JP5586105B2 - Water stop ring - Google Patents

Water stop ring Download PDF

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JP5586105B2
JP5586105B2 JP2013001009A JP2013001009A JP5586105B2 JP 5586105 B2 JP5586105 B2 JP 5586105B2 JP 2013001009 A JP2013001009 A JP 2013001009A JP 2013001009 A JP2013001009 A JP 2013001009A JP 5586105 B2 JP5586105 B2 JP 5586105B2
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stop ring
water stop
peripheral surface
separator
protrusion
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JP2014133987A (en
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讓 北村
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株式会社アークエース
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この発明は、コンクリート型枠の対向する枠板間に配設され、この枠板間を所定の間隔に保持する棒状セパレータに嵌め込まれる止水リングに関するものである。   The present invention relates to a water-stop ring that is disposed between opposing frame plates of a concrete mold and is fitted into a rod-shaped separator that holds the space between the frame plates at a predetermined interval.

鉄筋コンクリート建造物等のコンクリート構造物は、例えば、図5に示すように、まず、対の枠板1a、1aを並行に配設してコンクリート型枠1を形成し、つぎに、この枠板1a、1a内にコンクリートaを打設することによって構築される。このとき、両枠板1a、1aの間に棒状セパレータ2を設け、このセパレータ2でもって、型枠1の所定寸法を保持し、対向する枠板1a、1a間の間隔を一定に保つようにしている(特許文献1図1参照)。
このとき、セパレータ2を配筋3に結束しない態様として、図5(a)、(b)に示すものがあり、セパレータ2を配筋3に結束する態様として、同図(c)に示すものがある。図中、5はピー(P)コン、6は締付けナット(ホームタイ(登録商標))であり、このPコン5とナット6によってセパレータ2でもって枠板1aを所定寸法に保持する。
For example, as shown in FIG. 5, a concrete structure such as a reinforced concrete building is formed by first arranging a pair of frame plates 1a and 1a in parallel to form a concrete mold 1 and then the frame plate 1a. It is constructed by placing concrete a in 1a. At this time, a rod-shaped separator 2 is provided between the two frame plates 1a and 1a, and the separator 2 maintains a predetermined dimension of the mold 1 and keeps the distance between the opposed frame plates 1a and 1a constant. (See Patent Document 1 FIG. 1).
At this time, as an aspect in which the separator 2 is not bound to the reinforcing bar 3, there is one shown in FIGS. 5A and 5B, and as an aspect in which the separator 2 is bound to the reinforcing bar 3, what is shown in FIG. There is. In the figure, 5 is a P (P) con, and 6 is a tightening nut (home tie (registered trademark) ). The P con 5 and the nut 6 hold the frame plate 1a with the separator 2 to a predetermined size.

このセパレータ2を使用したコンクリート構造物の構築時、コンクリートaは流動物であり、コンクリートaの打設後、そのコンクリートaが硬化に伴って体積収縮(ブリージング)するため、コンクリートa内に埋設されたセパレータ2の下部とコンクリートa間に隙間が生じやすい。この隙間を通ってコンクリートの一方側から他方側に向けて水が侵入することとなり、漏水の原因となる。
この漏水を防止するため、図5に示すように、そのセパレータ2に止水リング4を嵌め、その止水リング4をコンクリートa内に埋設し、その埋設された体積膨張機能のある止水リング4でもって、仮に、上記セパレータ2とコンクリートa間に隙間が生じ、その隙間を通ってコンクリートaの一方側から他方側に向けて水が侵入してきても、その止水リング4によってその水の侵入を阻止して止水するようにしている(特許文献1段落0002、図1参照)。
When a concrete structure using the separator 2 is constructed, the concrete a is a fluid, and after the concrete a is placed, the concrete a undergoes volume shrinkage (breathing) as it hardens. A gap is easily generated between the lower portion of the separator 2 and the concrete a. Water enters from the one side of the concrete to the other side through the gap, causing water leakage.
In order to prevent this water leakage, as shown in FIG. 5, a water stop ring 4 is fitted into the separator 2, the water stop ring 4 is embedded in the concrete a, and the embedded water stop ring having a volume expansion function is provided. 4, even if a gap is generated between the separator 2 and the concrete a and water enters from the one side of the concrete a to the other side through the gap, the water is stopped by the water stop ring 4. Intrusion is prevented and water is stopped (see Patent Document 1, paragraph 0002, FIG. 1).

特開2009−174187号公報JP 2009-174187 A

通常、上記止水リング4は手(指)でもってセパレータ2に嵌め込まれて中間等の所定位置まで移動させている(図5参照)。一方、図5から理解できるように、型枠1に設けられるセパレータ2は数多いものであり、当然に、そのセパレータ2に取付けられる止水リング4の数も多くなる。このとき、セパレータ2にはその両端に転造ねじを加工するために潤滑油が付いているため、作業者の手にその潤滑油が付着し、止水リング4を円滑に摘むことができず、止水リング4を円滑にセパレータ2に嵌めにくくなっている。すなわち、作業性が悪い問題が生じている。   Normally, the water stop ring 4 is fitted into the separator 2 with a hand (finger) and moved to a predetermined position such as an intermediate position (see FIG. 5). On the other hand, as can be understood from FIG. 5, there are a large number of separators 2 provided in the mold 1, and naturally, the number of water-stop rings 4 attached to the separators 2 is also increased. At this time, since the lubricant is attached to the separator 2 to process the rolling screw at both ends, the lubricant adheres to the operator's hand, and the water stop ring 4 cannot be picked smoothly. The water stop ring 4 is not easily fitted into the separator 2. That is, there is a problem of poor workability.

この発明は、上記実状の下、止水リング4のセパレータへの取付作業性を向上させることを課題とする。   This invention makes it a subject to improve the workability | operativity of attachment to the separator of the water stop ring 4 under the said actual condition.

上記課題を達成するため、この発明は、止水リングの本体外周面に摘み用突起を設けることとしたのである。
止水リング本体の外周面に突起があれば、その突起に指を容易に引っかけて滑り止めができるため、その指に潤滑油が付着しても、容易に止水リングを摘んで装着し易いように変形させることができ、セパレータに嵌め込んで所定の位置に装着させることができる。
In order to achieve the above object, the present invention provides a knob projection on the outer peripheral surface of the main body of the water stop ring.
If there is a protrusion on the outer peripheral surface of the water stop ring body, you can easily slip it by hooking your finger on the protrusion, so even if lubricating oil adheres to the finger, you can easily pick up the water stop ring and install it It can be made to change, and it can be made to fit in a separator by being inserted in a separator.

この発明の具体的な構成としては、コンクリート型枠の対向する枠板間に配設され、この枠板間を所定の間隔に保持する棒状セパレータに嵌め込まれる止水リングであって、円環状本体の外周面に摘み用突起を設けた構成を採用することができる。
このとき、摘み用突起が円環状本体の径方向に突出したものとすれば、その突起を摘み易く、円環状本体内周面開口も開き易く、この止水リングを嵌め込み易く格段に作業効率が向上する(図1〜図3参照)。また、その突起を円環状本体の外周面一側に設ければ(図1〜図3参照)、摘んで撓ます力がその一側に集中して止水リング本体が撓み易くなる。このため、止水リングをセパレータにより容易に嵌め込んで所定の位置に装着させることができる。
また、上記円環状本体の内周面一側に軸方向に伸びる円環状突起を設け、この突起の内周面はセパレータの外周面に圧接するものとすれば、セパレータへの止水リングの取付強度を向上し得るとともに、上記セパレータとコンクリート間の隙間を通ってコンクリートの一方側から他方側に向けて侵入した水が伝う止水リングの外面沿面距離を長くして水侵入を阻止することができる。
さらに、円環状本体の内周面他側縁を軸心から外方に広がる傾斜面(テーパ面)とすれば、このテーパ面となった開口部が開き易くなるため、この大きく開いた開口部から止水リングをセパレータに円滑に嵌め込む(装着する)ことができる。
A specific configuration of the present invention is a water stop ring that is disposed between opposing frame plates of a concrete mold and is fitted into a rod-shaped separator that holds the space between the frame plates at a predetermined interval. The structure which provided the protrusion for picking in the outer peripheral surface of can be employ | adopted.
At this time, if the knob protrusion protrudes in the radial direction of the annular main body, the protrusion can be easily picked up, the inner peripheral surface opening of the annular main body can be easily opened, and the water stop ring can be easily fitted. It improves (refer FIGS. 1-3). Moreover, if the protrusion is provided on one side of the outer peripheral surface of the annular body (see FIGS. 1 to 3), the pinching and bending force concentrates on the one side and the water-stop ring body is easily bent. For this reason, a water stop ring can be easily fitted by a separator and can be attached to a predetermined position.
In addition, if an annular protrusion extending in the axial direction is provided on one side of the inner peripheral surface of the annular body, and the inner peripheral surface of the protrusion is pressed against the outer peripheral surface of the separator, the water stop ring is attached to the separator. In addition to improving strength, it is possible to prevent water intrusion by increasing the creeping distance on the outer surface of the water stop ring through which water that has entered from one side of the concrete to the other through the gap between the separator and the concrete is transmitted. it can.
Furthermore, if the other side edge of the inner peripheral surface of the annular body is an inclined surface (tapered surface) that spreads outward from the axis, the opening that becomes the tapered surface can be easily opened. The water stop ring can be smoothly fitted (attached) to the separator.

この発明は、以上のように摘み用突起を設けたので、指が滑り易くなっても、止水リングのセパレータへの取付作業性の低下を招く可能性を低減できる。   According to the present invention, since the knob protrusion is provided as described above, even if the finger becomes slippery, it is possible to reduce the possibility that the workability of attaching the water stop ring to the separator is reduced.

この発明に係る止水リングの一実施形態の斜視図The perspective view of one embodiment of the water stop ring concerning this invention 同実施形態の断面図Cross-sectional view of the same embodiment (a)、(b)は他の各実施形態のそれぞれ断面図(A), (b) is each sectional drawing of each other embodiment. (a)、(b)はさらに他の各実施形態のそれぞれ断面図(A), (b) is each sectional drawing of each other embodiment. (a)〜(c)はコンクリート構造物の各例の概略断面図(A)-(c) is a schematic sectional view of each example of a concrete structure

この発明の一実施形態を図1、図2に示し、この止水リング10は、従来と同様に、ゴム等の水膨張性材料からなり、断面四角状のリング状(円環状)本体11の外周面11a一側全周に径方向(図2の上下方向)に突出する鍔状突起12を設けるとともに、リング状本体11の内周面一側11b全周に軸方向(図2の左右方向)に突出する鍔状突起13を設けている。また、リング状本体11の内周面11bの他側縁は軸心から外方に広がる傾斜面(テーパ面)とした面取り14がなされている。
両突起12、13の断面形状は、その各突起12,13の作用を発揮する限りにおいて任意であり、例えば、三角状、四角状、半円状、半楕円状等が考えられる。また、突起12は全周全長に無くても周囲間歇的でもよく、その間欠的は、下記作用が発揮できれば突起12が一つでも良い。その突起12、13の各部の寸法は、例えば、セパレータ2の棒状径が6mm(称呼8mm用)の場合、図2に示す寸法とする。
An embodiment of the present invention is shown in FIGS. 1 and 2, and the water-stop ring 10 is made of a water-expandable material such as rubber, as in the prior art, and is formed of a ring-shaped (annular) body 11 having a square cross section. A flange-like protrusion 12 protruding in the radial direction (vertical direction in FIG. 2) is provided on the entire circumference of one side of the outer peripheral surface 11a, and the axial direction (the horizontal direction in FIG. ) Is provided. Further, the other side edge of the inner peripheral surface 11b of the ring-shaped main body 11 is chamfered 14 with an inclined surface (tapered surface) extending outward from the axis.
The cross-sectional shape of both the protrusions 12 and 13 is arbitrary as long as the effect | action of each protrusion 12 and 13 is exhibited, For example, triangular shape, square shape, semicircle shape, semi-ellipse shape etc. can be considered. Further, the protrusion 12 may not be the entire length of the entire circumference or may be intermittent, and the protrusion 12 may be intermittent as long as the following action can be exhibited. The dimensions of the projections 12 and 13 are, for example, the dimensions shown in FIG. 2 when the rod-like diameter of the separator 2 is 6 mm (for 8 mm).

この止水リング10も、従来と同様に、図5(a)〜(c)に示す態様等の種々のコンクリート構造物に採用され、セパレータ2に嵌め込み装着する際、円環状突起12の両側面を挟むように指で摘んで、図2鎖線で示すように屈曲させて内周面11bの他側を拡げてセパレータ2にその一端から嵌め込む。その止水リング10の嵌め込みは面取り14側開口(図2右側開口)から行なう。
このとき、指に潤滑油が付着して滑り易くなっていても、突起12でもって容易に止水リング10を摘んで変形できてセパレータ2に嵌め込んで所定の位置に移動させることができる。また、突起12がリング状本体11の径方向に突出しているため、面取り14側開口が開き易く、嵌め込み易い。
This water-stop ring 10 is also used in various concrete structures such as the embodiment shown in FIGS. 5A to 5C, as in the prior art. Is sandwiched between fingers and bent as shown by a chain line in FIG. 2, and the other side of the inner peripheral surface 11b is expanded and fitted into the separator 2 from one end thereof. The water stop ring 10 is fitted from the chamfer 14 side opening (right side opening in FIG. 2).
At this time, even if the lubricating oil adheres to the finger and becomes slippery, the water stop ring 10 can be easily picked and deformed by the protrusion 12 and can be fitted into the separator 2 and moved to a predetermined position. Moreover, since the protrusion 12 protrudes in the radial direction of the ring-shaped main body 11, the chamfered 14 side opening is easy to open and fit.

セパレータ2に嵌められた止水リング10は、コンクリートa内の水を吸収して膨張し、内周面11bが縮径してセパレータ2に強固に圧接し、その界面を通した水の侵入を有効に阻止する。このとき、内周面11bの突起13もセパレータ2外周面全周に圧接するため、その突起13を有しない止水リング4に比べて、セパレータ2への止水リング10の取付強度が高いものとなる。
また、仮に、セパレータ2とコンクリート間に隙間が生じ、その隙間を通ってコンクリートaの一方側から他方側に向けて水が侵入してきても、その止水リング10によってその水の侵入を阻止して止水する。このとき、外周面11aの突起12及び内周面11bの突起13によって、止水リング10の外周面を伝う沿面距離が長くなっているため、その水が止水リング10を乗り越える可能性は極めて低くなり、止水効果は、突起12、13を有しない止水リング4に比べれば、優れたものである。
The water stop ring 10 fitted into the separator 2 absorbs water in the concrete a and expands, the inner peripheral surface 11b is reduced in diameter and is firmly pressed against the separator 2, and the water enters through the interface. Stop effectively. At this time, since the protrusion 13 on the inner peripheral surface 11b is also pressed against the entire outer periphery of the separator 2, the strength of the water stop ring 10 attached to the separator 2 is higher than that of the water stop ring 4 that does not have the protrusion 13. It becomes.
Further, even if a gap is generated between the separator 2 and the concrete and water enters from the one side of the concrete a to the other side through the gap, the water stop ring 10 prevents the water from entering. Stop the water. At this time, since the creeping distance along the outer peripheral surface of the water stop ring 10 is increased by the protrusion 12 on the outer peripheral surface 11a and the protrusion 13 on the inner peripheral surface 11b, the possibility that the water will get over the water stop ring 10 is extremely high. The water stop effect is lower than the water stop ring 4 that does not have the protrusions 12 and 13.

上記外周面11aの突起12は、図3(a)の鎖線に示すように、その外周面11aの他側にも設けたり、その中程に設けたり、他側のみに設けたりすることができ、また、同図に示すように、内周面11bの突起13は省略することもできる。さらに、図4に示すように、その外周面11aから一側軸方向に突出するものとすることができ、このとき、外周面11aから径方向に突出させたり(同図(a))、外周面11aとその外面が面一としたり(同図(b))、外周面11aより少し径方向内側に設けたり(同図(a)の鎖線)することができる。
このように、突起12、13の形成位置や有無(突起13のみ)はその作用効果を発揮し得る限りにおいて、任意である。さらに、セパレータ2の径が7mm(称呼9mm用)の場合は、例えば、各部分の寸法は図3(b)に示すものとすることができる。
The protrusion 12 on the outer peripheral surface 11a can be provided on the other side of the outer peripheral surface 11a, in the middle, or only on the other side, as shown by the chain line in FIG. Moreover, as shown in the figure, the protrusion 13 on the inner peripheral surface 11b can be omitted. Furthermore, as shown in FIG. 4, it can project from the outer peripheral surface 11a in one side axial direction, and at this time, it can project from the outer peripheral surface 11a in the radial direction (FIG. 4A). The surface 11a and its outer surface can be flush with each other (FIG. (B)), or can be provided slightly radially inward from the outer peripheral surface 11a (chain line in FIG. (A)).
Thus, the formation position and presence / absence of the protrusions 12 and 13 (only the protrusion 13) are arbitrary as long as they can exert their effects. Furthermore, when the diameter of the separator 2 is 7 mm (for 9 mm), for example, the dimensions of each part can be as shown in FIG.

1 型枠
1a 枠板
2 セパレータ
3 配筋
4 止水リング
5 木コン
6 締付けナット
10 止水リング
11 リング状(円環状)本体
11a リング本体外周面
11b リング本体内周面
12 外周面の突起
13 内周面の突起
14 面取り(テーパ面)
DESCRIPTION OF SYMBOLS 1 Formwork 1a Frame board 2 Separator 3 Reinforcement 4 Water stop ring 5 Wood cone 6 Clamping nut 10 Water stop ring 11 Ring-shaped (annular) main body 11a Ring main body outer peripheral surface 11b Ring main body inner peripheral surface 12 Projection 13 on outer peripheral surface Inner peripheral surface protrusion 14 Chamfer (tapered surface)

Claims (4)

コンクリート型枠(1)の対向する枠板(1a、1a)間に配設され、この枠板(1a、1a)間を所定の間隔に保持する棒状セパレータ(2)に嵌め込まれる止水リング(10)であって、
円環状本体(11)の外周面に摘み用突起(12)を設けるとともに、前記円環状本体(11)の内周面(11b)他側縁を軸心から外方に広がる傾斜面(14)としたことを特徴とする止水リング。
A water stop ring (between the frame plates (1a, 1a) of the concrete mold (1) and fitted into a rod-like separator (2) that holds the frame plates (1a, 1a) at a predetermined interval. 10)
An annular body (11) Rutotomoni knob protrusions (12) provided on the outer peripheral surface of the front inner peripheral surface (11b) inclined surface extending the other side edge to the axial center outward of Kien annular body (11) ( 14) The water-stop ring characterized by being made.
上記突起(12)を上記円環状本体(11)の径方向に突出するものとしたことを特徴とする請求項1に記載の止水リング。   The water stop ring according to claim 1, wherein the protrusion (12) protrudes in a radial direction of the annular body (11). 上記突起(12)を上記円環状本体(11)の外周面(11a)一側に設けたことを特徴とする請求項1又は2に記載の止水リング。   The water stop ring according to claim 1 or 2, wherein the protrusion (12) is provided on one side of the outer peripheral surface (11a) of the annular body (11). 上記円環状本体(11)の内周面(11b)一側に軸方向に伸びる円環状突起(13)を設け、この突起(13)の内周面は上記セパレータ(2)の外周面に圧接することを特徴とする請求項1乃至3の何れか一つに記載の止水リング。 The inner peripheral surface of the annular body (11) and (11b) an annular projection extending to one side in the axial direction (13) is provided, pressed against the outer circumferential surface of the protrusion inner peripheral surface (13) of the separator (2) The water stop ring according to any one of claims 1 to 3, wherein the water stop ring is provided.
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JP2733749B2 (en) * 1994-12-30 1998-03-30 征人 菅野 Water stop device
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JPH10299112A (en) * 1997-04-21 1998-11-10 Marui Sangyo Co Ltd Water stop material of sleeve for piping work

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