

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6749080U Expired JPS6129888Y2 (en) 1980-05-19 1980-05-19

Country Status (1)

Country Link
JP (1) JPS6129888Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013213976A1 (en) * 2013-07-17 2015-01-22 Wobben Properties Gmbh A method of manufacturing a precast concrete segment of a wind turbine tower

Also Published As

Publication number Publication date
JPS56169041U (en) 1981-12-14

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