JP2009002130A - Divertible opening form - Google Patents
Divertible opening form Download PDFInfo
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- JP2009002130A JP2009002130A JP2007188800A JP2007188800A JP2009002130A JP 2009002130 A JP2009002130 A JP 2009002130A JP 2007188800 A JP2007188800 A JP 2007188800A JP 2007188800 A JP2007188800 A JP 2007188800A JP 2009002130 A JP2009002130 A JP 2009002130A
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- opening
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- cylindrical body
- mold
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Abstract
Description
本発明は、鉄筋コンクリート造の高層建築物における各階を貫通する設備用の配管のための床の開口型枠に関する。 The present invention relates to a floor opening formwork for piping for facilities penetrating each floor in a reinforced concrete high-rise building.
従前、床の開口用の型枠としては所謂ボイド管を利用し、これをスラブ厚より若干長めに切断したものを生コンクリートの打設に際して移動しない様にくぎを斜めに打ち所定の位置に固定している。その後コンクリートが固化してから型枠として使用したボイド管を取り除くことになるが、このボイド管には抜き勾配がないため容易には抜くことができず、特にスラブが厚くなれば一層困難な作業となり当該作業者を悩ませているのみならず、取り除く際に破損したボイド管の残骸は産業廃棄物として処理しなければならない。 Conventionally, a so-called void tube was used as a formwork for opening the floor, and a nail was cut diagonally and fixed in place so that it would not move when placing ready-mixed concrete after being cut slightly longer than the slab thickness. is doing. After that, after the concrete has solidified, the void pipe used as the formwork will be removed, but this void pipe has no draft, so it cannot be easily removed, especially if the slab is thicker. In addition to annoying the worker, the void tube debris that was damaged when removed must be treated as industrial waste.
上述のごとくボイド管を用いた開口型枠は、抜き勾配がないこと及び一定の剛性を有しているが故に生コンクリートのヘッド圧による密着性が強いことなどのためコンクリート固化後に該型枠を損傷なく抜くことはできず、そのため該型枠の取り外しに少なからぬ労力を要するのみならず破損した該型枠は転用できないため廃棄物として処理している。
また、当該作業階の上階の施工が完了するまでの間、このボイド管の孔から雨水が流入しないよう薄ベニア等をコンクリート釘で止めて塞いでいるが、完全には塞ぐことができず並行して行われている下階の内装作業等の障害となっている。
本発明者は容易に取り外すことができ、且つ転用可能な構造を有するスラブ用開口型枠を提供することで上述のごときの問題を解決すれば極めて有益と考えるに至った。As described above, an open mold using a void tube has no draft and has a certain rigidity. It cannot be removed without damage. Therefore, not only a considerable amount of labor is required to remove the formwork, but also the broken formwork cannot be diverted and is treated as waste.
Also, until the construction of the upper floor of the work floor is completed, thin veneers, etc. are blocked with concrete nails to prevent rainwater from flowing into the void pipe holes, but they cannot be completely blocked. It is an obstacle for interior work on the lower floor, which is performed in parallel.
The present inventor has come to consider that it is extremely beneficial to solve the above-mentioned problems by providing a slab opening mold having a structure that can be easily removed and diverted.
本発明者は鋭意研究した結果、スラブの型枠にコンパネを使用した在来工法におけるスラブ用の開口型枠を破損することなく固化後のコンクリートから極めて容易に取り外すことができそれ故、転用可能たらしめる有用にして有益な型枠を開発することに成功した。 As a result of diligent research, the present inventor has been able to remove the slab opening formwork from the solidified concrete very easily without damaging the slab opening formwork in the conventional construction method using a panel for the slab formwork. We have succeeded in developing a useful and useful formwork to make it work.
以下、本発明を図に従い、詳しく説明する。
図1は本発明によるスラブ在来工法向けの転用式開口型枠のイメージ図である。ここで符号1は該型枠の上蓋であって自己収縮しようとする符号2の樹脂製円筒体の外径を保持すると共に打設の際に生コンクリートを該円筒内に流入させない用を成している樹脂製のプレートである。符号3は該開口型枠をスラブの型枠であるコンパネに固定するための長木ネジの頭である。また符合4は符号1の上蓋を取り外したときに符号2の円筒部を自己収縮させるための切込みである。
図2は該型枠の断面図であり、ここで符号5は該円筒体低部の自己収縮を制御するための概ね三角形の樹脂製のプレートであってその中央部に該長木ネジが通る孔を有している。
図3は該円筒部の断面図であり、(a)は上下のプレート符号1および符号5により所定の内径を保持している状態である。同じく(b)は該プレートを取り外したときの状態であり、自己収縮によりその内径は縮小する。またこの自己収縮を円滑にするべく切込みの角度は、図のごとく半径方向に対して45度程度になっている。
図4は該開口型枠を実際の現場に取り付けたときの断面図であり、ここで符号6はスラブの型枠であるコンパネである。また符号7は打設のコンクリートであり、この図のごとく該開口型枠はこのスラブ厚より若干低くなるように造られる。これにより一連の左官作業の際に障害となるとがない一方で該上蓋上のコンクリートの厚さは数ミリ程度となるので小ハンマーで軽く叩けば除去でき、該開口型枠を上から順に簡単に解体できる。加えて当該階の上階のスラブの施工が完了するまでこの解体作業を行わないことにより雨水の下階への流入を完全に防ぐことができるのである。Hereinafter, the present invention will be described in detail with reference to the drawings.
FIG. 1 is an image view of a divertable opening formwork for a slab conventional method according to the present invention. Here, reference numeral 1 is an upper lid of the mold, which holds the outer diameter of the plastic cylinder body of
FIG. 2 is a cross-sectional view of the formwork, where
FIG. 3 is a sectional view of the cylindrical portion. FIG. 3A shows a state in which a predetermined inner diameter is held by upper and
FIG. 4 is a cross-sectional view of the opening formwork when it is attached to an actual site. Reference numeral 6 denotes a control panel that is a formwork of a slab. Reference numeral 7 denotes cast-in concrete, and as shown in the figure, the open mold is constructed to be slightly lower than the slab thickness. As a result, the thickness of the concrete on the top cover is about several millimeters while it does not become an obstacle during a series of plastering operations, so it can be removed by tapping with a small hammer, and the opening formwork can be easily removed in order from the top. Can be dismantled. In addition, it is possible to completely prevent rainwater from flowing into the lower floor by not performing this dismantling work until the construction of the upper floor slab is completed.
上述のごとくの本発明による開口型枠を用いれば従前のように開口型枠の設置やコンクリート固化後の抜型に時間と労力を使うことなく、且つ該型枠を破損しないで済むので転用可能となり産業廃棄物の発生を低減せしめる。また下階への雨水の浸水を完全に防止でききる等、多大な経済的効果をもたらすものである。 If the opening formwork according to the present invention is used as described above, it is possible to divert without using time and labor for installing the opening formwork or for removing the mold after solidification as before, and without damaging the formwork. Reduce the generation of industrial waste. In addition, it can bring about great economic effects such as completely preventing rainwater from entering the lower floor.
スラブの厚さ250mm、主筋及び配力筋ともにD13、同ピッチ150mmのダブル配筋の鉄筋コンクリート造の現場において本発明品の打設試験を行った。
本試験において使用した本発明品たる開口型枠の円筒部分には内径100mmの塩ビ管を使用した。また上蓋には厚さ3mmの樹脂製プレートを使用しこれを含めた該型枠の全高を245mmで製作した。したがって該型枠の上面は打設コンクリートより5mm埋設されることとなった。
以上の条件のもとで3箇所の開口部に対して試験を実施した結果、何れの箇所においても打設時の一連の左官作業に何らの障害もなく施工が行われた。
またスラブコンクリート固化後の該型枠の解体取り外し作業においては、該型枠の上部コンクリートの除去もハンマーで軽く叩くだけで済み、その後の上蓋、底部プレートの撤去から塩ビ管の抜き取りに至る一連の作業が3箇所すべての該型枠を損傷することなく円滑に行われ転用に供せられる製品であることが確認された。The placement test of the product of the present invention was carried out at a site of a double reinforced concrete structure having a slab thickness of 250 mm, a main reinforcing bar and a reinforcing bar of D13, and a pitch of 150 mm.
A PVC pipe having an inner diameter of 100 mm was used for the cylindrical portion of the open mold as the product of the present invention used in this test. Further, a resin plate having a thickness of 3 mm was used for the upper lid, and the total height of the mold including the plate was manufactured at 245 mm. Therefore, the upper surface of the formwork was buried 5 mm from the cast concrete.
As a result of conducting tests on the three openings under the above conditions, the construction was carried out without any obstacle to the series of plastering operations at the time of placing in any part.
Moreover, in the dismantling and removal work of the formwork after solidifying the slab concrete, the upper concrete of the formwork can be removed only by tapping with a hammer, and then a series of steps from removal of the top cover and bottom plate to removal of the PVC pipe are performed. It was confirmed that the work was carried out smoothly without damaging all the three forms, and was used for diversion.
1,樹脂製上蓋
2,樹脂製円筒体
3,長木ネジ
4,円筒体の切込み
5,樹脂製底部のプレート
6,コンパネ
7,打設コンクリート1. Resin
Claims (1)
また該円筒状開口型枠は所定のスラブ厚より数ミリ程度短く作られていることを特徴としており、生コンクリートの打設から均し、押さえといった一連の左官作業の障害にならない。該開口型枠のスラブ型枠のコンパネへの固定には該開口型枠より若干長く先端に木ネジ加工が施されている金物を用いて上述のプレート状の上部の蓋の上から押さえ込む方法と同じくプレート状の下部の蓋を先んじてスラブ型枠のコンパネに短木ネジで固定し、これに上述の該円筒体及び上部の蓋を設置した後この蓋と下部の蓋をなまし鉄線等で結束する方法とを有する上述のごときの転用式開口型枠。A generally cylindrical formwork for providing an opening in a floor for piping for equipment passing through each floor in a conventional reinforced concrete building, and the cylinder so that it can be easily removed after solidification of concrete One part of the body is cut over the entire length in the axial direction, and the cut is made at an angle of several tens of degrees with respect to the radial direction of the cylindrical body. Therefore, in order to maintain the inner diameter before cutting of the cylindrical body, when the substantially plate-like lids attached to the upper and lower end faces of the cylindrical body are removed, the cylindrical body reduces its inner diameter due to its contractibility, and solidified concrete Since a slight gap is formed between the two, it can be easily extracted without being damaged and can be diverted for use.
Further, the cylindrical opening form is characterized by being made about several millimeters shorter than a predetermined slab thickness, and does not become an obstacle to a series of plastering operations such as leveling and pressing from the ready-mixed concrete. A method of pressing the opening mold from above the plate-shaped upper lid using a metal piece having a wood screw processed at the tip slightly longer than the opening mold to fix the slab mold to the panel. Similarly, fix the plate-like lower lid to the slab form panel with short wood screws first, install the cylindrical body and upper lid on it, and then attach the lid and lower lid with an iron wire etc. A divertable opening mold as described above having a method of binding.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2007188800A JP2009002130A (en) | 2007-06-22 | 2007-06-22 | Divertible opening form |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2007188800A JP2009002130A (en) | 2007-06-22 | 2007-06-22 | Divertible opening form |
Publications (1)
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JP2009002130A true JP2009002130A (en) | 2009-01-08 |
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ID=40318808
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP2007188800A Pending JP2009002130A (en) | 2007-06-22 | 2007-06-22 | Divertible opening form |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101438306B1 (en) * | 2013-02-22 | 2014-09-04 | 박종민 | Top typed pile comprising lid and method of reinforcing ground using the same |
CN104264883A (en) * | 2014-09-02 | 2015-01-07 | 中国建筑第八工程局有限公司 | Concrete slab reserved hole structure and construction method thereof |
CN104533081A (en) * | 2014-12-26 | 2015-04-22 | 重庆辉钻贸易有限公司 | Non-dismantling reserved hole mould for floor sewer pipeline |
JP6277343B1 (en) * | 2017-08-23 | 2018-02-07 | 強 下山 | Through hole sleeve fixture |
-
2007
- 2007-06-22 JP JP2007188800A patent/JP2009002130A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101438306B1 (en) * | 2013-02-22 | 2014-09-04 | 박종민 | Top typed pile comprising lid and method of reinforcing ground using the same |
CN104264883A (en) * | 2014-09-02 | 2015-01-07 | 中国建筑第八工程局有限公司 | Concrete slab reserved hole structure and construction method thereof |
CN104533081A (en) * | 2014-12-26 | 2015-04-22 | 重庆辉钻贸易有限公司 | Non-dismantling reserved hole mould for floor sewer pipeline |
JP6277343B1 (en) * | 2017-08-23 | 2018-02-07 | 強 下山 | Through hole sleeve fixture |
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