JPH0426591Y2 - - Google Patents

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Publication number
JPH0426591Y2
JPH0426591Y2 JP11660587U JP11660587U JPH0426591Y2 JP H0426591 Y2 JPH0426591 Y2 JP H0426591Y2 JP 11660587 U JP11660587 U JP 11660587U JP 11660587 U JP11660587 U JP 11660587U JP H0426591 Y2 JPH0426591 Y2 JP H0426591Y2
Authority
JP
Japan
Prior art keywords
opening
support plate
upper support
side wall
cylindrical side
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
JP11660587U
Other languages
Japanese (ja)
Other versions
JPS6424258U (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 JP11660587U priority Critical patent/JPH0426591Y2/ja
Publication of JPS6424258U publication Critical patent/JPS6424258U/ja
Application granted granted Critical
Publication of JPH0426591Y2 publication Critical patent/JPH0426591Y2/ja
Expired 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、建設工事中の建物のコンクリート床
に設けられた配管用開口部を配管工事の開始迄の
期間仮に密閉するための仮止栓に関する。
[Detailed description of the invention] (Field of industrial application) This invention is a temporary stopper for temporarily sealing a piping opening provided in the concrete floor of a building under construction until the piping work begins. Regarding.

(従来の技術) 建設工事中の鉄筋コンクリートの建物では、
床、壁等のコンクリート打ちの段階で、各種配
管、配線用の開口部を予め多数設けている。これ
らの開口部は、その直径が数cmのものから数10cm
のものにおよび、また、その数も建物の規模にも
よるが、通常数百から数千個になる。これらの開
口部により、雨天時には上の階の雨水が下の階に
順次に流れ込み、また、床上に水が溜まり工事に
支障を来すため常にポンプ等により排水する必要
がある。また、これらの開口部から工事用の資
材、工具、または作業員が下の階に落下する危険
もある。
(Conventional technology) In reinforced concrete buildings under construction,
At the stage of pouring concrete for floors, walls, etc., numerous openings for various types of piping and wiring are prepared in advance. These openings range in diameter from several centimeters to several tens of centimeters.
Depending on the size of the building, they usually range from hundreds to thousands. Due to these openings, during rainy weather, rainwater from the upper floors flows into the lower floors, and water accumulates on the floor, which interferes with construction work, so it must be constantly drained using pumps, etc. There is also a risk that construction materials, tools, or personnel may fall through these openings to the floors below.

従つて、床に設けたこの様な開口部による雨水
の落下を止め、また作業員に対する危険を防止す
るため、従来は開口部より大きなベニヤ板等で開
口部を上から覆い、ベニヤ板の周辺と床面をガム
テープ等で固定する作業を行つていた。しかし、
この様なベニヤ板とガムテープでは開口部を水密
に封止することは困難であり、床上の水が溜まつ
ている場合には、ベニヤ板と床面の間〓から水が
侵水して開口部から下の階に落下し、下の階にま
た水が溜まることになる。また、ベニヤ板の強度
にもよるが、重量のある建築資材、工具等の衝撃
に因り破損し、あるいは、作業員が踏み外す危険
があつた。さらに、寸法の異なる多数の開口部に
対して、ベニヤ板の覆いをガムテープで取り付
け、また配管時にこれを取り外す作業も多大の人
手と時間を必要とし繁雑であるばかりでなく、建
設工事の能率を著しく阻害するものであつた。
Therefore, in order to stop rainwater from falling through such an opening in the floor and to prevent danger to workers, conventionally the opening was covered from above with a plywood board, etc. that was larger than the opening, and the area around the plywood board and the floor was covered. Work was being done to secure the surfaces with duct tape, etc. but,
It is difficult to seal the opening watertight with such plywood and packing tape, and if water accumulates on the floor, water may seep in from between the plywood and the floor and come out from the opening. Water will fall to the floor below, and water will accumulate on the floor below. Additionally, depending on the strength of the plywood, there was a risk that it would be damaged by the impact of heavy construction materials, tools, etc., or that workers might trip on it. Furthermore, the work of attaching plywood covers with duct tape to a large number of openings with different dimensions, and removing them during piping, not only requires a large amount of manpower and time and is complicated, but also significantly reduces the efficiency of construction work. It was a hindrance.

(考案が解決すべき問題点) 本考案は、建設工事中のコンクリート床の開口
部を水密に密閉すると共に取付け及び取外しの容
易の仮止栓を提供することを目的とする。
(Problems to be solved by the invention) The object of the invention is to provide a temporary stopper that watertightly seals an opening in a concrete floor during construction work and is easy to install and remove.

(問題点を解決するための手段) 本考案のコンクリート床開口部用仮止栓は、配
管用開口部を覆う十分な大きさをもち、内部に補
強材を埋め込んだ上部支持板と、上部支持板の下
面から下方に突出し、開口部の内周壁に密着する
外周壁を有する弾性材の円筒状側壁とからなる。
(Means for solving the problem) The temporary stopper for concrete floor openings of the present invention has a sufficient size to cover the piping opening, and has an upper support plate with reinforcing material embedded inside, and an upper support plate that is large enough to cover the pipe opening. It consists of a cylindrical side wall made of an elastic material and having an outer circumferential wall that protrudes downward from the lower surface of the plate and is in close contact with the inner circumferential wall of the opening.

(実施例) 第1図は本考案の仮止栓の縦断面図、第2図は
平面図である。仮止栓は、ゴム等の弾性材料で一
体に成型され、その上部支持板1は、建設工事中
のコンクリート床の開口部6を覆う十分の大きさ
の四角形、円形等の任意の形状で内部に補強材と
して、鉄板3が埋め込まれ、また、表面には、滑
り止めの突起4が多数設けられている。中空円筒
状側壁2は、上部支持板1の下面から下方に突出
し、その下方先端部は開口部6への挿入に便利な
ように少し細くなつている。中空円筒状側壁2の
直径は開口部6の多少大きめのものを使用し、円
筒状側壁2の外周面が開口部6の内周面に弾性を
もつて密着するようにする。なお、この密着を確
実にするために、円筒状側壁2の外周をリング状
に取り囲む突条5を少数本設けてもよい。また、
円筒状側壁2の深さは、ほぼ開口部6の厚さに等
しいものでよい。
(Example) FIG. 1 is a longitudinal sectional view of a temporary stopper of the present invention, and FIG. 2 is a plan view. The temporary stopper is integrally molded from an elastic material such as rubber, and its upper support plate 1 has an internal shape of any shape such as a square or circle that is large enough to cover the opening 6 in the concrete floor during construction work. An iron plate 3 is embedded as a reinforcing material, and a large number of anti-slip protrusions 4 are provided on the surface. The hollow cylindrical side wall 2 projects downward from the lower surface of the upper support plate 1, and its lower tip is slightly tapered for convenient insertion into the opening 6. The diameter of the hollow cylindrical side wall 2 is slightly larger than that of the opening 6, so that the outer peripheral surface of the cylindrical side wall 2 comes into close contact with the inner peripheral surface of the opening 6 with elasticity. In order to ensure this close contact, a small number of protrusions 5 may be provided to surround the outer periphery of the cylindrical side wall 2 in a ring shape. Also,
The depth of the cylindrical side wall 2 may be approximately equal to the thickness of the opening 6.

仮止栓を開口部6に取り付けるには、それぞれ
の開口部6の直径の大きさにより指定された寸法
の仮止栓を、その下方先端部2aを下にして開口
部6に押し込む。円筒状側壁2の外径は、開口部
6の内径より少し大きいので、円筒状側壁2は圧
縮されると共にその弾性により開口部6の内周面
に密着する。なお、円筒状側壁2の外周に突条5
が設けられている場合には、この部分によりさら
に強い圧力で密着する。
To attach a temporary stopper to the opening 6, a temporary stopper having a size specified by the diameter of each opening 6 is pushed into the opening 6 with its lower tip 2a facing down. Since the outer diameter of the cylindrical side wall 2 is slightly larger than the inner diameter of the opening 6, the cylindrical side wall 2 is compressed and comes into close contact with the inner peripheral surface of the opening 6 due to its elasticity. Note that a protrusion 5 is provided on the outer periphery of the cylindrical side wall 2.
If this part is provided, even stronger pressure will be applied to this part.

この結果、開口部6の回りに雨水または工事用
水が溜まつていて、仮に上部支持板1の周辺の下
面と開口部6の回りのコンクリート床表面との間
から水が浸水しても、開口部6も内周面と密着し
ている円筒状側壁2の外周面によりそれ以上の浸
水は確実に阻止される。
As a result, even if rainwater or construction water accumulates around the opening 6 and water infiltrates between the lower surface around the upper support plate 1 and the concrete floor surface around the opening 6, the opening The outer circumferential surface of the cylindrical side wall 2 which is in close contact with the inner circumferential surface of the portion 6 also reliably prevents further water from entering.

また、開口部6に対する配管工事が開始される
ときは、上部支持板1の周辺下面のコンクリート
床表面との間に適当な薄い板材を差し込み、上部
支持板1の周辺部分を持つて上に引き上げること
により簡単に引き抜くことができる。
In addition, when piping work for the opening 6 is started, a suitable thin board is inserted between the lower surface of the concrete floor around the upper support plate 1, and the peripheral part of the upper support plate 1 is held and pulled up. This allows it to be pulled out easily.

また、上部支持板1に、補強材として埋め込ま
れている鉄板3により、上部支持板1の上に、工
具、建築資材等が落下し、または、作業員が乗つ
てもこれに耐えることができる。さらに、上部支
持板1の表面の突起4により、作業員がこの上で
滑つて転倒しないようになつている。
In addition, the iron plate 3 embedded in the upper support plate 1 as a reinforcing material can withstand even if tools, construction materials, etc. fall onto the upper support plate 1, or even if a worker stands on the top support plate 1. . Further, the projections 4 on the surface of the upper support plate 1 prevent the worker from slipping and falling on the upper support plate 1.

(考案の効果) 仮止栓は、弾性材で作られ、その円筒状側壁の
外周面がコンクリート床の開口部の内周面に弾性
をもつて密着するので、床上に溜まつた水が浸水
し落下するのを確実に防止することができる。ま
た、上部支持板は、開口部を覆う十分の大きさを
もち、内部に補強材が埋め込まれているので、工
具、建築資材がその上に落ちても破損することな
く、また、作業員が乗つても安全である。さら
に、仮止栓の開口部への取付け及び取外しが、容
易かつ迅速にできるので建築工程が従来よりも短
縮され能率的となる。また、仮止栓は、何回でも
使用に耐えるので経済的である。
(Effects of the invention) The temporary stopper is made of an elastic material, and the outer circumferential surface of its cylindrical side wall elastically adheres to the inner circumferential surface of the opening in the concrete floor, so water that has accumulated on the floor will not flood. You can reliably prevent it from falling. In addition, the upper support plate is large enough to cover the opening and has reinforcing material embedded inside, so even if tools or construction materials fall onto it, it will not be damaged, and workers can It's safe to ride. Furthermore, the temporary stopper can be easily and quickly attached to and removed from the opening, making the construction process shorter and more efficient than before. Further, the temporary stopper can be used many times and is therefore economical.

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

第1図は、本考案の仮止栓の実施例の一部縦断
面図、第2図は、平面図である。 図において、1……上部支持板、2……中空円
筒状側壁、3……補強材、6……コンクリート床
の開口部。
FIG. 1 is a partial vertical sectional view of an embodiment of the temporary stopper of the present invention, and FIG. 2 is a plan view. In the figure, 1... upper support plate, 2... hollow cylindrical side wall, 3... reinforcing material, 6... opening in concrete floor.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリート床に設けられた配管用開口部を覆
う十分な大きさの上部支持板と、上記上部支持板
の下面から下方ら突出し、上記開口部の内径に適
合した外径を有する弾性材料の円筒状側壁とから
なるコンクリート床開口部用仮止栓。
an upper support plate large enough to cover the pipe opening provided in the concrete floor; and a cylindrical shape made of an elastic material that protrudes from the lower surface of the upper support plate from below and has an outer diameter that matches the inner diameter of the opening. Temporary stopper for concrete floor openings consisting of side walls.
JP11660587U 1987-07-31 1987-07-31 Expired JPH0426591Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11660587U JPH0426591Y2 (en) 1987-07-31 1987-07-31

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11660587U JPH0426591Y2 (en) 1987-07-31 1987-07-31

Publications (2)

Publication Number Publication Date
JPS6424258U JPS6424258U (en) 1989-02-09
JPH0426591Y2 true JPH0426591Y2 (en) 1992-06-25

Family

ID=31359287

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11660587U Expired JPH0426591Y2 (en) 1987-07-31 1987-07-31

Country Status (1)

Country Link
JP (1) JPH0426591Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7356746B1 (en) * 2022-04-13 2023-10-05 内田工事株式会社 orifice obturator

Also Published As

Publication number Publication date
JPS6424258U (en) 1989-02-09

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