JPH0633121Y2 - Formwork for repairing piping holes - Google Patents

Formwork for repairing piping holes

Info

Publication number
JPH0633121Y2
JPH0633121Y2 JP1988075466U JP7546688U JPH0633121Y2 JP H0633121 Y2 JPH0633121 Y2 JP H0633121Y2 JP 1988075466 U JP1988075466 U JP 1988075466U JP 7546688 U JP7546688 U JP 7546688U JP H0633121 Y2 JPH0633121 Y2 JP H0633121Y2
Authority
JP
Japan
Prior art keywords
pipe
hole
frame body
piping
repairing
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
JP1988075466U
Other languages
Japanese (ja)
Other versions
JPH01177346U (en
Inventor
寛 石井
Original Assignee
寛 石井
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 寛 石井 filed Critical 寛 石井
Priority to JP1988075466U priority Critical patent/JPH0633121Y2/en
Publication of JPH01177346U publication Critical patent/JPH01177346U/ja
Application granted granted Critical
Publication of JPH0633121Y2 publication Critical patent/JPH0633121Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は配管用孔を補修用モルタルにより補修する際
に、配管用孔を塞いで補修用モルタルの流出を防止する
配管用孔の補修用型枠に関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention is for repairing a hole for a pipe to prevent the mortar for repair from flowing out when the hole for a pipe is repaired with a mortar for repairing. It concerns the formwork.

[従来の技術] コンクリート建築物の床版(スラブ)を貫通させて排水
管,水道管,ガス管等を配管する場合、予め床版に開け
られた配管用孔に上記管を挿通させて配管した後に、防
水および防火のために配管用孔に補修用モルタルを注入
して塞ぐことが行われている。この補修用モルタルは水
量を若干多めにして小さな隙間に充填できる程度に軟練
したものであるために、配管用孔に注入された補修用モ
ルタルが流れ落ちないように配管用孔を塞ぐ必要があ
る。
[Prior Art] When a drainage pipe, a water pipe, a gas pipe or the like is piped through a floor slab of a concrete building, the pipe is inserted through a pipe hole previously opened in the floor slab. After that, repairing mortar is injected into the piping hole to close it for waterproofing and fire protection. Since this repair mortar is kneaded so that it can be filled in a small gap with a slightly larger amount of water, it is necessary to block the piping hole so that the repair mortar injected into the piping hole does not flow down. .

従来、配管用孔を塞ぐ配管用孔の補修用型枠としては第
6図に示すように、ベニヤ板101に管の外径と同径の
孔102を糸鋸等で開け、その孔102の中心に向けて
切れ目103を入れたものがある。この型枠100は第
7図に示すようにコンクリート建築物の床版111に開
けられた配管用孔112に例えば排水管113を挿通さ
せて配管した後、この排水管113の立上り部分に上記
型枠100の切れ目103を広げ嵌め込み、この型枠1
00を複数本の支え棒114を用いて床版111の下面
に押し付けて配管用孔112を塞ぐようにしている。
Conventionally, as a repairing form for a pipe hole that closes the pipe hole, as shown in FIG. 6, a hole 102 having the same diameter as the outer diameter of the pipe is made in a veneer plate 101 with a saw and the like, and the center of the hole 102 is formed. Some have a cut 103 facing toward them. As shown in FIG. 7, the mold 100 is constructed by inserting, for example, a drainage pipe 113 into a pipe hole 112 formed in a floor slab 111 of a concrete building, and then connecting the drainage pipe 113 to the rising portion thereof. The cut 103 of the frame 100 is spread and fitted, and the form 1
00 is pressed against the lower surface of the floor slab 111 using a plurality of support rods 114 to close the piping hole 112.

このように型枠100で配管用孔112を塞いだ状態
で、補修用モルタル115を注入し十分に硬化させるこ
とにより、配管用孔112を補修することができる。
In this way, the pipe hole 112 can be repaired by injecting the repair mortar 115 and sufficiently hardening it while the pipe hole 112 is blocked by the mold 100.

[考案が解決しようとする課題] ところが、上述の従来技術では支え棒114を排水管1
13,配管継手113aおよび梁等で支えるために、高
所や狭い所での取付け作業が困難となり作業能率が低下
する問題がある。しかも、取付け場所によって支え棒1
14の長さが異なるため、支え棒114の長さを現場で
調整することは大変に面倒であり、かつ支え棒を再利用
することができず不経済である。特に、共有排水管や雨
水排水管のように垂直に配管される場合には、支え棒1
14を下層階の床版111で支えなければならないた
め、支え棒114として長くて丈夫な高価な材料を使用
しなければならず不経済であり、かつ長い支え棒114
の取扱は非常に面倒であった。
[Problems to be Solved by the Invention] However, in the above-described conventional technique, the support rod 114 is not attached to the drain pipe 1.
Since it is supported by 13, the pipe joint 113a, the beam, and the like, there is a problem that the mounting work in a high place or a narrow place becomes difficult and the work efficiency decreases. Moreover, depending on the mounting location, the supporting rod 1
Since the lengths of the support rods 14 are different, it is very troublesome to adjust the length of the support rod 114 on site, and it is uneconomical because the support rod cannot be reused. In particular, when the pipes are installed vertically such as shared drainage pipes and rainwater drainage pipes, the support rod 1
Since 14 must be supported by the floor slab 111 on the lower floor, it is uneconomical to use a long, durable and expensive material as the supporting rod 114, and the supporting rod 114 is long.
Was very troublesome to handle.

また、ベニヤ板に真円の孔102を糸鋸で切欠くことは
非常に難しく、高度の技術と時間を要するとともに、孔
102の径が排水管113の外径より小さいと型枠10
0を排水管113に容易に嵌め込むことができず、また
孔102の径が排水管113の外径より大きいと排水管
113との間に隙間ができ補修用モルタル115が流出
してしまう問題がある。
In addition, it is very difficult to cut out a perfect circular hole 102 in the veneer plate with a saw, and it requires a high level of skill and time, and if the diameter of the hole 102 is smaller than the outer diameter of the drain pipe 113, the formwork 10 is formed.
0 cannot be easily fitted into the drain pipe 113, and if the diameter of the hole 102 is larger than the outer diameter of the drain pipe 113, a gap is created between the hole 102 and the drain pipe 113, and the repair mortar 115 flows out. There is.

本考案は上記の問題点に着目してなされたもので、取付
け取外しを簡単化して作業能率を向上し得るとともに、
配管用孔を良好に塞いで補修用モルタルの流出を完全に
防ぐことができる配管用孔の補修用型枠を提供すること
を目的とする。
The present invention has been made in view of the above problems, and can be easily attached and removed to improve work efficiency.
An object of the present invention is to provide a repairing mold for a piping hole, which can satisfactorily close the piping hole and completely prevent the repair mortar from flowing out.

[課題を解決するための手段] 本考案はコンクリート建築物の床版に開けられた配管用
孔に管を挿通させ、ここに補修用モルタルを注入して補
修する際に配管用孔を閉塞させる配管用孔の補修用型枠
において、管に巻装される筒状の弾性材料からなる支持
部と、この支持部の一端より浅い皿状の鍔状に延出した
弾性材料からなる枠体と、支持部および枠体に形成され
た切れ目と、支持部を管に締め付け固定する固定手段と
を具備したことを特徴とする。また、枠体の上に切れ目
を有する環状の補助プレートを設けることもできる。
[Means for Solving the Problem] The present invention inserts a pipe into a pipe hole formed in a floor slab of a concrete building, and injects repair mortar into the pipe hole to close the pipe hole when repairing. In a repairing form for a piping hole, a support portion made of a cylindrical elastic material wound around the pipe, and a frame body made of an elastic material extending in a dish-like brim shape shallower than one end of the support portion. It is characterized in that it is provided with a break formed in the supporting portion and the frame and a fixing means for fastening and fixing the supporting portion to the pipe. Further, an annular auxiliary plate having a cut may be provided on the frame body.

[作用] 上記のように構成された配管用孔の補修用型枠によれ
ば、支持部と枠体に形成された切れ目を広げて管に嵌め
込み、枠体を床版の下面に押し付けて固定手段により管
に固定することにより、配管用孔を枠体で塞ぐことがで
きる。しかも、支持部および枠体を弾性材料で形成する
ことにより、支持体および枠体が管や床版に密着して封
口性を高めることができる。
[Operation] According to the repairing form of the piping hole configured as described above, the cut formed in the support portion and the frame body is widened and fitted into the pipe, and the frame body is pressed against the lower surface of the floor slab and fixed. By fixing to the pipe by the means, the pipe hole can be closed with the frame body. Moreover, by forming the support portion and the frame body with the elastic material, the support body and the frame body can be in close contact with the pipe or the floor slab to enhance the sealing property.

また、枠体を浅い皿状に形成することにより、枠体の強
度および弾性力が増し、枠体を床版に圧接させることが
できる。
Further, by forming the frame body into a shallow dish shape, the strength and elastic force of the frame body are increased, and the frame body can be pressed against the floor slab.

[実施例] 以下、図面を参照して本考案の一実施例を説明する。第
1図は本考案に適用した配管用孔の補修用型枠の外観を
示す斜視図、第2図は同型枠の平面図、第3図は同型枠
の断面図を示す。図において1は管の外径と同等もしく
は若干小さい内径を有する円筒状の支持部で、管との密
着性を高めるために支持部1の内径を管の外径より若干
小さくすることが望ましい。本実施例では例えば呼び径
3/4インチの鋳鉄管に使用する場合には支持部1の内
径を鋳鉄管の外径27.2mmより1.2mm小さい26mm
に、呼び径2インチの鋳鉄管に2用する場合には支持部
1の内径を鋳鉄管の外径60.5mmより1.5mm小さい
59mmに、呼び径4インチの鋳鉄管に使用する場合には
支持部1の内径を鋳鉄管の外径114.3mmより2.3
mm小さい112mmに設定してある。
[Embodiment] An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view showing the appearance of a repairing mold for a piping hole applied to the present invention, FIG. 2 is a plan view of the same, and FIG. 3 is a sectional view of the same. In the figure, reference numeral 1 denotes a cylindrical supporting portion having an inner diameter equal to or slightly smaller than the outer diameter of the tube, and it is desirable that the inner diameter of the supporting portion 1 be slightly smaller than the outer diameter of the tube in order to improve the adhesion with the tube. In this embodiment, for example, when used for a cast iron pipe having a nominal diameter of 3/4 inch, the inner diameter of the support portion 1 is 26 mm, which is 1.2 mm smaller than the outer diameter of the cast iron pipe, 27.2 mm.
In addition, when using 2 for a cast iron pipe with a nominal diameter of 2 inches, when the inner diameter of the support part 1 is 59 mm, which is 1.5 mm smaller than the outer diameter 60.5 mm of the cast iron pipe, and for a cast iron pipe with a nominal diameter of 4 inches. Indicates that the inner diameter of the support portion 1 is 2.3 from the outer diameter 114.3 mm of the cast iron pipe.
It is set to 112 mm, which is smaller by mm.

この支持部1の一端には鍔状の枠体2が延出されてお
り、支持部1と枠体2は周知の成形手段を用いて天然ゴ
ムや合成ゴム等の弾性材料を一体成形して作られる。本
実施例では第3図に示すように枠体2を浅い皿状に形成
し、枠体2自身の強度および弾性力が増すように考慮し
てある。
A brim-shaped frame body 2 is extended to one end of the support portion 1. The support portion 1 and the frame body 2 are integrally molded of an elastic material such as natural rubber or synthetic rubber by using a known molding means. Made In this embodiment, the frame body 2 is formed in a shallow dish shape as shown in FIG. 3 so that the strength and elastic force of the frame body 2 itself are increased.

この支持部1と枠体2には配管された管の立上り部分に
着脱できるように支持部1から枠体2にかけて切れ目3
が形成されている。この切れ目3は第4図に示すように
枠体2の部分で階段状に切られ、枠体2の両端に扇形の
舌片2a,2bを形成している。これらの舌片2a,2
bは枠体2が床版に押し付けられて扁平になった際に、
枠体2の外周が広がることによって隙間ができないよう
に下方の舌片2bに上方の舌片2aが重なり合うに考慮
されており、上方の舌片2aを下方の舌片2bより大き
く形成してある。
A gap 3 is formed between the support portion 1 and the frame body 2 so that the support portion 1 and the frame body 2 can be attached to and detached from the rising portion of the pipe that is piped.
Are formed. As shown in FIG. 4, the cut 3 is stepwise cut at the frame body 2, and fan-shaped tongues 2a and 2b are formed at both ends of the frame body 2. These tongue pieces 2a, 2
b is when the frame body 2 is pressed against the floor slab and becomes flat,
It is considered that the upper tongue piece 2a overlaps the lower tongue piece 2b so that the outer circumference of the frame body 2 is widened so that no gap is formed, and the upper tongue piece 2a is formed larger than the lower tongue piece 2b. .

また、上記支持部1と枠体2には夫々切れ目3を挟んで
フック面とループ面からなるベルベットファスナー4
a,4b,5a,5bが固着されている。
Further, a velvet fastener 4 having a hook surface and a loop surface with a slit 3 sandwiched between the support portion 1 and the frame body 2, respectively.
a, 4b, 5a and 5b are fixed.

このように構成した型枠6は管の呼び径(例えば3/4
インチ用,2インチ用,4インチ用)に応じて複数種類
作られる。
The formwork 6 configured in this way has a nominal pipe diameter (for example, 3/4
Multiple types are made according to inch, 2 inch, 4 inch).

次に、この配管用孔の補修用型枠6の使用方法を第5図
により説明する。まず、図に示すようにコンクリート建
造物の床版11に開けられた配管用孔12に例えば4イ
ンチの排水管13を挿通させて配管する。この配管工事
が終了した時点で排水管13の立上り部分に支持部1と
枠体2に形成された切れ目3を広げて枠体6を嵌め込
み、支持体1を排水管13に巻装させる。この後、支持
体1を例えば左手で持って上方に押し上げ、枠体2を床
版11の下面に押し付ける。そして、ベルベットファス
ナー4aを例えば右手で引っ張りながら支持体1を排水
管13に締め付け、この状態でベルベットファスナー4
aをベルベットファスナー4bに止めて固定する。この
とき、枠体2の舌片2a,2bが開かないようにベルベ
ットファスナー5a,5bで固定する。
Next, a method of using the repairing mold 6 for the piping hole will be described with reference to FIG. First, for example, a 4-inch drainage pipe 13 is inserted into a piping hole 12 formed in a floor slab 11 of a concrete structure as shown in the figure for piping. At the time of completion of this piping work, the support body 1 and the frame body 6 are fitted in the rising portion of the drain pipe 13 by widening the cuts 3 formed in the support body 1 and the frame body 2, and the support body 1 is wound around the drain pipe 13. After that, the support 1 is held by, for example, the left hand and pushed up, and the frame 2 is pressed against the lower surface of the floor slab 11. Then, while pulling the velvet fastener 4a with, for example, the right hand, the support 1 is fastened to the drain pipe 13, and in this state, the velvet fastener 4a
A is fastened and fixed to the velvet fastener 4b. At this time, the tongue pieces 2a and 2b of the frame body 2 are fixed with the velvet fasteners 5a and 5b so as not to open.

このようにして型枠6で配管用孔12を塞いだ状態で、
配管用孔12に補修用モルタル14を注入する。そし
て、この補修用モルタル14が十分に硬化したならばベ
ルベットファスナー4a,5aを外し、支持部1と枠体
2の切れ目3を広げて型枠6を排水管13より取外す。
In this manner, with the formwork 6 closing the piping hole 12,
The repairing mortar 14 is injected into the piping hole 12. When the repair mortar 14 is sufficiently hardened, the velvet fasteners 4a and 5a are removed, the cut 3 between the support 1 and the frame 2 is widened, and the form 6 is removed from the drain pipe 13.

したがって、このような構成によれば、支持部1と枠体
2に形成された切れ目3を広げて排水管13に嵌め込
み、枠体1を床版11の下面に押し付けて排水管13に
締め付け固定することにより、型枠6を容易に取付ける
ことができるとともに、支持部1の締め付けを解除する
ことにより、型枠6を容易に取外すことができるため、
従来のものに比べて作業能率を著しく向上させることが
できる。しかも、排水管13に締め付け固定される支持
部1に枠体2を一体に設けることにより、支え棒を用い
ずに型枠6を排水管13に直接取付けることができるた
め、従来技術では取付けが困難であった狭い所および垂
直に配管された管に型枠6を簡単に取付けることができ
るとともに、型枠6全体を再利用することができ、かつ
高価な支え棒が不要になり経済的である。
Therefore, according to such a configuration, the cut 3 formed in the support portion 1 and the frame body 2 is expanded and fitted into the drain pipe 13, and the frame body 1 is pressed against the lower surface of the floor slab 11 and tightened and fixed to the drain pipe 13. By doing so, the mold 6 can be easily attached, and by releasing the tightening of the support portion 1, the mold 6 can be easily removed.
The work efficiency can be remarkably improved as compared with the conventional one. Moreover, since the frame body 2 is integrally provided on the support portion 1 that is fastened and fixed to the drain pipe 13, the mold 6 can be directly attached to the drain pipe 13 without using a supporting rod, so that the conventional technique does not require attachment. The mold 6 can be easily attached to a narrow space and a vertically piped pipe, which was difficult, and the entire mold 6 can be reused, and an expensive supporting rod is not required, which is economical. is there.

また、支持部1および枠体2を弾性材料で形成すること
により、排水管13との間の密着性を確保するととも
に、床版11に凹凸や釘等の異物が存在しても、その異
物を弾性的に包み込んで床版11との間の密着性を良く
するため、配管用孔12を良好に塞ぐことができ、補修
用モルタル14の流出を防止することができる。この場
合、枠体2を浅い皿状に形成することにより、枠体2の
強度を増加させて注入されるモルタルの重量に耐えられ
る強度とするとともに、皿状の枠体2が床版11に密着
することにより封口性を著しく高めることができる。
Further, by forming the support portion 1 and the frame body 2 from an elastic material, the adhesion between the drain pipe 13 and the drain pipe 13 is secured, and even if foreign matter such as unevenness or nails exists on the floor slab 11, the foreign matter Is elastically wrapped to improve the adhesion with the floor slab 11, so that the piping hole 12 can be satisfactorily closed and the repair mortar 14 can be prevented from flowing out. In this case, by forming the frame body 2 in a shallow dish shape, the strength of the frame body 2 is increased to withstand the weight of the mortar to be injected, and the dish body 2 is attached to the floor slab 11. The close contact can remarkably enhance the sealing property.

なお、本考案は上記実施例に限定されるものではなく、
要旨を変更しない範囲において種々変形して実施するこ
とができる。
The present invention is not limited to the above embodiment,
Various modifications can be implemented without changing the gist.

例えば、配管用孔が枠体より大きい場合に、枠体の外径
より大きな環状の補助プレートを枠体の上に載置して配
管用孔を補助プレートと枠体で塞ぐこともできる。望ま
しくは補助プレートの内径を管の外径より大きく形成
し、補助プレートを管を中心にして放射方向に自由自在
に移動できるようにする。
For example, when the piping hole is larger than the frame body, an annular auxiliary plate having a larger outer diameter than the frame body may be placed on the frame body to close the piping hole with the auxiliary plate and the frame body. Desirably, the inner diameter of the auxiliary plate is made larger than the outer diameter of the tube so that the auxiliary plate can freely move in the radial direction around the tube.

また、上記実施例ではベルベットファスナーを用いて支
持部を管に締め付け固定したが、本考案はこれに限定さ
れるものではなく例えば紐,ベルト,バックルなどを用
いて締め付け固定することができる。
Further, in the above-mentioned embodiment, the supporting portion is fastened and fixed to the pipe by using the velvet fastener, but the present invention is not limited to this, and it can be fastened and fixed by using, for example, a string, a belt or a buckle.

[考案の効果] 以上に説明したように本考案によれば、構成が一体的構
造であるので取扱いおよび取付け取外しが簡単で作業能
率を向上させることができるともに、配管用孔に注入さ
れる補修用モルタルを支えてモルタルの流出を完全に防
ぐことができる配管用孔の補修用型枠を提供するこがで
きる。
[Effects of the Invention] As described above, according to the present invention, since the structure is an integral structure, the handling and mounting / removal is easy and the working efficiency can be improved, and the repair to be injected into the piping hole is performed. It is possible to provide a formwork for repairing piping holes, which can support the mortar for use and completely prevent the mortar from flowing out.

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

第1図は本発明を適用した配管用孔の補修用型枠の一実
施例を示す斜視図、第2図は同実施例の平面図、第3図
は第2図A−A線に沿って矢印方向に見た同実施例の断
面図、第4図は同実施例の要部示す拡大図、第5図は同
実施例の使用状態を示す説明図、第6図は従来の配管用
孔の補修用型枠の一例を示す平面図、第7図は同型枠の
使用状態を示す説明図である。 1…支持部、2…枠体 2a,2b…舌片、3…切れ目 4a,4b,5a,5b…ベルベットファスナー 6…配管用孔の補修用型枠 11…床版、12…配管用孔 13…排水管、14…補修用モルタル
FIG. 1 is a perspective view showing an embodiment of a repairing form for a piping hole to which the present invention is applied, FIG. 2 is a plan view of the embodiment, and FIG. 3 is a view taken along line AA in FIG. FIG. 4 is a cross-sectional view of the same embodiment seen in the direction of the arrow, FIG. 4 is an enlarged view showing a main part of the same embodiment, FIG. 5 is an explanatory view showing a usage state of the same embodiment, and FIG. FIG. 7 is a plan view showing an example of a mold for repairing holes, and FIG. 7 is an explanatory view showing a usage state of the mold. DESCRIPTION OF SYMBOLS 1 ... Support part, 2 ... Frame body 2a, 2b ... Tongue piece, 3 ... Cut line 4a, 4b, 5a, 5b ... Velvet fastener 6 ... Piping hole repair formwork 11 ... Floor slab, 12 ... Piping hole 13 … Drain pipe, 14… Repair mortar

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】コンクリート建築物の床版に開けられた配
管用孔に管を挿通させ、ここに補修用モルタルを注入し
て補修する際に上記配管用孔を閉塞させる配管用孔の補
修用型枠において、 上記管に巻装される筒状の弾性材料からなる支持部と、 この支持部の一端より浅い皿状の鍔状に延出した弾性材
料からなる枠体と、 上記支持部および上記枠体に形成された切れ目と、 上記支持部を上記管に締め付け固定する固定手段と、 を具備したことを特徴とする配管用孔の補修用型枠。
1. A repair of a piping hole for inserting a pipe into a piping hole formed in a floor slab of a concrete building, and injecting repair mortar into the piping hole to close the piping hole when repairing. In the formwork, a support portion made of a cylindrical elastic material wound around the tube, a frame body made of an elastic material extending in a dish-like brim shape shallower than one end of the support portion, the support portion, and A formwork for repairing a hole for piping, comprising: a break formed in the frame body; and a fixing means for fastening and fixing the support portion to the pipe.
【請求項2】上記枠体の上に切れ目を有する環状の補助
プレートを設けたことを特徴とする請求項1記載の配管
用孔の補修用型枠。
2. A formwork for repairing a hole for piping according to claim 1, wherein an annular auxiliary plate having a cut is provided on the frame body.
JP1988075466U 1988-06-06 1988-06-06 Formwork for repairing piping holes Expired - Lifetime JPH0633121Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988075466U JPH0633121Y2 (en) 1988-06-06 1988-06-06 Formwork for repairing piping holes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988075466U JPH0633121Y2 (en) 1988-06-06 1988-06-06 Formwork for repairing piping holes

Publications (2)

Publication Number Publication Date
JPH01177346U JPH01177346U (en) 1989-12-19
JPH0633121Y2 true JPH0633121Y2 (en) 1994-08-31

Family

ID=31300533

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988075466U Expired - Lifetime JPH0633121Y2 (en) 1988-06-06 1988-06-06 Formwork for repairing piping holes

Country Status (1)

Country Link
JP (1) JPH0633121Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5833667B2 (en) * 1977-10-20 1983-07-21 松下電器産業株式会社 Manufacturing method for battery electrodes

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5833667U (en) * 1981-08-31 1983-03-04 株式会社長谷川工務店 Formwork for sealing sleeve holes
JPS58110135U (en) * 1982-01-21 1983-07-27 「あ」口 幸男 Formwork for filling holes

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5833667B2 (en) * 1977-10-20 1983-07-21 松下電器産業株式会社 Manufacturing method for battery electrodes

Also Published As

Publication number Publication date
JPH01177346U (en) 1989-12-19

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