JPH0726412B2 - Construction method of concrete using waterproof frame - Google Patents
Construction method of concrete using waterproof frameInfo
- Publication number
- JPH0726412B2 JPH0726412B2 JP2205589A JP2205589A JPH0726412B2 JP H0726412 B2 JPH0726412 B2 JP H0726412B2 JP 2205589 A JP2205589 A JP 2205589A JP 2205589 A JP2205589 A JP 2205589A JP H0726412 B2 JPH0726412 B2 JP H0726412B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- frame
- water blocking
- water
- groove
- 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
Links
Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は止水枠を用いたコンクリートの施工方法に関す
る。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of use] The present invention relates to a concrete construction method using a waterproof frame.
[従来の技術] 従来よりコンクリート構造物では、水漏れを防止するた
めに止水枠を用い、止水枠をコンクリート打設場所に据
付け、その止水枠に嵌合するようにコンクリートを流し
てコンクリート壁を形成し、これにより止水枠をコンク
リート壁に固定することにしている。この施工方法で
は、止水枠によりコンクリート壁からの水漏れの問題を
改善できる。[Prior Art] Conventionally, in a concrete structure, a water blocking frame is used to prevent water leakage, the water blocking frame is installed at a concrete pouring place, and concrete is poured so as to fit into the water blocking frame. A concrete wall will be formed and the water-stop frame will be fixed to the concrete wall. In this construction method, the problem of water leakage from the concrete wall can be improved by the water blocking frame.
[発明が解決しようとする課題] ところで上記した施工方法では、止水枠によりコンクリ
ート壁からの水漏れの問題を改善しているものの、温度
変化によるコンクリートの伸縮、コンクリートの養生収
縮、コンクリートの打設不充分等のため、止水枠とコン
クリート壁との境界部分から水が漏れることがある。こ
の場合、コンクリート壁と止水枠との境界域にシール剤
を注入することが考えられるが、コンクリート固化後
に、シール剤を注入するための注入孔を止水枠に形成し
なければならない。[Problems to be Solved by the Invention] In the construction method described above, although the problem of water leakage from the concrete wall is improved by the water blocking frame, expansion and contraction of concrete due to temperature change, curing shrinkage of concrete, and casting of concrete. Water may leak from the boundary between the water blocking frame and the concrete wall due to insufficient construction. In this case, it is conceivable to inject the sealing agent into the boundary area between the concrete wall and the water blocking frame, but after the concrete is solidified, an injection hole for injecting the sealing agent must be formed in the water blocking frame.
また、耐水漏れ性が充分でありコンクリート壁と止水枠
との境界部分にてシール剤を注入する必要がない場合に
は、あえて注入孔を止水枠に形成する必要もない。Further, when the water leakage resistance is sufficient and it is not necessary to inject the sealant at the boundary portion between the concrete wall and the water blocking frame, it is not necessary to form the injection hole in the water blocking frame.
本発明は上記した従来の実情に鑑みなされたものであ
り、その目的は、閉止具により開閉自在な注入孔をもつ
止水枠を用いることにより、止水枠とコンクリート壁と
の境界部分にシール剤を注入する場合に対応することが
できる止水枠を用いたコンクリートの施工方法を提供す
ることにある。The present invention has been made in view of the above conventional circumstances, and an object thereof is to seal a boundary portion between a water blocking frame and a concrete wall by using a water blocking frame having an injection hole that can be opened and closed by a closing tool. An object of the present invention is to provide a method for constructing concrete using a waterproof frame that can be applied when injecting an agent.
[課題を解決するための手段] 本発明の止水枠を用いたコンクリートの施工方法は、コ
ンクリートの侵入を規制して溝状空間部を形成する突出
部を備えた枠部と枠部を厚み方向に貫通すると共に溝状
空間部に連通可能な位置に形成された注入孔と注入孔を
開閉自在な閉止具とをもつ止水枠を用い、 閉止具で前記注入孔を閉じた状態で止水枠を、コンクリ
ート打込み場所に設置されるコンクリート型枠に据付け
る据付工程と、 コンクリート打込み場所に設置したコンクリート枠内に
コンクリートを流して固化させ、止水枠の枠部に接合す
るコンクリート壁を形成すると共に、止水枠とコンクリ
ート壁との境界部分に、止水枠の突出部によりコンクリ
ートの侵入が阻止された溝状空間部を形成する打設工程
と、 閉止具を外した注入孔から、流動性をもつシール剤を止
水枠とコンクリート壁との境界部分の溝状空間部に注入
して、境界部分をシールするシール工程とを順に実施す
ることを特徴とするものである。[Means for Solving the Problems] A method of constructing concrete using a waterproof frame of the present invention is a frame portion provided with a projecting portion that regulates the intrusion of concrete and forms a groove-shaped space portion, and the thickness of the frame portion. Use a water stop frame that has an injection hole formed at a position that penetrates in the direction and can communicate with the groove-shaped space and a closure that can open and close the injection hole, and stop the injection hole with the closure. The installation process to install the water frame on the concrete formwork installed at the concrete driving place, and the concrete wall to be joined to the frame part of the water blocking frame by pouring concrete into the concrete frame installed at the concrete driving place to solidify. At the same time as the formation, a pouring process to form a groove-shaped space where concrete is prevented from entering by the projection of the waterproof frame at the boundary between the waterproof frame and the concrete wall, and from the injection hole with the closure removed. ,flow A sealing agent having a property is injected into the groove-shaped space portion at the boundary portion between the water blocking frame and the concrete wall, and a sealing step of sealing the boundary portion is sequentially performed.
本発明で使用する止水枠は、横断面で所定の形状をなし
コンクリート壁の端面にそってのびる枠部と、枠部を厚
み方向に貫通する注入孔と、注入孔を開閉自在な閉止具
とをもつものである。枠部は、コンクリートの侵入を規
制して溝状空間部を形成する突出部を備えている。注入
孔の開口面積は必要に応じて適宜設定する。注入孔は、
止水枠の長さ方向にそって適数個所定の間隔で並設され
ていることが望ましい。閉止具は注入孔の開口を閉じる
ものであり、例えば、ボルト、ピン、蓋板等で形成でき
る。The waterproof frame used in the present invention is a frame part having a predetermined cross-sectional shape and extending along the end face of a concrete wall, an injection hole penetrating the frame part in the thickness direction, and a closure for opening and closing the injection hole. With and. The frame portion includes a protruding portion that restricts the entry of concrete and forms a groove-shaped space portion. The opening area of the injection hole is appropriately set as needed. The injection hole is
It is desirable that a suitable number of water-blocking frames be arranged in parallel at a predetermined interval along the length direction. The closing tool closes the opening of the injection hole, and can be formed by, for example, a bolt, a pin, a cover plate, or the like.
据付工程では、閉止具で止水枠の枠部の注入孔を閉じた
状態で、コンクリート打設場所に設置されるコンクリー
ト型枠に止水枠を保持して据付ける。打設工程では、コ
ンクリート型枠にコンクリートを流して固化させ、止水
枠の枠部に接合するコンクリート壁を形成する。このと
き枠部の突出部による規制作用により、流動性をもつコ
ンクリートの親友が規制され、コンクリート壁と枠部と
の境界に溝状空間部が形成される。In the installation process, the water blocking frame is held and installed in the concrete formwork installed at the concrete pouring place, with the injection hole in the frame part of the water blocking frame being closed by the closing tool. In the pouring process, concrete is poured into a concrete form to solidify it, thereby forming a concrete wall that is joined to the frame portion of the waterproof frame. At this time, due to the restricting action of the protruding part of the frame part, the good friend of the concrete having fluidity is restricted, and the groove-shaped space part is formed at the boundary between the concrete wall and the frame part.
本発明の施工方法では、打設工程を終えた後、止水枠の
閉止具により注入孔を開口させれば、止水枠とコンクリ
ート壁との境界部分を外気に連通させることができる。
そのため、止水枠の枠部とコンクリート壁との境界部分
からの水漏れが発見された場合等のように、止水枠とコ
ンクリート壁との間のシール性を更に向上させたい場合
には、止水枠の閉止具により注入孔を開口させ、更に、
開口した注入孔を通して、流動性をもつシール剤を止水
枠の枠部とコンクリート壁との境界部分にシール剤を圧
入させて境界部分をシールするシール工程を実施するこ
とができる。圧入するシール剤としては圧入時に流動性
をもちその後硬化するもの、例えばゴム、樹脂等具体的
にはシリコンゴム、発泡性ウレタンを採用できる。特
に、シール性確保の面から膨潤性の大きなもの、流動性
または浸透性のよいものが好ましい。ゴムには必要に応
じて加硫剤、加硫促進剤、充填剤、老化防止剤、発泡
剤、可塑剤、硬化剤等を適宜添加できる。In the construction method of the present invention, after the pouring process is completed, the boundary portion between the water blocking frame and the concrete wall can be communicated with the outside air by opening the injection hole with the closing tool of the water blocking frame.
Therefore, if you want to further improve the sealability between the water blocking frame and the concrete wall, such as when water leakage is found from the boundary between the water blocking frame and the concrete wall, The injection hole is opened by the closing tool of the water blocking frame, and further,
It is possible to perform a sealing step of pressing the sealing agent having fluidity into the boundary portion between the frame portion of the water blocking frame and the concrete wall through the opened injection hole to seal the boundary portion. As the sealant to be press-fitted, those which have fluidity at the time of press-fit and are cured thereafter, such as rubber and resin, specifically silicon rubber, and foaming urethane can be adopted. In particular, those having a large swelling property and those having a good fluidity or permeability are preferable from the viewpoint of ensuring the sealing property. If necessary, a vulcanizing agent, a vulcanization accelerator, a filler, an antioxidant, a foaming agent, a plasticizer, a curing agent and the like can be added to the rubber.
[実施例] 以下、本発明の止水枠を用いたコンクリート施工方法
を、図面に示す一実施例に従って説明する。[Example] Hereinafter, a concrete construction method using the waterproof frame of the present invention will be described according to an example shown in the drawings.
まず、本実施例の施工方法で使用する止水枠から説明す
る。止水枠1は鋼製であり、長く伸びるものである。止
水枠1の枠部10は、横断面状で、第1水平板部100と第
1垂直板部101と第2水平部102と第2垂直板部103とで
形成されている。第1水平板部100の内面側には、空気
溜め用の溝状空間部2aを形成するための棒状の突出部11
が止水枠1の長さ方向にそって溶接で固定されている。
止水枠1の枠部10の第1水平板部100には雌螺子をもつ
注入孔12が厚み方向に貫通して形成されている。第3図
に示すように注入孔12は止水枠1の枠部10の長さ方向に
そって所定間隔隔てて多数個並設されている。通常の状
態では各注入孔12はボルト状の閉止具13で閉止される。First, the waterproof frame used in the construction method of this embodiment will be described. The water blocking frame 1 is made of steel and extends long. The frame portion 10 of the water blocking frame 1 has a cross-sectional shape and is formed by a first horizontal plate portion 100, a first vertical plate portion 101, a second horizontal portion 102, and a second vertical plate portion 103. On the inner surface side of the first horizontal plate portion 100, a rod-shaped protruding portion 11 for forming a groove-shaped space portion 2a for storing air is provided.
Are fixed by welding along the length direction of the water blocking frame 1.
An injection hole 12 having a female screw is formed to penetrate through the first horizontal plate portion 100 of the frame portion 10 of the water blocking frame 1 in the thickness direction. As shown in FIG. 3, a large number of injection holes 12 are juxtaposed along the length direction of the frame portion 10 of the water blocking frame 1 at predetermined intervals. In a normal state, each injection hole 12 is closed by a bolt-shaped closing tool 13.
据付工程では、コンクリート打設場所に設置されるコン
クリート型枠に止水枠1を保持して据付ける。そして打
設工程では、コンクリート打設場所に設置されたコンク
リート型枠内にコンクリートを流すことにより、各止水
枠1の枠部10の一面10a側にコンクリートを流してコン
クリートを打設し、これにより各止水枠1の枠部10の一
面10a側に接合するコンクリート壁2を形成する。In the installation process, the water blocking frame 1 is held and installed in the concrete formwork installed in the concrete pouring place. Then, in the pouring process, by pouring concrete into the concrete formwork installed at the concrete pouring place, the concrete is poured to the one surface 10a side of the frame portion 10 of each water-stop frame 1 to pour the concrete. Thus, the concrete wall 2 joined to the one surface 10a side of the frame portion 10 of each water blocking frame 1 is formed.
このように打説した後、第1図に示すように、2個の止
水枠1の間に板状の目地剤30を介在させ、更に、U字状
の中央部31aと片部31bとからなる本体ゴム31を2個の止
水枠1にまたがった状態で保持する。また、本体ゴム31
の上面部には長尺状の内面調整バー32を取付ボルト33、
取付ナット34を介して保持する。After making a statement in this way, as shown in FIG. 1, a plate-like jointing agent 30 is interposed between two water-stop frames 1, and further, a U-shaped central portion 31a and a piece portion 31b are formed. The main body rubber 31 made of is held in a state of straddling the two water blocking frames 1. Also, the main body rubber 31
On the upper surface of, the long inner adjustment bar 32 is attached with the mounting bolts 33,
Hold through the mounting nut 34.
打設工程でコンクリートを打設した際に、コンクリート
で押された空気が止水枠1の枠部10の一面10aにそって
移動する。更にその空気を突出部11で動きを規制され、
従って止水枠1の第1水平板部100と突出部11とで区画
された部分に空気が押込められ、その結果、コンクリー
トの侵入が阻止された溝状空間部2aが注入孔12の並設方
向にそって形成される。When concrete is placed in the placing step, the air pushed by the concrete moves along one surface 10a of the frame portion 10 of the water blocking frame 1. Furthermore, the movement of the air is restricted by the protruding portion 11,
Therefore, air is pushed into the portion of the water blocking frame 1 defined by the first horizontal plate portion 100 and the projecting portion 11, and as a result, the groove-shaped space portion 2a in which the concrete is prevented from entering is aligned with the injection hole 12. It is formed along the installation direction.
更に、シール性を高めるために、止水枠1の第1水平板
部100の注入孔12から閉止具13を外して注入孔12を開口
させ、開口した注入孔12から、シール剤として機能する
所定の配合のゴムを止水枠1とコンクリート壁2との境
界部分である溝状空間部2aに圧入して装填し固化させ、
これにより第2図に示すように溝状空間部2aにシール部
36を形成する。この結果、止水枠1とコンクリート壁2
との境境界部分がシールされ、止水枠1による止水硬化
が一層高められる。なおシール部36を形成したら閉止具
13を再び注入口12に取付ける。Further, in order to improve the sealing property, the closure 13 is removed from the injection hole 12 of the first horizontal plate portion 100 of the water blocking frame 1 to open the injection hole 12, and the opened injection hole 12 functions as a sealant. A rubber having a predetermined composition is press-fitted into the groove-shaped space 2a which is a boundary portion between the water blocking frame 1 and the concrete wall 2 to be solidified.
As a result, as shown in FIG. 2, the groove-like space 2a has a seal portion.
Form 36. As a result, the waterproof frame 1 and the concrete wall 2
The boundary portion between and is sealed, and the water stop hardening by the water stop frame 1 is further enhanced. Once the seal 36 is formed, the closure
Reattach 13 to inlet 12.
尚上記した実施例ではシール剤としてゴムを用いたが、
これに限られるものではない。Although rubber was used as the sealant in the above-mentioned examples,
It is not limited to this.
[発明の効果] 本発明の止水枠を用いるコンクリートの施工方法によれ
ば、コンクリート壁と止水枠との境界部分のシール性を
向上させたい場合には、閉止具により注入孔を開口さ
せ、開口した注入孔からシール剤をコンクリート壁と止
水枠との境界部分に装填させれば、コンクリート壁と止
水枠との境界部分のシール性を向上させ得、止水枠によ
る止水効果を高め得る。また、耐水漏れ性が充分であ
り、シール剤を装填する必要がなくそのままで充分な場
合には、閉止具を止水枠に取りつけたままとし、注入孔
を閉止具で閉止させたままにすることができる。[Effect of the Invention] According to the concrete construction method using the water blocking frame of the present invention, in order to improve the sealing property of the boundary portion between the concrete wall and the water blocking frame, the injection hole is opened by the closing tool. If the sealing agent is loaded into the boundary part between the concrete wall and the water blocking frame through the opening injection hole, the sealing property of the boundary part between the concrete wall and the water blocking frame can be improved, and the water blocking effect of the water blocking frame can be improved. Can increase. In addition, if the water leakage resistance is sufficient and it is not necessary to load the sealant and it is sufficient as it is, leave the closing device attached to the water blocking frame and leave the injection hole closed with the closing device. be able to.
即ち、本発明にかかる止水枠を用いるコンクリートの施
工方法によれば、シール剤を注入する必要がある場合、
シール第の注入を必要としない場合のいずれにも対応す
ることができる。That is, according to the concrete construction method using the waterproof frame according to the present invention, when it is necessary to inject the sealant,
It is possible to deal with the case where the seal first injection is not necessary.
図面は本発明の一実施例を示し、第1図は打設工程を実
施した状態のコンクリート壁の断面図、第2図はシール
工程を実施した状態のコンクリート壁の断面図である。
第3図はシール工程を実施した状態の要部の拡大斜視図
である。 図中、1は止水枠、10は枠部、12は注入孔、13は閉止
具、2はコンクリート壁、36はシール部を示す。The drawings show one embodiment of the present invention. FIG. 1 is a cross-sectional view of a concrete wall in a state where a casting process is performed, and FIG. 2 is a cross-sectional view of a concrete wall in a state where a sealing process is performed.
FIG. 3 is an enlarged perspective view of an essential part in a state where the sealing process is performed. In the figure, 1 is a waterproof frame, 10 is a frame part, 12 is an injection hole, 13 is a closure, 2 is a concrete wall, and 36 is a seal part.
Claims (1)
を形成する突出部を備えた枠部と前記枠部を厚み方向に
貫通すると共に前記溝状空間部に連通可能な位置に形成
された注入孔と前記注入孔を開閉自在な閉止具とをもつ
止水枠を用い、 前記閉止具で前記注入孔を閉じた状態で前記止水枠を、
コンクリート打込み場所に設置されるコンクリート型枠
に据付ける据付工程と、 前記コンクリート打込み場所に設置したコンクリート枠
内にコンクリートを流して固化させ、前記止水枠の前記
枠部に接合するコンクリート壁を形成すると共に、前記
止水枠とコンクリート壁との境界部分に、前記止水枠の
突出部によりコンクリートの侵入が阻止された溝状空間
部を形成する打設工程と、 前記閉止具を外した前記注入孔から、流動性をもつシー
ル剤を前記止水枠と前記コンクリート壁との境界部分の
前記溝状空間部に注入して、前記境界部分をシールする
シール工程とを順に実施することを特徴とする止水枠を
用いたコンクリートの施工方法。1. A frame portion having a projecting portion that regulates the intrusion of concrete to form a groove-shaped space portion, and a frame portion that penetrates the frame portion in the thickness direction and can communicate with the groove-shaped space portion. Using a water blocking frame having a filling hole and a closing tool capable of opening and closing the filling hole, the water blocking frame with the filling hole closed by the closing tool,
An installation process of installing in a concrete formwork installed at a concrete driving place, and concrete is poured and solidified in the concrete frame installed at the concrete driving place to form a concrete wall to be joined to the frame portion of the waterproof frame. In addition, at the boundary portion between the water-stop frame and the concrete wall, a placing step of forming a groove-shaped space portion in which the intrusion of concrete is prevented by the protrusion of the water-stop frame, and the closure is removed. A sealant having fluidity is injected from an injection hole into the groove-shaped space at the boundary between the water blocking frame and the concrete wall, and a sealing step of sealing the boundary is sequentially performed. A concrete construction method using a waterproof frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2205589A JPH0726412B2 (en) | 1989-01-31 | 1989-01-31 | Construction method of concrete using waterproof frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2205589A JPH0726412B2 (en) | 1989-01-31 | 1989-01-31 | Construction method of concrete using waterproof frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02204528A JPH02204528A (en) | 1990-08-14 |
| JPH0726412B2 true JPH0726412B2 (en) | 1995-03-22 |
Family
ID=12072231
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2205589A Expired - Lifetime JPH0726412B2 (en) | 1989-01-31 | 1989-01-31 | Construction method of concrete using waterproof frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0726412B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767161A (en) * | 2012-07-18 | 2012-11-07 | 中国水利水电第五工程局有限公司 | Protector for vertical rubber stanch belt |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4656966B2 (en) * | 2004-10-21 | 2011-03-23 | 西武ポリマ化成株式会社 | Joint structure of underground concrete structure and its construction method |
-
1989
- 1989-01-31 JP JP2205589A patent/JPH0726412B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767161A (en) * | 2012-07-18 | 2012-11-07 | 中国水利水电第五工程局有限公司 | Protector for vertical rubber stanch belt |
| CN102767161B (en) * | 2012-07-18 | 2015-03-18 | 中国水利水电第五工程局有限公司 | Protector for vertical rubber stanch belt |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02204528A (en) | 1990-08-14 |
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