JP3332076B2 - Water stop method for P-con trace hole - Google Patents
Water stop method for P-con trace holeInfo
- Publication number
- JP3332076B2 JP3332076B2 JP22253198A JP22253198A JP3332076B2 JP 3332076 B2 JP3332076 B2 JP 3332076B2 JP 22253198 A JP22253198 A JP 22253198A JP 22253198 A JP22253198 A JP 22253198A JP 3332076 B2 JP3332076 B2 JP 3332076B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- bolt
- con
- trace hole
- mortar
- 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 - Fee Related
Links
Landscapes
- Building Environments (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Lining And Supports For Tunnels (AREA)
Description
【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION
【0001】[0001]
【発明の属する技術分野】本発明はコンクリート型枠を
保持するPコン(木コン)をコンクリート壁から抜き取
った跡の、穴埋めを行なうPコン跡穴の止水方法に関す
るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for stopping water at a P-container trace hole for filling a trace of a P-container (wooden concrete) holding a concrete form from a concrete wall.
【0002】[0002]
【従来の技術】一般に、壁などのコンクリート打ち作業
を行なう場合に、先ず型枠を組立てる。この型枠は2枚
のパネルの間に、セパレーターとなるボルトを設け、こ
の両端側にPコンを取付ける。一方、Pコンの両端に別
のボルトを取付けこれを両側のパネルに貫通させて、外
側からナットで固定して2枚のパネルの間隔を保持す
る、この後、型枠に生コンクリートを流し込んで硬化さ
せてからパネルを取外す。2. Description of the Related Art Generally, when concrete is worked on a wall or the like, a mold is first assembled. In this mold, bolts serving as separators are provided between two panels, and P-cons are attached to both ends of the bolts. On the other hand, separate bolts are attached to both ends of the P-con and penetrated through the panels on both sides, and are fixed with nuts from the outside to maintain the interval between the two panels. Then, the ready-mixed concrete is poured into the formwork. Remove the panel after curing.
【0003】パネルを取外したコンクリート壁は、Pコ
ンが壁面に埋め込まれた状態になっているのでこれを取
外すと、図5に示すようにコンクリート壁1にPコン跡
穴2が残るので、ここにモルタル3を埋め込んで表面を
平滑にする。しかしながら地下室の壁1は外側が地中に
埋設されているので地下水などが、外側のPコン跡穴2
からボルト4に沿って内側のPコン跡穴2を通り、モル
タル3を通してしみ出してくる問題がある。The concrete wall from which the panel has been removed is in a state in which the P-container is embedded in the wall surface. If this is removed, the P-container trace hole 2 remains in the concrete wall 1 as shown in FIG. Mortar 3 is embedded in the surface to smooth the surface. However, since the outside of the wall 1 of the basement is buried in the ground, groundwater and the like,
From the mortar 3 through the inner P-con mark hole 2 along the bolt 4 from the inside.
【0004】このためPコン跡穴2を埋めるモルタル3
に止水剤を混入しているが、これでも地下水の多い所で
は十分に止水することができなかった。このため従来
は、図6に示すようにPコン跡穴2内に突出したボルト
4の周囲に布5を巻き、ここに水と反応して硬化するプ
ラスチック系接着剤を含ませ、しみ出してきた地下水と
反応させてこれが硬化すると、ボルト4とPコン跡穴2
内のコンクリート6との間にゴム状弾性体層7が形成さ
れて水のしみ出しが阻止される。このようにして地下水
のしみ出しがなくなったら、Pコン跡穴2にモルタル3
を埋め込んで表面を仕上げていた。[0004] For this reason, mortar 3 for filling the trace hole 2 of the P-con
Although waterstopping agents were mixed in water, water could not be stopped sufficiently in places with large amounts of groundwater. For this reason, conventionally, as shown in FIG. 6, a cloth 5 is wound around a bolt 4 protruding into the trace hole 2 of the P-container, and a plastic adhesive which reacts with water and hardens is included in the cloth 5 to exude. When it hardens by reacting with the groundwater, the bolt 4 and the P
A rubber-like elastic body layer 7 is formed between the inside and the concrete 6 in the inside to prevent seepage of water. When the seepage of groundwater disappears in this way, mortar 3
Was embedded to finish the surface.
【0005】しかしながらこの方法では、多数のPコン
跡穴2内のボルト4に布5を巻き付ける作業が面倒であ
り、プラスチック系接着剤を含ませて、これが反応する
までに数分かかるので、この間に地下水が大量にしみ出
してくるような場所では確実に止水するのが難しかっ
た。またこの布5を巻き付けたプラスチック系接着剤で
止水する方法は作業者によってばらつきがあり、数年経
過すると水漏れが生じることがあり、その手直し作業に
手間がかかる問題もあった。However, in this method, it is troublesome to wind the cloth 5 around the bolts 4 in the many P-contract mark holes 2, and it takes a few minutes for a plastic adhesive to be included and to react. It was difficult to reliably stop the water in places where a large amount of groundwater would seep out. In addition, the method of stopping water with a plastic adhesive around which the cloth 5 is wound varies depending on the operator, and water leakage may occur after several years, and there is a problem that the repair work is troublesome.
【0006】[0006]
【発明が解決しようとする課題】本発明は上記欠点を除
去し、極めて簡単な方法により、Pコン跡穴の止水を長
期間に亘って確実に行なうことができると共に、作業性
を大幅に向上させ、工期の短縮と施工費の低減を図った
Pコン跡穴の止水方法を提供するものである。SUMMARY OF THE INVENTION The present invention eliminates the above-mentioned drawbacks, makes it possible to reliably stop the water in the trace hole of the P-con for a long period of time by a very simple method, and greatly improves the workability. It is an object of the present invention to provide a method for stopping water at a trace hole of a P-conformer, which is improved to shorten a construction period and reduce a construction cost.
【0007】[0007]
【課題を解決するための手段】本発明の請求項1記載の
Pコン跡穴の止水方法は、一端を開口した円筒体の開口
部周縁にリング状のつば部を一体に形成した軟質プラス
チック製の止水カバーの内側に、水と反応してゴム状弾
性体に硬化する液状のプラスチック系接着剤を注入し
て、この止水カバーのPコン跡穴内に突出したボルトの
端部に被せて、前記つば部をボルト周縁のコンクリート
面に圧着し、プラスチック系接着剤を硬化させて止水し
てから、Pコン跡穴にモルタルまたはモルタル円板を埋
め込んでコンクリート表面を平滑にすることを特徴とす
るものである。According to a first aspect of the present invention, there is provided a method of stopping water from a trace of a P-container, wherein a ring-shaped flange is formed integrally with the periphery of an opening of a cylindrical body having one end opened. A liquid plastic-based adhesive that reacts with water and hardens into a rubber-like elastic body is injected into the inside of a water-stop cover made of water, and is put on the end of a bolt protruding into the P-con trace hole of the water-stop cover. Then, the flange is pressed against the concrete surface around the bolt, the plastic adhesive is hardened and water is stopped, and then the mortar or mortar disk is embedded in the trace hole of the P-con to smooth the concrete surface. It is a feature.
【0008】更に請求項2記載のPコン跡穴の止水方法
は、前記リング状のつば部が吸盤状に形成されているこ
とを特徴とするものである。Further, in the method for stopping water of a trace of a P-container according to a second aspect of the present invention, the ring-shaped flange is formed in a suction cup shape.
【0009】[0009]
【発明の実施の形態】以下本発明の実施の一形態を図1
ないし図4を参照して詳細に説明する。図1は軟質プラ
スチック製の止水カバー8を示すもので、これは一端を
開口した円筒体9の開口部10の周縁にリング状のつば
部11を一体に形成したものである。このリング状のつ
ば部11は図1(B)に示すように、先端側に向かって
凹曲面をなす吸盤状に形成されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention is shown in FIG.
This will be described in detail with reference to FIG. FIG. 1 shows a waterproof plastic cover 8 made of a soft plastic, which is formed by integrally forming a ring-shaped flange 11 around the periphery of an opening 10 of a cylindrical body 9 having one end opened. As shown in FIG. 1B, the ring-shaped collar portion 11 is formed in a suction cup shape having a concave curved surface toward the distal end side.
【0010】パネルを取外したコンクリート壁1は、図
2に示すようにPコンを取り除いた後のPコン跡穴2内
にボルト4の端部が突出した状態となっている。この状
態で先ず、前記軟質プラスチック製の止水カバー8の内
側に、水と反応して硬化する液状のプラスチック系接着
剤12を注入する。このプラスチック系接着剤12とし
ては、例えば親水性ポリウレタン樹脂を主成分として、
これにポリイソシアネート化合物やケトン系、エステル
系希釈剤を混合したもので、硬化剤となる水と反応して
粘着力のあるゴム状弾性体に硬化する特性があり、法面
の保護や下水道管接続部の止水などに一般に使用されて
いるものである。As shown in FIG. 2, the concrete wall 1 from which the panel has been removed is in a state where the ends of the bolts 4 protrude into the P-container trace holes 2 after the P-conformer has been removed. In this state, first, a liquid plastic adhesive 12 which reacts with water and hardens when injected into the inside of the soft plastic water stop cover 8. As the plastic adhesive 12, for example, a hydrophilic polyurethane resin as a main component,
This is a mixture of a polyisocyanate compound, a ketone-based, or an ester-based diluent, and has the property of reacting with water as a curing agent to cure into a sticky rubber-like elastic body. It is generally used for stopping water at a connection part.
【0011】このプラスチック系接着剤12を注入した
止水カバー8を横にして、ボルト4の端部に被せて図3
に示すように押し込んでいくと、内部の空気が押し出さ
れプラスチック系接着剤12がボルト4の外周を包み込
み、更にボルト4とこの周囲のコンクリート6との間に
押し込まれると共に、リング状のつば部11の内側表面
にも回り込んだ状態となる。この結果、止水カバー8内
の空気が押出され、吸盤状に形成されたつば部11の表
面は液状のプラスチック系接着剤12で濡れた状態とな
るので、つば部11は平板状に押し潰されてPコン跡穴
2の内側のコンクリート6の表面に密着し、大気圧によ
って押されて止水カバー8が保持される。The water-proof cover 8 into which the plastic adhesive 12 has been injected is placed sideways and put on the end of the bolt 4 as shown in FIG.
As shown in FIG. 5, the air inside is pushed out, the plastic adhesive 12 wraps around the outer periphery of the bolt 4, and is further pushed between the bolt 4 and the concrete 6 around the bolt 4 and the ring-shaped flange portion. 11 is also turned around. As a result, the air in the water stop cover 8 is extruded, and the surface of the collar 11 formed in a sucker shape is wet with the liquid plastic adhesive 12, so that the collar 11 is crushed into a flat plate shape. Then, it is brought into close contact with the surface of the concrete 6 inside the P-con mark hole 2, and is pushed by the atmospheric pressure to hold the water stop cover 8.
【0012】このようにプラスチック系接着剤12を入
れた止水カバー8は、ボルト4を挿着した状態でコンク
リート6の表面に密着して保持される。この状態で、ボ
ルト4とコンクリート6の隙間からしみ出してきた地下
水がプラスチック系接着剤12に触れると、この水が硬
化剤となってプラスチック系接着剤12と反応し、安定
した高分子物質に変化して硬化する。この安定な高分子
物質は粘着力のあるゴム状弾性体層7となり、これがボ
ルト4とこの周囲のコンクリート6との間の隙間に食い
込んだ状態で形成されるので、ここからの地下水のしみ
出しを確実に阻止することができる。この場合、水とプ
ラスチック系接着剤12の反応によってガスが発生して
発泡する部分もあるが、独立気泡の発泡であるので、水
の通過を阻止することができる。The water-stop cover 8 containing the plastic adhesive 12 is held in close contact with the surface of the concrete 6 with the bolts 4 inserted. In this state, when the groundwater that has exuded from the gap between the bolt 4 and the concrete 6 comes into contact with the plastic-based adhesive 12, the water becomes a hardening agent and reacts with the plastic-based adhesive 12 to form a stable polymer substance. Change and harden. This stable polymer substance becomes a sticky rubber-like elastic layer 7, which is formed in a state of being cut into the gap between the bolt 4 and the concrete 6 around the bolt, so that the seepage of groundwater from here is performed. Can be reliably prevented. In this case, there is a portion where a gas is generated by the reaction between water and the plastic adhesive 12 and foams. However, since the bubbles are closed cells, the passage of water can be prevented.
【0013】このプラスチック系接着剤12は、3〜5
分程度で硬化して確実に止水することができ、またプラ
スチック系接着剤12を注入した止水カバー8をボルト
4に被せて押し込むだけで吸盤の作用により確実に保持
されるので、従来のようにボルト4の端部に布5を巻き
付ける手間がなく、熟練を要せずに多数のPコン跡穴2
の止水作業を短時間で行なうことができる。この後、図
4に示すようにPコン跡穴2にモルタル3やモルタル円
板を埋め込んでコンクリート壁1の表面を平滑にして仕
上げる。This plastic adhesive 12 has 3 to 5
It can be hardened in a matter of minutes and water can be reliably stopped, and the water-stop cover 8 in which the plastic adhesive 12 has been injected can be reliably held by the action of the suction cup just by pushing it over the bolt 4 and pushing it in. As described above, there is no need to wind the cloth 5 around the end of the bolt 4, and a large number of P
Can be performed in a short time. Thereafter, as shown in FIG. 4, a mortar 3 or a mortar disk is buried in the trace hole 2 of the P-container, and the surface of the concrete wall 1 is finished to be smooth.
【0014】なお上記説明ではリング状のつば部11を
吸盤状に形成したものについて示したが、平板状のもの
でも良い。また本発明は地下室のコンクリート壁1に限
らず、土留め擁壁の止水などにも広く適用することがで
きる。In the above description, the ring-shaped flange 11 is formed in a sucker shape, but may be a flat plate. In addition, the present invention is not limited to the concrete wall 1 in the basement, and can be widely applied to the water stoppage of the earth retaining wall.
【0015】[0015]
【発明の効果】以上説明した如く本発明に係るPコン跡
穴の止水方法によれば、プラスチック系接着剤を入れた
止水カバーを、ボルトに被せて保持させる極めて簡単な
方法により、Pコン跡穴の止水を長期間に亘って確実に
行なうことができると共に、作業性が大幅に向上し、工
期の短縮と施工費の低減を図ることができる極めて優れ
た方法である。As described above, according to the method for stopping water in the trace of a P-container according to the present invention, a very simple method of holding a water-stopping cover containing a plastic adhesive over a bolt and holding the same is achieved by a very simple method. This is an extremely excellent method that can surely perform water stoppage of a trace of a conical hole for a long period of time, greatly improve workability, shorten the construction period, and reduce the construction cost.
【図1】(A)は本発明の実施の一形態による止水カバ
ーの斜視図で、(B)は止水カバーの断面図である。FIG. 1A is a perspective view of a water stop cover according to an embodiment of the present invention, and FIG. 1B is a cross-sectional view of the water stop cover.
【図2】図1に示す止水カバーにプラスチック系接着剤
を注入してボルトに取付ける状態を示す断面図である。FIG. 2 is a cross-sectional view showing a state in which a plastic adhesive is injected into the water blocking cover shown in FIG. 1 and attached to a bolt.
【図3】図2に示す止水カバーをボルトに被せ、プラス
チック系接着剤を硬化させて止水した状態を示す断面図
である。FIG. 3 is a cross-sectional view showing a state in which a water blocking cover shown in FIG. 2 is put on a bolt, a plastic adhesive is cured, and water is stopped.
【図4】止水カバーをボルトに被せて止水したPコン跡
穴に、モルタルを詰めてコンクリート壁を仕上げた状態
を示す断面図である。FIG. 4 is a cross-sectional view showing a state where a concrete wall is finished by filling a mortar in a P-container trace hole in which water is stopped by covering a water stop cover with a bolt.
【図5】Pコン跡穴にモルタルを詰めたコンクリート壁
を示す断面図である。FIG. 5 is a cross-sectional view showing a concrete wall in which mortar is packed in a P-con mark hole.
【図6】従来のボルトに布を巻き付けてプラスチック系
接着剤で止水したコンクリート壁の断面図である。FIG. 6 is a sectional view of a concrete wall in which a cloth is wound around a conventional bolt and water is stopped with a plastic adhesive.
1 コンクリート壁 2 Pコン跡穴 3 モルタル 4 ボルト 5 布 6 コンクリート 7 ゴム状弾性体層 8 止水カバー 9 円筒体 10 開口部 11 リング状のつば部 12 プラスチック系接着剤 DESCRIPTION OF SYMBOLS 1 Concrete wall 2 P-container mark hole 3 Mortar 4 Bolt 5 Cloth 6 Concrete 7 Rubbery elastic layer 8 Waterproof cover 9 Cylindrical body 10 Opening 11 Ring-shaped brim 12 Plastic adhesive
Claims (2)
ング状のつば部を一体に形成した軟質プラスチック製の
止水カバーの内側に、水と反応してゴム状弾性体に硬化
する液状のプラスチック系接着剤を注入して、この止水
カバーをPコン跡穴内に突出したボルトの端部に被せ
て、前記つば部をボルト周縁のコンクリート面に圧着
し、プラスチック系接着剤を硬化させて止水してから、
Pコン跡穴にモルタルまたはモルタル円板を埋め込んで
コンクリート表面を平滑にすることを特徴とするPコン
跡穴の止水方法。1. A liquid that reacts with water and hardens into a rubber-like elastic body by reacting with water inside a soft plastic water-blocking cover in which a ring-shaped flange is formed integrally with the periphery of an opening of a cylindrical body having one end opened. The plastic adhesive is poured, and the water-stop cover is put on the end of the bolt protruding into the trace hole of the P-con. The flange is pressed against the concrete surface around the bolt to cure the plastic adhesive. And stop the water,
A method for stopping water at a P-con trace hole, wherein a mortar or a mortar disk is embedded in the P-con trace hole to smooth the concrete surface.
いることを特徴とする請求項1記載のPコン跡穴の止水
方法。2. The method according to claim 1, wherein the ring-shaped flange is formed in a suction cup shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22253198A JP3332076B2 (en) | 1998-08-06 | 1998-08-06 | Water stop method for P-con trace hole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22253198A JP3332076B2 (en) | 1998-08-06 | 1998-08-06 | Water stop method for P-con trace hole |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2000054512A JP2000054512A (en) | 2000-02-22 |
| JP3332076B2 true JP3332076B2 (en) | 2002-10-07 |
Family
ID=16783901
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22253198A Expired - Fee Related JP3332076B2 (en) | 1998-08-06 | 1998-08-06 | Water stop method for P-con trace hole |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3332076B2 (en) |
-
1998
- 1998-08-06 JP JP22253198A patent/JP3332076B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2000054512A (en) | 2000-02-22 |
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| LAPS | Cancellation because of no payment of annual fees |