JPH0225032Y2 - - Google Patents

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Publication number
JPH0225032Y2
JPH0225032Y2 JP1985087818U JP8781885U JPH0225032Y2 JP H0225032 Y2 JPH0225032 Y2 JP H0225032Y2 JP 1985087818 U JP1985087818 U JP 1985087818U JP 8781885 U JP8781885 U JP 8781885U JP H0225032 Y2 JPH0225032 Y2 JP H0225032Y2
Authority
JP
Japan
Prior art keywords
surface portion
mortar
pipe
overlapping
receiving 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.)
Expired
Application number
JP1985087818U
Other languages
Japanese (ja)
Other versions
JPS61202780U (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 JP1985087818U priority Critical patent/JPH0225032Y2/ja
Publication of JPS61202780U publication Critical patent/JPS61202780U/ja
Application granted granted Critical
Publication of JPH0225032Y2 publication Critical patent/JPH0225032Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 〓産業上の利用分野〓 本考案は、スラブ(コンクリートの床)を貫通
する配管の配管目地に、モルタルを充填する際に
使用する配管目地のモルタル押えに関するもので
ある。
[Detailed description of the invention] Industrial application field This invention relates to a mortar presser for pipe joints used when filling mortar into pipe joints of pipes penetrating a slab (concrete floor). .

〓従来の技術〓 従来、スラブ貫通配管の目地にモルタルを充填
するには、第3図に示すごとき工法によつてい
る。
〓Conventional technology〓 Conventionally, the method shown in Fig. 3 has been used to fill the joints of slab penetrating piping with mortar.

この従来工法は、先ず、スラブSを貫通する配
管Pの、該スラブSより適当な距離下方部位に、
あらかじめ用意した角材51,51,51…を井
桁状に針金52等で緊締して固定台部50を組立
てる。次いで、スラブSの下面には、配管Pが嵌
入する半円状の切欠部を設けたベニヤ板55,5
5を左右から該配管Pを挾む状態にあてがい、こ
のベニヤ板55,55と前記固定台部50との間
には、上端が該ベニヤ板55,55をスラブSの
下面に押し付ける押え棒53,53,53…を該
固定台部50の適当箇所に釘54等で固着して、
ベニヤ板55,55が配管目地Qの底を塞ぐよう
固定する。そして、この配管目地QにモルタルM
を充填し、モルタルMが固化した後に、該押え棒
53、ベニヤ板55、固定台部50を取り除くも
のである。
In this conventional construction method, first, a portion of the pipe P penetrating the slab S is placed at an appropriate distance below the slab S.
The fixing base part 50 is assembled by tightening the square pieces 51, 51, 51, etc. prepared in advance in a grid shape with wires 52 or the like. Next, on the lower surface of the slab S, plywood plates 55, 5 are provided with semicircular notches into which the pipes P fit.
5 is placed between the left and right sides of the pipe P, and between the plywood plates 55, 55 and the fixing base portion 50, there are presser bars 53, 53 whose upper ends press the plywood plates 55, 55 against the lower surface of the slab S. , 53... are fixed to appropriate locations on the fixing base 50 with nails 54, etc.
The plywood boards 55, 55 are fixed so as to cover the bottom of the pipe joint Q. Then, mortar M is placed on this pipe joint Q.
After the mortar M is filled and solidified, the presser rod 53, the plywood board 55, and the fixing base portion 50 are removed.

〓考案が解決しようとする問題点〓 したがつて、上記従来工法によると、ベニヤ板
55,55をスラブSの下面に固定するまでの作
業に手数がかかり、特に、この作業は頭上作業と
なるため、大きな労力を必要とするばかりか、確
実にベニヤ板55,55を固定したり、配管目地
Qの底を適確に塞ぐことが難しく、労力をかけて
も仕上りが悪くなる傾向にあることが知られてい
る。
〓Problems to be solved by the invention〓 Therefore, according to the above-mentioned conventional construction method, it takes a lot of work to fix the plywood boards 55, 55 to the lower surface of the slab S, and in particular, this work is an overhead work. It is known that not only does it require a lot of effort, but it is also difficult to securely fix the plywood boards 55, 55 and to properly close the bottom of the pipe joint Q, and the finish tends to deteriorate even if effort is put into it. It is being

また、この従来工法は前記固定台部50を後日
取り除く作業も同様に煩雑で大変大きな労力を要
するもので、この配管目地へのモルタル充填の経
費が、配管工事経費の増加の大きな原因となつて
いる。
Furthermore, in this conventional construction method, the work of removing the fixing base portion 50 at a later date is similarly complicated and requires a great deal of labor, and the cost of filling mortar into the pipe joints is a major cause of the increase in piping work costs. There is.

そこで、本考案は、上記欠点を解決すべくなさ
れたもので、容易な作業により、確実で適確にス
ラブ下面にモルタル受面を固定することのできる
配管目地のモルタル押えを提供することを目的と
したものである。
Therefore, the present invention was devised to solve the above-mentioned drawbacks, and the purpose is to provide a mortar holder for pipe joints that can securely and accurately fix the mortar receiving surface to the lower surface of the slab with easy work. That is.

〓問題点を解決するための手段〓 上記の目的に沿い、先述実用新案登録請求の範
囲を要旨とする本考案の構成は前述問題点を解決
するために、縦二つ割状の筒体部10の上端に、
外方に向う水平モルタル受面部20を突設し、 上記水平モルタル受面部20の一端には該水平
モルタル受面部20の上面側略半分の厚みの重合
面部21を延設し、他端には低段面部22を形成
し、 上記筒体部10の一端には該水平モルタル受面
部20の外周面側略半分の厚みの重合面部11を
延設し、他端には該重合面部11が重合するため
の低段面部12を形成し、 上記筒体部10の両端外周面部には締着具30
の挿通孔13を有した締着用突部14を配してな
る技術的手段を講じたものである。
〓Means for solving the problem〓 In line with the above-mentioned purpose, the structure of the present invention, which is based on the above-mentioned claims for utility model registration, is to solve the above-mentioned problem. At the top of 10,
A horizontal mortar receiving surface portion 20 is provided protruding outward, and an overlapping surface portion 21 having a thickness approximately half of the upper surface side of the horizontal mortar receiving surface portion 20 is provided at one end of the horizontal mortar receiving surface portion 20, and an overlapping surface portion 21 having a thickness approximately half of the upper surface side of the horizontal mortar receiving surface portion 20 is provided at one end of the horizontal mortar receiving surface portion 20. A low step surface portion 22 is formed, and an overlapping surface portion 11 having a thickness approximately half of the outer peripheral surface side of the horizontal mortar receiving surface portion 20 extends from one end of the cylindrical body portion 10, and the overlapping surface portion 11 extends from the other end. A low step surface portion 12 is formed for the purpose of securing the cylindrical body portion 10, and fasteners 30 are provided on the outer peripheral surface portions of both ends of the cylindrical body portion 10.
This is a technical measure in which a fastening protrusion 14 having an insertion hole 13 is arranged.

〓作用〓 それ故、本考案は、本案配管目地のモルタル押
えを一対用意し、第2図に示すごとく、配管Pの
スラブS下面部位で、該配管Pを両側から挾み込
むようにして、両筒体部1a,1aの両端と両モ
ルタル受面部1b,1bの両端とを夫々接合させ
る。すると、一方の水平モルタル受面部20の重
合面部21は、別の水平モルタル受面部20の低
段面部22上に重合し、筒体部10の内径と配管
Pの外径とに多少の誤差が有つても両モルタル受
面部20,20は間隙の無いリング盤形状を形成
する。そして、この両筒体部10,10の締着用
突部14,14間を適宜締着具30で連結定着す
ると両筒体部10,10乃至両水平モルタル受面
部20,20は該配管Pに固定される。そこで、、
両モルタル受面部20,20は、配管目地Qの底
を塞ぐため、該配管目地QにモルタルMを充填す
ることが可能となる作用を呈するものである。
〓Operation〓 Therefore, in the present invention, a pair of mortar holders for the pipe joints of the present invention are prepared, and as shown in Fig. 2, the pipe P is sandwiched from both sides at the bottom surface of the slab S of the pipe P. Both ends of the body portions 1a, 1a and both ends of the mortar receiving surfaces 1b, 1b are respectively joined. Then, the overlapping surface section 21 of one horizontal mortar receiving surface section 20 overlaps on the low step surface section 22 of another horizontal mortar receiving surface section 20, and there is some error between the inner diameter of the cylindrical body section 10 and the outer diameter of the pipe P. Both mortar receiving surfaces 20, 20 form a ring disk shape with no gap. Then, when the fastening protrusions 14, 14 of the two cylindrical body parts 10, 10 are connected and fixed with an appropriate fastener 30, both the cylindrical body parts 10, 10 and both horizontal mortar receiving surfaces 20, 20 are connected to the pipe P. Fixed. Therefore,,
Both mortar receiving surfaces 20, 20 serve to close the bottom of the pipe joint Q, thereby allowing the pipe joint Q to be filled with mortar M.

また、重合面部11と低段面部12との重合程
度によつて配管Pの径の変化対処できる作用を揺
すると共に、この両者を重合したことは、断面半
円状の筒体部1aを二ヒンジ構成とすると筒体部
1aの両端を内側に押す力に対しては変形し易く
なり、締着に際して配管Pに局所的な力を作用さ
せるが、重合部位を広く設定すると両筒体部1
a,1aを断面円形の一体構成と考えることがで
き、締着力を局所的に集中させない作用を呈する
ものである。
In addition, the ability to cope with changes in the diameter of the pipe P is affected by the degree of overlap between the overlapping surface portion 11 and the low-step surface portion 12, and the fact that they are overlapping allows the cylindrical body portion 1a with a semicircular cross section to be mounted on two hinges. If this configuration is adopted, both ends of the cylindrical body part 1a will easily deform in response to a force that pushes them inward, and a local force will be applied to the pipe P when tightening.
a and 1a can be considered as an integral structure with a circular cross section, and exhibit the effect of not locally concentrating the fastening force.

〓実施例〓 次に、本考案の実施例を添付図面に従つて説明
すれば以下の通りである。
Embodiments Next, embodiments of the present invention will be described below with reference to the accompanying drawings.

図中、1,1′が本考案配管目地のモルタル押
えで、同形ものを一対組として使用するようにな
してある。
In the figure, 1 and 1' are mortar holders for the piping joints of the present invention, which are of the same shape and are used as a pair.

本考案配管目地のモルタル押え1,1′は、縦
二つ割状の筒体部10の上端に、外方に向う水平
モルタル受面部20を突設してある。この筒体部
10とモルタル受面部20と後述締着用突部14
とは合成樹脂材で一体成形され、その筒体部10
の内径は配管Pに略一致させるように設定し、モ
ルタル受面部20の巾は通常の配管目地Qの巾よ
り大きく設定する。そして、図では省略したが、
このモルタル受面部20の巾が大きい時は筒体部
10とモルタル受面部20との角部適所に補強用
の連結アームを設けてもよい。
The mortar retainer 1, 1' for a pipe joint according to the present invention has a horizontal mortar receiving surface 20 projecting outward from the upper end of a vertically halved cylindrical body 10. The cylindrical body part 10, the mortar receiving surface part 20, and the later-described fastening protrusion 14
is integrally molded with synthetic resin material, and its cylindrical body part 10
The inner diameter of the mortar receiving surface 20 is set to substantially match that of the pipe P, and the width of the mortar receiving surface 20 is set larger than the width of the normal pipe joint Q. Although omitted in the figure,
When the width of the mortar receiving surface 20 is large, a reinforcing connecting arm may be provided at an appropriate corner of the cylindrical body 10 and the mortar receiving surface 20.

そして、上記水平モルタル受面部20の一端に
は該水平モルタル受面部20の上面側略半分の厚
みの重合面部21を延設し、他端には低段面部2
2を形成してある。この重合面部21は、第2図
に最も明らかに示すごとく、一つの配管目地のモ
ルタル押え1のものが、対をなす別の配管目地の
モルタル押え1′の低段面部22上に重合し、配
管目地のモルタル押え1′のものが配管目地のモ
ルタル押え1の低段面部22上に重合するもの
で、重合面部21の厚みと低段面部22の深さと
は一致せしめて重合した際に両水平モルタル受面
部20,20の上面が同一水平面となるように設
定し、また、重合面部21の延設長さは低段面部
22の長さより小さく設定し、後述締着の支障と
ならないようになしている。
At one end of the horizontal mortar receiving surface section 20, an overlapping surface section 21 having a thickness approximately half of the upper surface side of the horizontal mortar receiving surface section 20 is extended, and at the other end, a low step surface section 21 is provided.
2 is formed. As most clearly shown in FIG. 2, this overlapping surface portion 21 is formed by overlapping the mortar holder 1 of one pipe joint onto the low step surface portion 22 of the paired mortar holder 1' of another pipe joint, and The mortar holder 1' of the pipe joint is superposed on the low step surface part 22 of the mortar holder 1 of the pipe joint. The upper surfaces of the horizontal mortar receiving surfaces 20 and 20 are set to be on the same horizontal plane, and the extension length of the overlapping surface section 21 is set to be smaller than the length of the low step surface section 22 so as not to interfere with fastening as described later. I am doing it.

また、上記筒体部10の一端には該水平モルタ
ル受面部20の外周面側略半分の厚みの重合面部
11を延設し、他端には該重合面部11が重合す
るための低段面部12を形成してある。この重合
面部11と低段面部12とは、前記重合面部21
と低段面部22とに同様に、一つの配管目地のモ
ルタル押え1のものが、対をなす別の配管目地の
モルタル押え1′の低段面部12上に重合し、配
管目地のモルタル押え1′のものが配管目地のモ
ルタル押え1の低段面部12上に重合するもの
で、重合面部11の厚みと低段面部12の深さと
は一致せしめて重合した際に両筒体部10の外周
面が一致する様に設定し、重合面部11の延設長
さは低段面部12の長さより小さく設定し、後述
締着の支障とならないようになしている。
Further, at one end of the cylindrical body part 10, an overlapping surface part 11 having a thickness approximately half of the outer peripheral surface side of the horizontal mortar receiving surface part 20 is extended, and at the other end, a low step surface part for the overlapping surface part 11 to overlap. 12 is formed. The overlapping surface portion 11 and the low step surface portion 12 are connected to the overlapping surface portion 21.
Similarly, the mortar holder 1 of one pipe joint is superimposed on the lower part 12 of the mortar holder 1' of another pipe joint forming a pair, and the mortar holder 1 of the pipe joint ' is superimposed on the low step surface part 12 of the mortar holder 1 of the pipe joint, and when the thickness of the overlap surface part 11 and the depth of the low step surface part 12 are made to match, and the overlap is carried out, the outer periphery of both cylindrical body parts 10 The extended length of the overlapping surface portion 11 is set to be smaller than the length of the lower step surface portion 12 so as not to interfere with fastening, which will be described later.

さらに、上記筒体部10の両端外周面部には締
着具30の挿通孔13を有した締着用突部14を
配してなる。この締着具30は、図示例では可撓
性の帯状本体32と一体成形した頭部31に通孔
31aを設け、この通孔31aを挿通する該本体
32の両側には、該本体32が通孔31a内に挿
入するときは引掛からず、該本体32が通孔31
aより抜け出すときに引掛ける突起32a,32
a,32a…を設けた従来公知なものを使用して
いるが、両締着用突部14,14の挿通孔13,
13を挿通して両者を連結定着するものであれば
針金で緊締しても、螺子止めしてもよいことは無
論である。
Further, fastening protrusions 14 having insertion holes 13 for fastening tools 30 are arranged on the outer circumferential surface of both ends of the cylindrical body 10 . In the illustrated example, this fastener 30 has a through hole 31a in a head 31 integrally molded with a flexible band-shaped main body 32, and the main body 32 is provided on both sides of the main body 32 through which the through hole 31a is inserted. When inserted into the through hole 31a, the main body 32 is not caught in the through hole 31a.
Protrusions 32a, 32 that are hooked when coming out from a
A, 32a, etc. are used, but the insertion holes 13 of both fastening protrusions 14, 14,
13 to connect and fix the two, it goes without saying that they may be tightened with wire or screwed.

なお、上記締着具30の定着は、両配管目地の
モルタル押え1,1′をスラブSの下面より適当
の距離下方で、上下動可能な程度に仮締めしてお
き、モルタル受面部20がスラブSの下面に当接
するまで、該配管目地のモルタル押え1,1′を
持上げて本締着をするとよい。また、配管Pに、
予め、発泡合成樹脂シート60を回巻しておく
と、筒体部10の内径が配管Pの外径より多少大
きくても適合できるばかりか、摩擦力を増し、さ
らには、水平モルタル受面部20に加わる垂直荷
重を該発泡合成樹脂シート60の変形で配管Pの
中心軸方向への力に変え大きな荷重が加わつても
ずり落ちないようになすことができる。
To fix the fastener 30, temporarily tighten the mortar pressers 1 and 1' at both pipe joints at an appropriate distance below the bottom surface of the slab S to the extent that they can be moved up and down. It is preferable to lift the mortar holders 1, 1' of the pipe joints until they come into contact with the lower surface of the slab S to perform final tightening. In addition, to the pipe P,
If the foamed synthetic resin sheet 60 is wound in advance, it will not only be possible to adapt the inner diameter of the cylindrical body 10 even if it is somewhat larger than the outer diameter of the pipe P, but also increase the frictional force, and furthermore, the horizontal mortar receiving surface 20 By deforming the foamed synthetic resin sheet 60, the vertical load applied to the pipe P can be converted into a force in the direction of the central axis of the pipe P, so that the pipe P can be prevented from slipping even when a large load is applied.

〓考案の効果〓 本考案は、上記のごときで、構成が簡易で量産
可能であるため、大変安価な配管目地のモルタル
押えを提供できるものである。
〓Effects of the invention〓 The present invention, as described above, has a simple structure and can be mass-produced, so it can provide a very inexpensive mortar retainer for pipe joints.

特に、本考案は、水平モルタル受面部20に重
合面部21と低段面部22とを配したため、小径
配管用の大径配管にある程度兼用できるととも
に、水平モルタル受面部20,20が間隙の無い
リング盤形状となり確実に配管目地Qの底を塞ぐ
ことができるものである。
In particular, the present invention has an overlapping surface section 21 and a low step surface section 22 arranged on the horizontal mortar receiving surface section 20, so that it can be used for both small diameter piping and large diameter piping to some extent, and the horizontal mortar receiving surface sections 20, 20 are arranged in a ring with no gap. It has a disk shape and can reliably close the bottom of the pipe joint Q.

また、本考案は、前述の通り簡単な作業で、配
管Pに固定できるため、確実で適確な配管目地の
モルタル押えができ、作業労力の大幅な低減を可
能とした配管目地のモルタル押えを提供できるも
のである。
In addition, as mentioned above, this invention can be fixed to the pipe P with a simple operation, so it is possible to securely and accurately hold the mortar at the pipe joint, and it is possible to press the mortar at the pipe joint, which makes it possible to significantly reduce the work effort. This is something that can be provided.

また、本考案配管目地のモルタル押えは、安価
であること、およびコンパクトで体裁が良いこと
からして配管目地のモルタルの固化後、これを必
ずしも取り除く必要はなく、作業労力を半減する
ことができるものである。
In addition, since the mortar retainer for pipe joints of the present invention is inexpensive, compact, and has a good appearance, it is not necessary to remove the mortar from pipe joints after it has solidified, which can halve the work effort. It is something.

また、重合面部11と低段面部12との重合程
度によつて配管Pの径の変化対処できるばかりか
ばか、この重合部位を広く設定することで締着力
の局所的に集中を防止して確実に締着できて、配
管Pを締着に際しては破損したり変形するおそれ
のない配管目地のモルタル押えを提供できるもの
である。
In addition, not only can changes in the diameter of the pipe P be coped with depending on the degree of overlapping between the overlapping surface portion 11 and the low-step surface portion 12, but also by setting this overlapping portion widely, it is possible to prevent the local concentration of the tightening force and ensure reliability. It is possible to provide a mortar retainer for pipe joints that can be fastened to the pipe P without the risk of damage or deformation when the pipe P is fastened.

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

第1図は本考案配管目地のモルタル押えの一実
施例を示す斜視図、第2図は使用状態を示す一部
切欠正面図、第3図は従来の工法説明一部切欠正
面図である。 10……筒体部、11……重合面部、12……
小外径段面部、13……挿通孔、14……締着用
突部、20……モルタル受面部、21……重合面
部、22……低段面部、30……締着具。
Fig. 1 is a perspective view showing an embodiment of the mortar presser for pipe joints of the present invention, Fig. 2 is a partially cutaway front view showing the state of use, and Fig. 3 is a partially cutaway front view illustrating a conventional construction method. 10...Cylinder part, 11...Overlapping surface part, 12...
Small outer diameter step surface portion, 13...Insertion hole, 14...Tightening protrusion, 20...Mortar receiving surface portion, 21...Overlapping surface portion, 22...Low step surface portion, 30...Fastening tool.

Claims (1)

【実用新案登録請求の範囲】 縦二つ割状の筒体部10の上端に、外方に向う
水平モルタル受面部20を突設し、 上記水平モルタル受面部20の一端には該水平
モルタル受面部20の上面側略半分の厚みの重合
面部21を延設し、他端には低段面部22を形成
し、 上記筒体部10の一端には該水平モルタル受面
部20の外周面側略半分の厚みの重合面部11を
延設し、他端には該重合面部11が重合するため
の低段面部12を形成し、 上記筒体部10の両端外周面部には締着具30
の挿通孔13を有した締着用突部14を配してな
る配管目地のモルタル押え。
[Claims for Utility Model Registration] A horizontal mortar receiving surface portion 20 protruding outward is provided at the upper end of the vertically halved cylindrical portion 10, and one end of the horizontal mortar receiving surface portion 20 is provided with a horizontal mortar receiving surface portion 20 projecting outward. An overlapping surface portion 21 having a thickness approximately half of the upper surface side of the surface portion 20 is extended, a low-step surface portion 22 is formed at the other end, and one end of the cylindrical body portion 10 is provided with an overlapping surface portion 21 having a thickness approximately half of the upper surface side of the horizontal mortar receiving surface portion 20 . A half-thick overlapping surface portion 11 is extended, a low step surface portion 12 is formed at the other end for the overlapping surface portion 11 to overlap, and fasteners 30 are provided on the outer peripheral surface portions of both ends of the cylindrical body portion 10.
A mortar holder for a pipe joint, which is provided with a fastening protrusion 14 having an insertion hole 13.
JP1985087818U 1985-06-11 1985-06-11 Expired JPH0225032Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985087818U JPH0225032Y2 (en) 1985-06-11 1985-06-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985087818U JPH0225032Y2 (en) 1985-06-11 1985-06-11

Publications (2)

Publication Number Publication Date
JPS61202780U JPS61202780U (en) 1986-12-19
JPH0225032Y2 true JPH0225032Y2 (en) 1990-07-10

Family

ID=30640386

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985087818U Expired JPH0225032Y2 (en) 1985-06-11 1985-06-11

Country Status (1)

Country Link
JP (1) JPH0225032Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008215027A (en) * 2007-03-07 2008-09-18 Nosaka Kikaku:Kk Installing method for piping of building equipment and joint filling device for piping of building equipment

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0634080A (en) * 1992-07-10 1994-02-08 Takeshi Oe Piping hole clearance filling auxiliary panel
JP4505094B2 (en) * 1999-09-02 2010-07-14 有限会社モーレ Filling formwork for equipment piping
JP6867124B2 (en) * 2016-08-16 2021-04-28 Eneos株式会社 Water stop material restraint and underground pipe joint box water stop method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4869121A (en) * 1971-12-22 1973-09-20

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59123778U (en) * 1983-02-09 1984-08-20 佐藤 光行 Plate for filling holes in dirt floor pipes

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4869121A (en) * 1971-12-22 1973-09-20

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008215027A (en) * 2007-03-07 2008-09-18 Nosaka Kikaku:Kk Installing method for piping of building equipment and joint filling device for piping of building equipment

Also Published As

Publication number Publication date
JPS61202780U (en) 1986-12-19

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