JPH067262Y2 - Mortar presser for piping joint - Google Patents

Mortar presser for piping joint

Info

Publication number
JPH067262Y2
JPH067262Y2 JP1987056095U JP5609587U JPH067262Y2 JP H067262 Y2 JPH067262 Y2 JP H067262Y2 JP 1987056095 U JP1987056095 U JP 1987056095U JP 5609587 U JP5609587 U JP 5609587U JP H067262 Y2 JPH067262 Y2 JP H067262Y2
Authority
JP
Japan
Prior art keywords
hollow body
mortar
sheet
pipe
slab
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
JP1987056095U
Other languages
Japanese (ja)
Other versions
JPS63164684U (en
Inventor
正孝 村田
Original Assignee
正孝 村田
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 正孝 村田 filed Critical 正孝 村田
Priority to JP1987056095U priority Critical patent/JPH067262Y2/en
Publication of JPS63164684U publication Critical patent/JPS63164684U/ja
Application granted granted Critical
Publication of JPH067262Y2 publication Critical patent/JPH067262Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、建物のコンクリートスラブを貫通する空調用
ダクト又は管外周に巻き付け、それらの管体とスラブ貫
通孔との空間をモルタル等の充填物で封止する際に用い
られる前記モルタル等の受板を支持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 field of application] The present invention is to wind an air-conditioning duct or a pipe outer periphery that penetrates a concrete slab of a building, and fill the space between the pipe body and the slab through hole with mortar or the like. The present invention relates to a mortar retainer for a piping joint that supports a receiving plate such as the mortar used when sealing with a product.

[従来の技術] 周知のとおり、コンクリート建造物の配管工事において
は、スラブ等に形成した配管孔に空調用ダクト、その他
の管体を挿設した後、この管体周囲の目地(管体外周と
スラブの貫通孔との間に形成される空間部分)に、充填
・封止・化粧等のためにモルタル等を流し込み、シール
を行うのが一般的であった。
[Prior Art] As is well known, in the plumbing work of a concrete structure, after the air conditioning duct and other pipes are inserted into the pipe holes formed in the slab, etc., the joints around this pipe (the outer periphery of the pipe) It was general that mortar or the like was poured into the space formed between the slab and the through hole of the slab) for filling, sealing, makeup, etc., and sealing was performed.

このような配管目地のシール作業に当たっては、モルタ
ル等の充填物の落下や流出を防止し、又作業性を向上さ
せるために従来より次のような各種の治具が提案されて
いる。
In sealing such piping joints, the following various jigs have been conventionally proposed in order to prevent a filler such as mortar from falling or flowing out and to improve workability.

例えば管体の外周に巻装可能に折曲してなる取付バンド
と、この取付バンドの一端部に取り付けたバンド両端部
を連結する止め具と、前記取付バンドの開口端部に外方
かつ水平に設けられ、コンクリートスラブの貫通孔下端
開口部を閉塞する拡縮可能の枠板とからなるもの(実開
昭58-33667号)、一枚の金属円板体からなり、この円板
の中央に数個の突片を残して円孔を穿ち、円板面の数カ
所に各2個ずつの溝孔を設けると共に、円板の一部を切
断した切断部に両端から舌片を形成せしめてなるもの
(実公昭59-16612号)等が知られている。
For example, a mounting band that is bent so as to be wound around the outer periphery of the pipe body, a stopper that connects both ends of the band that is mounted to one end of the mounting band, and an outer and horizontal position at the opening end of the mounting band. , Which consists of a frame plate that can be expanded and contracted to close the opening at the lower end of the through hole of the concrete slab (Actual No. Sho 58-33667), consists of a single metal disc body, and the center of this disc A circular hole is made by leaving several projecting pieces, two groove holes are provided at several places on the disk surface, and tongue pieces are formed from both ends at the cut part where a part of the disk is cut. Something (Jitsuko Sho 59-16612) is known.

また最近においては、第5図に示すように縦2つ割状の
筒体部1aの上端に外方に向かう水平モルタル受面部1
bを突設してなる一対の本体1、1を該水平モルタル受
面部1b、1bの一端外周部位で垂直軸2で相互に枢着
し、上記両モルタル受面部1bの他端下面と、両筒体部
1a、1aの外周面開口部端部とに締着用突部3…を配
した配管目地のモルタル押えが提案されている(実開昭
62-12074号)。
Further, recently, as shown in FIG. 5, a horizontal mortar receiving surface portion 1 facing outward is provided at an upper end of a cylindrical body portion 1a having a vertically split shape.
A pair of main bodies 1 and 1 formed by projecting b are pivotally attached to each other at one end outer peripheral portion of the horizontal mortar receiving surface portions 1b and 1b by a vertical axis 2, and the other end lower surfaces of both the mortar receiving surface portions 1b and A mortar presser for pipe joints has been proposed in which the fastening projections 3 are arranged at the ends of the openings of the outer peripheral surfaces of the cylindrical portions 1a, 1a (actually developed shokai).
62-12074).

[考案が解決しようとする問題点] しかしながら、前記従来のものは何れも装着できる管種
や管径が限られてしまうという問題がある。すなわち、
前述のものは一般に円形のパイプ以外の角形パイプ等に
装着することは困難であり、また装着口径の調節も極く
狭い範囲でしか行うことはできず、そのため、配管工事
の都度装着させる管種とか外形寸法に対応した治具を数
種類用意しておかなければならない不便さがある。また
従来のものは、使用時に特殊な止め具やバンドで固定し
なければならなかったり、前述の通り管種や管径に応じ
て使い分けなければならないので作業性が悪く、施工コ
ストも高くつくという問題点がある。
[Problems to be Solved by the Invention] However, there is a problem that the pipe types and the pipe diameters that can be mounted are limited in any of the conventional devices. That is,
It is generally difficult to mount the above-mentioned ones on rectangular pipes other than circular pipes, and the mounting diameter can be adjusted only in an extremely narrow range. There is the inconvenience of having to prepare several types of jigs that correspond to the external dimensions. In addition, the conventional one has to be fixed with a special stopper or band at the time of use, or it must be used properly according to the pipe type and pipe diameter as described above, so workability is poor and construction cost is high. There is a problem.

本考案は、上に述べた従来の問題点を解消する為に、押
出し成形体で形成される中空のプラスチックシートに着
目し、この中空シートを用いることにより、管種や管径
の制約を受けることなく意のままに管表面形状に簡単に
なじませて巻き付け固定することができようにしたもの
である。また、使用に当たって当該シートに掛かるモル
タルの重量並びにモルタルからの水分の浸透を考慮し
て、次のような手段を講ずることにより、耐水(湿)性
を具備させながら、上から大きな垂直荷重が掛かっても
それに充分耐えることのできる縦剛性を有する配管目地
のモルタル押えを提供することを目的とするものであ
る。
In order to solve the above-mentioned conventional problems, the present invention focuses on a hollow plastic sheet formed of an extruded body, and by using this hollow sheet, the pipe type and pipe diameter are restricted. It is designed to be easily adapted to the surface shape of the pipe and to be wound and fixed at will. In addition, in consideration of the weight of the mortar applied to the sheet and the penetration of water from the mortar during use, the following measures are taken to ensure that water resistance (wetness) is maintained and a large vertical load is applied from above. However, it is an object of the present invention to provide a mortar retainer for pipe joints having a vertical rigidity that can sufficiently withstand it.

[問題点を解決するための手段] 上記目的を達成するために、本考案モルタル押えは、 プラスチックで構成されたシート状の中空体と、この中
空体を管の外周に巻き付けて固定するための部材とから
なり、 前記中空体は、熱可塑性樹脂の押出し成形体であって、
平行な2枚のシートの間に、シートの平面に対して直交
方向に多数本の縦リブを間隔をあけて一体成形され、か
つ前記両シートの少なくとも片方に、前記リブと平行で
かつ間隔をあけて複数本の切れ線、ミシン目または罫線
から成る弱め線を形成したことを特徴とするものであ
る。
[Means for Solving the Problems] In order to achieve the above-mentioned object, the mortar retainer of the present invention has a sheet-shaped hollow body made of plastic and a hollow body for winding and fixing the hollow body around the outer circumference of a pipe. Consisting of a member, the hollow body is an extrusion molded body of a thermoplastic resin,
A plurality of vertical ribs are integrally formed between two parallel sheets with a space therebetween in a direction orthogonal to the plane of the sheet, and at least one of the both sheets is parallel to the rib and has a space. It is characterized by forming a plurality of cut lines, a perforation line or a weak line consisting of ruled lines.

[作用] 本考案モルタル押えの主体を構成するシート状の中空体
は、縦リブと平行でかつ間隔をあけて形成した複数本の
切れ線、ミシン目または罫線より成る弱め線を介して水
平方向に屈撓自在としたシート状の中空体であるから、
巻き付ける管やダクトの形状が丸くても四角であって
も、あるいはその太さが変わった場合にあっても、ただ
ちにそれら管体の外周面になじませて巻き付け固定する
ことができる。また前記中空体は、熱可塑性樹脂の押出
し成形体であって、平行な2枚のシートの間に、シート
面に対して直交方向に複数本の縦リブが一体に成形さ
れ、これにより中空体内部に断面筒状をなす複数本のコ
ラムを形成して縦剛性が強化されているので、スラブ貫
通孔の充填作業時に、水分を多量に含むモルタルなどの
重量が掛かってもこの中空体は座屈などの変形を生ずる
ことがない。更に前記モルタル等の充填作業時あるいは
モルタルの養生中に、管体横方向から衝撃などが加わっ
た場合にも前記管体に巻き付けた中空体がこれを緩衝し
保護することができる。更にまた本考案の中空体はそれ
自体が耐水(湿)性を有しているので、使用中水分が浸
透することがなく強度低下を起こすこともない。
[Operation] The sheet-shaped hollow body that constitutes the main body of the mortar presser of the present invention is horizontally oriented through a plurality of cut lines, perforations or ruled lines formed parallel to the vertical ribs and spaced apart. Since it is a sheet-shaped hollow body that can flex freely,
Even if the shape of the pipe or duct to be wound is round or square, or if the thickness is changed, the pipe or duct can be immediately fitted to the outer peripheral surface of the pipe body and fixed by winding. The hollow body is an extruded body of thermoplastic resin, and a plurality of vertical ribs are integrally formed between two parallel sheets in a direction orthogonal to the sheet surface. Since the vertical rigidity is strengthened by forming multiple columns with a cylindrical cross-section inside, this hollow body will remain seated even when heavy weight such as mortar containing a large amount of water is applied during the filling work of the slab through hole. No deformation such as bending. Further, even when an impact is applied from the lateral direction of the tubular body during the filling operation of the mortar or the like or during curing of the mortar, the hollow body wound around the tubular body can buffer and protect it. Furthermore, since the hollow body of the present invention itself has water (wet) resistance, moisture does not permeate during use and strength does not decrease.

[実施例] 次に本考案を図示の実施例に基づいて具体的に説明す
る。
[Embodiment] Next, the present invention will be specifically described with reference to the illustrated embodiment.

第1図において、Sはコンクリート建造物のスラブ、1
0はスラブSに形成した貫通孔、11はこの貫通孔に挿
設した管体である。またMは前記管体11とスラブ貫通
孔10との空間部分に充填したモルタルを示している。
13は充填したモルタルを支持するためモルタルの下面
に設ける水平な受板、12は前記受板の下側に上端を当
接させて使用する本考案のモルタル押えである。
In FIG. 1, S is a slab of a concrete structure, 1
Reference numeral 0 is a through hole formed in the slab S, and 11 is a tubular body inserted in the through hole. Further, M indicates a mortar filled in the space between the tubular body 11 and the slab through hole 10.
Reference numeral 13 is a horizontal receiving plate provided on the lower surface of the mortar for supporting the filled mortar, and 12 is a mortar retainer of the present invention used with its upper end abutting the lower side of the receiving plate.

このモルタル押え12は第2〜3図にも示すようなシー
ト状中空体14と、このシート状中空体を管11の外周
に巻き付けた後、固定するための結束部材15とから構
成されている。
The mortar retainer 12 is composed of a sheet-like hollow body 14 as shown in FIGS. 2 and 3, and a binding member 15 for fixing the sheet-like hollow body around the outer periphery of the pipe 11 after winding. .

以下、中空体14の構成を第2図、第3図を参照して具
体的に説明する。この中空体14はポリエチレンまたは
ポリプロピレン等の熱可塑性樹脂からなる押出し成形体
より形成されているものであって、平行に押し出された
2枚のシート16a、16bの間に、該シート面に対し
て直交方向に多数本の縦リブ16cがほぼ定間隔に一体
成形されている。こうして前記2枚のシート16a、1
6bと前記複数本の縦リブ16cとにより断面ほぼ角筒
状をなす複数本のコラム16dが形成されている。
Hereinafter, the configuration of the hollow body 14 will be specifically described with reference to FIGS. 2 and 3. The hollow body 14 is formed of an extruded body made of a thermoplastic resin such as polyethylene or polypropylene, and is formed between two sheets 16a, 16b extruded in parallel with respect to the sheet surface. A large number of vertical ribs 16c are integrally formed in the orthogonal direction at substantially regular intervals. Thus, the two sheets 16a, 1
6b and the vertical ribs 16c form a plurality of columns 16d having a substantially rectangular tubular cross section.

符号17は、前記2枚のシート16a、16bのうちの
少なくとも片側のシートに、前記縦リブ16cと平行で
かつ間隔をあけて形成した切線、ミシン目または罫線よ
り成る弱め線である。この弱め線により前記シート状中
空体14をスラブを貫通する管の外周になじみよく巻き
付けることのできる柔軟性が付与されている。勿論、こ
の弱め線は本中空体が有する剛性との兼ね合いで適当な
間隔に設けるものである。なおこの弱め線は、通常は、
後加工すなわち中空体の押出し成形後に形成するが、切
線や罫線を設ける場合には中空体の押出し成形時に同時
成形することができる。
Reference numeral 17 is a weak line made up of cut lines, perforations or ruled lines formed on at least one of the two sheets 16a and 16b on one side in parallel with the vertical ribs 16c and at intervals. This weakening line provides flexibility so that the sheet-like hollow body 14 can be wrapped around the outer periphery of the pipe passing through the slab with good conformity. Of course, the weakening lines are provided at appropriate intervals in consideration of the rigidity of the hollow body. This line of weakness is usually
Although it is formed after the post-processing, that is, after extrusion molding of the hollow body, when a cut line or ruled line is provided, the hollow body can be simultaneously formed at the time of extrusion molding.

なお符号18は中空体14に対する結束材15の溶着部
であり、シート状中空体14の端部よりに設けられてい
る。また符号19はシート状中空体の他端側に設けた係
止突起で、結束材15に設けた係合孔15aに挿入され
るように設けられている。
Reference numeral 18 denotes a welded portion of the binding material 15 to the hollow body 14, which is provided from the end of the sheet-like hollow body 14. Further, reference numeral 19 is a locking projection provided on the other end side of the sheet-shaped hollow body, and is provided so as to be inserted into an engagement hole 15a provided in the binding material 15.

上記構成よりなるモルタル押えを使用する際は、スラブ
貫通孔10の下面側に取り付けたモルタルの受板13を
支持するため、弱め線を介してスラブを貫通する管体1
1の表面になじむように、シート状中空体14をその管
体外周を少なくとも一廻りするように巻き付けるもので
ある(第1図参照)。そのとき、シート状中空体14の
端部の重なりは大きくなっても差し支えない。そしてシ
ート状中空体14の上端面16eに受板13の下面に当
接させる。図示の実施例の場合は、管体11の外周にシ
ート状中空体14を巻き付けた後、結束材15で締め付
けて管体11に固定している。その際、結束材に設けた
係合孔15aに係止突起19を係合させるようにしてい
る。その後、前記貫通孔10内にモルタルを流し込む。
When using the mortar retainer having the above structure, the mortar support plate 13 attached to the lower surface side of the slab through hole 10 is supported, so that the tubular body 1 that penetrates the slab through the weakening line is used.
The sheet-like hollow body 14 is wound around the outer circumference of the tubular body at least once so that the sheet-like hollow body 14 conforms to the surface of the sheet 1 (see FIG. 1). At that time, the overlap of the end portions of the sheet-shaped hollow body 14 may be large. Then, the upper end surface 16e of the sheet-shaped hollow body 14 is brought into contact with the lower surface of the receiving plate 13. In the case of the illustrated embodiment, the sheet-like hollow body 14 is wound around the outer periphery of the tube body 11 and then fastened with the binding material 15 to be fixed to the tube body 11. At that time, the locking projection 19 is engaged with the engagement hole 15a provided in the binding material. After that, mortar is poured into the through hole 10.

押出し成形体よりなる本考案のシート状中空体は、平行
な2枚のシートの間に、シートの平面に対して直交方向
に多数本の縦リブが一体成形され、これにより該中空体
は内部に断面筒状をなすコラムを形成して縦剛性が強化
されているので、スラブ貫通孔に流し込んだモルタルな
どの重量がこの中空体に垂直荷重として集中的に掛かっ
てもこれが変形することがない。
The sheet-like hollow body of the present invention made of an extruded body has a structure in which a plurality of vertical ribs are integrally formed between two parallel sheets in a direction orthogonal to the plane of the sheet. Since a column having a cylindrical cross-section is formed on the to enhance the vertical rigidity, even if the weight of the mortar poured into the slab through hole is concentrated on the hollow body as a vertical load, it does not deform. .

そしてモルタルの硬化を待って、前記受板13とシート
状中空体14を撤去し、工事を終了する。
After waiting for the mortar to harden, the receiving plate 13 and the sheet-like hollow body 14 are removed, and the construction is completed.

なお本実施例では結束材15とシート状中空体14とを
一体に溶着したもの示したが、両者は別体であってもよ
い。さらに結束材の構成は、図示例に限るものではな
く、例えば第4図(A)や第4図(B)に示すように、
紐体の一端に多数のクランプ爪20を設け、他端にその
係止リング21を設けたもの、あるいは1面に鋸歯状ま
たは多数の突起22を設けると共に、その1端に係止リ
ング23を設けたPPまたはナイロン製のバンドでもよ
い。場合によっては結束材を金属製の番線で構成しても
よい。要するに結束する部材はこの中空体14を管11
の外周に巻き付けた後、滑り落ちたり管体より外れない
ように固定できれば、素材はどんなものでも差し支えな
い。またシート状中空体14も実施例のものに限られ
ず、例えば本中空体の巻き付ける側の一面に、繊維質の
シートまたはネットあるいはシーリング材等を貼り合わ
せ等の手段で併用することも可能である。
Although the binding material 15 and the sheet-shaped hollow body 14 are integrally welded in this embodiment, they may be separate bodies. Further, the structure of the binding material is not limited to the illustrated example, and as shown in FIG. 4 (A) and FIG. 4 (B), for example,
A cord body provided with a large number of clamp claws 20 at one end and a locking ring 21 at the other end, or a sawtooth-shaped or a large number of projections 22 provided on one surface and a locking ring 23 at one end thereof. It may be a band made of PP or nylon provided. In some cases, the binding material may be made of a metal wire. In short, the member for binding the hollow body 14 to the pipe 11
Any material can be used as long as it can be fixed so that it does not slip off or come off the tube after being wrapped around the outer circumference of the. Further, the sheet-shaped hollow body 14 is not limited to that of the embodiment, and it is possible to use a sheet of fibrous material, a net, a sealing material, or the like, for example, on one side of the hollow body on which the hollow body is wound. .

[考案の効果] 以上詳しく説明したように、本考案のモルタル押えは、
プラスチックで構成されたシート状の中空体と、この中
空体を管の外周に巻き付けて固定するための部材とから
なり、前記中空体は、熱可塑性樹脂の押出し成形体であ
って平行な2枚のシートの間に、シートの平面に対して
直交方向に多数本の縦リブが間隔をあけて一体成形さ
れ、かつ前記両シートの少なくとも片方に、前記リブと
平行でかつ間隔をあけて複数本の切れ線、ミシン目また
は罫線等から成る弱め線を形成したものであるから、使
用時に巻き付ける管が丸パイプであっても角パイプであ
っても、あるいは太さが変わった場合にあっても、屈撓
自在の前記中空体を直ちにその管の外周になじませて巻
き付けた後、適宜な結束部材で固定することができる。
[Effect of the Invention] As described in detail above, the mortar retainer of the present invention is
It is composed of a sheet-shaped hollow body made of plastic and a member for winding and fixing the hollow body around the outer circumference of the pipe. The hollow body is an extruded body of a thermoplastic resin and has two parallel sheets. Between the sheets, a plurality of vertical ribs are formed integrally with each other in the direction orthogonal to the plane of the sheet at intervals, and at least one of the both sheets is parallel to the ribs and has a plurality of intervals. Since it is a weak line made up of cut lines, perforations or ruled lines, it can be used even if the pipe to be wound is a round pipe or a square pipe, or if the thickness changes. The flexible hollow body can be immediately conformed to the outer circumference of the tube and wound, and then fixed by an appropriate binding member.

また水分を多量に含むモルタルなどの重量が前記モルタ
ル押えの上端に集中的に掛かっても、前記構成の中空体
は曲がるなど変形することがなく、また中空体自体が耐
水(湿)性を有しているので、使用中水分が浸透するこ
とがなく強度低下を起こすこともないので、耐久性が大
幅に延長され、施工能率も向上する。
Moreover, even if the weight of mortar containing a large amount of water is concentrated on the upper end of the mortar retainer, the hollow body having the above-mentioned configuration does not bend or deform, and the hollow body itself has water (wet) resistance. Since water does not permeate during use and strength does not decrease, durability is greatly extended and construction efficiency is also improved.

さらに本考案の中空体は製作時の工数が少なく、コスト
において低廉な熱可塑性樹脂の押出し成形体で製作でき
る実用上の効果がある。
Further, the hollow body of the present invention has a practical effect that it can be manufactured by an extrusion molded body of a thermoplastic resin, which requires a small number of manufacturing steps and is inexpensive.

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

第1図は本考案の使用状態を示す一部切り欠き正面図、
第2図は本考案の一実施例の斜視図、第3図は同平面
図、第4図(A)と第4図(B)は結束材の一例を示す
斜視図、第5図は従来例を示す斜視図である。 10……貫通孔、11……管体、12……モルタル押
え、13……モルタル受板、14……シート状中空体、
15……結束材、16a、16b……プラスチック製シ
ート、16c……縦リブ、16d……コラム、16e…
…上端面、17……弱め線、18……溶着部、19……
係止突起
FIG. 1 is a partially cutaway front view showing a usage state of the present invention,
FIG. 2 is a perspective view of an embodiment of the present invention, FIG. 3 is a plan view thereof, FIGS. 4 (A) and 4 (B) are perspective views showing an example of a binding material, and FIG. It is a perspective view which shows an example. 10 ... Through hole, 11 ... Tube, 12 ... Mortar retainer, 13 ... Mortar receiving plate, 14 ... Sheet-like hollow body,
15 ... Bundling material, 16a, 16b ... Plastic sheet, 16c ... Vertical ribs, 16d ... Column, 16e ...
… Upper surface, 17 …… Weak line, 18 …… Welded part, 19 ……
Locking protrusion

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】スラブを貫通する管の外周に巻き付け該管
とスラブ貫通孔との空間に充填するモルタルなど充填物
の受板下面に上端を当接させて受板を支持する配管目地
のモルタル押えであって、 プラスチックで構成されたシート状の中空体と、この中
空体を管の外周に巻き付けて固定するための部材とから
なり、 前記中空体は、熱可塑性樹脂の押出し成形体であって、
平行な2枚のシートの間に、シートの平面に対して直交
方向に多数本の縦リブが間隔をあけて一体成形され、か
つ前記両シートの少なくとも片方に、前記リブと平行で
かつ間隔をあけて複数本の切れ線、ミシン目または罫線
から成る弱め線を形成したことを特徴とする配管目地の
モルタル押え。
1. A mortar for piping joints which supports a backing plate by having its upper end abut against the lower surface of a backing plate of a filling material such as mortar which is wrapped around the outer circumference of the pipe passing through the slab to fill the space between the pipe and the slab through hole. It is a presser, and comprises a sheet-shaped hollow body made of plastic and a member for winding and fixing the hollow body around the outer circumference of the pipe, and the hollow body is an extruded body of a thermoplastic resin. hand,
A large number of vertical ribs are integrally formed between two parallel sheets in a direction orthogonal to the plane of the sheet with a space therebetween, and at least one of the both sheets is parallel to the rib and has a space therebetween. A mortar retainer for piping joints, characterized in that a plurality of cut lines, perforations, or weakened lines consisting of ruled lines are formed.
JP1987056095U 1987-04-15 1987-04-15 Mortar presser for piping joint Expired - Lifetime JPH067262Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987056095U JPH067262Y2 (en) 1987-04-15 1987-04-15 Mortar presser for piping joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987056095U JPH067262Y2 (en) 1987-04-15 1987-04-15 Mortar presser for piping joint

Publications (2)

Publication Number Publication Date
JPS63164684U JPS63164684U (en) 1988-10-26
JPH067262Y2 true JPH067262Y2 (en) 1994-02-23

Family

ID=30884608

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987056095U Expired - Lifetime JPH067262Y2 (en) 1987-04-15 1987-04-15 Mortar presser for piping joint

Country Status (1)

Country Link
JP (1) JPH067262Y2 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4734214U (en) * 1971-05-10 1972-12-16
JPS58110135U (en) * 1982-01-21 1983-07-27 「あ」口 幸男 Formwork for filling holes
JPS61130690A (en) * 1984-11-28 1986-06-18 日東電工株式会社 Member for holding sealing material of through-hole and method of sealing through-hole
JPS6212074U (en) * 1985-07-08 1987-01-24

Also Published As

Publication number Publication date
JPS63164684U (en) 1988-10-26

Similar Documents

Publication Publication Date Title
US5405119A (en) Sleeve assembly for forming openings in molded structures
JPH067262Y2 (en) Mortar presser for piping joint
US20010045496A1 (en) Electrical conduit support
JP4167339B2 (en) Sleeve fixing jig
JPS5938608Y2 (en) Sleeves for through holes in concrete structures
JPH0224813Y2 (en)
JP2877866B2 (en) Sleeve tube mounting method
JP2574158Y2 (en) Main bar tying tool
JP3016559U (en) Pipe for plumbing
JPH06200621A (en) Concrete form and concrete form forming member
JPH0320354Y2 (en)
JPS594092Y2 (en) Rebar joint fittings
JPH0115722Y2 (en)
JP3030973U (en) Lid member
JPH019848Y2 (en)
JP2512260Y2 (en) Formwork for filling holes
JPH039525Y2 (en)
JPH0215104Y2 (en)
JPS6123160Y2 (en)
JPH0413152Y2 (en)
JPH09228636A (en) Through-sleeve
WO1994029538A1 (en) Improvements in concrete floor construction
JPH0362864B2 (en)
JP2540546Y2 (en) Manhole security fence
JP3071121U (en) Piping hole forming tool for concrete buildings