JPH0315689Y2 - - Google Patents

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Publication number
JPH0315689Y2
JPH0315689Y2 JP1983182916U JP18291683U JPH0315689Y2 JP H0315689 Y2 JPH0315689 Y2 JP H0315689Y2 JP 1983182916 U JP1983182916 U JP 1983182916U JP 18291683 U JP18291683 U JP 18291683U JP H0315689 Y2 JPH0315689 Y2 JP H0315689Y2
Authority
JP
Japan
Prior art keywords
joint
water
foam
swellable
caulking
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
JP1983182916U
Other languages
Japanese (ja)
Other versions
JPS6091700U (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 JP18291683U priority Critical patent/JPS6091700U/en
Publication of JPS6091700U publication Critical patent/JPS6091700U/en
Application granted granted Critical
Publication of JPH0315689Y2 publication Critical patent/JPH0315689Y2/ja
Granted legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)

Description

【考案の詳細な説明】 〔考案の属する技術分野〕 本考案は、建築、土木の分野でのコンクリート
構造物のコーキング構造に関する。
[Detailed description of the invention] [Technical field to which the invention pertains] The present invention relates to a caulking structure for concrete structures in the fields of architecture and civil engineering.

〔従来技術とその問題点〕[Prior art and its problems]

例えば、トンネルのシールドセグメントや水路
のボツクスカルバート等のコンクリート構造では
駆体の収縮に対応するために継手目地を設けるこ
とが多い。かかる目地構造で従来のものは第1図
に示すようにコンクリート構造物1,1′で形成
される継手目地溝2にエポキシ樹脂系目地コーキ
ング剤等3を充填しているものである。
For example, in concrete structures such as tunnel shield segments and waterway box culverts, joint joints are often provided to accommodate shrinkage of the concrete structure. In the conventional joint structure, as shown in FIG. 1, a joint groove 2 formed by concrete structures 1 and 1' is filled with an epoxy resin joint caulking agent 3.

しかし、このエポシキ樹脂系目地コーキング剤
等3は、伸縮性に乏しく、また接着力が強いため
に継手面に動きや振動が生じた場合には、かえつ
て構造物自体にクラツク等を生じさせる原因とな
る。
However, this epoxy resin joint caulking agent 3 has poor elasticity and strong adhesive strength, so if movement or vibration occurs on the joint surface, it may cause cracks in the structure itself. becomes.

また接着面が湿つている場合は、(これは特に
土木工事でトンネルや水路の組立て施工に多い)
上記コーキング材3の接着性が弱まり一部接着面
が剥離してそこから漏水する恐れもある。
Also, if the adhesive surface is damp (this is especially common in civil engineering construction, such as building tunnels and waterways),
There is also a risk that the adhesiveness of the caulking material 3 will weaken and a portion of the adhesive surface will peel off, allowing water to leak from there.

このような欠点を防止するため、第2図に示す
ように、ポリエチレン等の独立気泡体からなるバ
ツクアツプ材4を継手目地溝2の深部に挿入した
ものもある。このバツクアツプ材4の挿入によ
り、第2図のごとく目地溝2を三面(両側面、底
面)接着するのを防止し、二面接着として外圧に
よる荷重を受けた場合など構造物自体にクラツク
等を生じるのを防止しているが、バツクアツプ材
4には防水作用がないので、これが設置された目
地溝2の深部へ水が浸入してしまうとやはり浸水
する恐れがある。
In order to prevent such drawbacks, some joints have a backup material 4 made of closed cell foam such as polyethylene inserted deep into the joint groove 2, as shown in FIG. By inserting this back-up material 4, it is possible to prevent the joint groove 2 from being glued on three sides (both sides and the bottom) as shown in Figure 2, and to prevent cracks in the structure itself when it is subjected to loads due to external pressure as a two-sided adhesive. However, since the backup material 4 does not have a waterproof effect, there is still a risk of water intrusion if water enters the deep part of the joint groove 2 in which it is installed.

そこで、上記不都合を解消するため考案者は先
に水膨潤性組成物をシール材として使用した継手
目地構造を提案した。これは実開昭57−159977号
(実願昭56−47109号)に記載され、第3図に示す
ように目地溝2の深部に、押出し成型した水膨潤
性組成物よりなる紐状バツクアツプ材兼シール材
5を挿入し、その上に土木工事ではエポキシ樹
脂、ウレタン樹脂等が、また建築工事ではシリコ
ン樹脂やポリサルフアイド樹脂などを用いた目地
剤6を施すものである。
Therefore, in order to solve the above-mentioned disadvantages, the inventor first proposed a joint joint structure using a water-swellable composition as a sealing material. This is described in Utility Model Application No. 57-159977 (Utility Application No. 56-47109), and as shown in FIG. A sealing material 5 is inserted, and a joint material 6 is applied thereon using epoxy resin, urethane resin, etc. in civil engineering work, or silicone resin, polysulfide resin, etc. in construction work.

このようにすれば、シール材5は完全に密封さ
れた状態となり、目地深部からの浸入水があれ
ば、水と作用して水膨潤して、その膨潤圧で継手
目地溝2の限定された深部空間を確実にシールす
ることができる。
In this way, the sealing material 5 will be in a completely sealed state, and if there is water intruding from deep into the joint, it will interact with water and swell, and the swelling pressure will cause the joint joint groove 2 to be confined. Deep spaces can be reliably sealed.

しかし、シール材5は水膨潤性組成物であるた
めその水膨潤効果が大きい目地溝2の開口部方向
へふくらみが集中し、目地剤6を外側に押出した
り、シール材5自身が外へはみ出したりするおそ
れがある。
However, since the sealing material 5 is a water-swellable composition, the swelling concentrates in the direction of the opening of the joint groove 2 where the water-swelling effect is large, pushing the joint material 6 outward or causing the sealing material 5 itself to protrude outward. There is a risk of

〔考案の目的〕[Purpose of invention]

本考案の目的は前記従来例の欠点を解消し、水
膨潤性組成物からなるシール材を用いてコーキン
グを行う場合において、該シール材の膨潤程度を
大きくして確実な止水効果を期待する場合に該シ
ール材若しくはその上部の充填材が外側に飛び出
すことを完全に防止して品質の保証と体裁を確保
することができる簡易構造のコンクリート構造物
のコーキング構造を提供することにある。
The purpose of the present invention is to eliminate the drawbacks of the conventional examples, and to increase the degree of swelling of the sealant when caulking is performed using a sealant made of a water-swellable composition, thereby ensuring a reliable water-stopping effect. To provide a caulking structure for a concrete structure having a simple structure, which can completely prevent the sealing material or the filler material above the sealing material from jumping out to the outside in case of a case, and ensure quality and appearance.

〔考案の要旨〕[Summary of the idea]

しかしてこの目的は本考案によれば、継手目地
またはヘアークラツク発生部分に形成する補修溝
であるコーキング用のカツト溝の底部に、膨潤性
ポリウレタン樹脂あるいは膨潤性ポリビニルのご
とき、水膨潤性高分子物質を主材とした水膨潤性
組成物をバツクアツプ兼シール材として配し、そ
の上部にこの水膨潤性組成物の抜出し防止用の緩
衝材として発泡体を収め、その上に目地剤を充填
した上下三層構造とすることにより達成される。
However, the purpose of the lever is that, according to the present invention, a water-swellable polymer material such as swellable polyurethane resin or swellable polyvinyl is added to the bottom of the cut groove for caulking, which is a repair groove formed at the joint joint or the hair crack occurrence area. A water-swellable composition mainly composed of is placed as a back-up and sealing material, a foam is placed on top of it as a cushioning material to prevent the water-swellable composition from coming out, and a top and bottom joint filler is filled on top of the foam. This is achieved by having a three-layer structure.

〔考案の実施例〕[Example of idea]

以下、図面について本考案の実施例を詳細に説
明する。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第4図は本考案の第1実施例を示す縦断正面図
で、前記従来例を示す第3図と同一構成要素には
同一参照番号を付したものである。
FIG. 4 is a longitudinal sectional front view showing the first embodiment of the present invention, in which the same components as in FIG. 3 showing the conventional example are given the same reference numerals.

図中1,1′はトンネルのシールドセグメント
や水路のボツクスカルバート等若しくは建物の外
壁等コンクリート構造物、2は該構造物1,1′
の継手部に形成されたカツト溝からなる継手目地
溝を示す。
In the figure, 1 and 1' are concrete structures such as shield segments of tunnels, box culverts of waterways, or external walls of buildings, and 2 are the structures 1 and 1'.
This figure shows a joint joint groove consisting of a cut groove formed in the joint part.

該目地溝2の底部にバツクアツプ兼シール材と
して紐状の水膨潤性組成物7を配設するが、これ
は必ずしも初めから溝2の底部にぴつたりと合致
させる必要はない。この水膨潤性組成物7として
は、膨潤性ポリウレタン樹脂、あるいは膨潤性ポ
リビニルのごとき、水膨潤性高分子物質を主材と
した組成物である。
A string-like water-swellable composition 7 is placed at the bottom of the groove 2 as a back-up and sealing material, but it is not necessarily necessary to fit it exactly with the bottom of the groove 2 from the beginning. The water-swellable composition 7 is a composition based on a water-swellable polymeric substance such as a swellable polyurethane resin or a swellable polyvinyl.

さらに、水膨潤性組成物7の上部に同じく紐状
の発泡体8を挿入し、その上に目地剤9を充填し
た。発泡体8は緩衝材となるもので、例えば合成
樹脂系、合成ゴム系のものが適している。また目
地剤9は前記目地剤6と同じく土木系ではエポキ
シ樹脂、ウレタン樹脂等、建築系ではシリコン樹
脂やポリサルフアイド樹脂等を使用する。
Furthermore, a string-like foam 8 was similarly inserted above the water-swellable composition 7, and a joint filler 9 was filled thereon. The foam 8 serves as a cushioning material, and is suitably made of synthetic resin or synthetic rubber, for example. Similarly to the joint filler 6, the joint filler 9 uses epoxy resin, urethane resin, etc. in civil engineering applications, and silicone resin, polysulfide resin, etc. in construction applications.

このようにすれば、水膨潤性組成物7は時間の
経過とともに水分と反応して徐々にふくらみシー
ル効果とバツクアツプ効果を発揮し、その際上方
すなわち溝2の開口部方向への膨出は発泡体8で
吸収される。従つて、目地剤9やこの水膨潤性組
成物7自体が目地溝2からはみ出すことはない。
In this way, the water-swellable composition 7 reacts with water over time and gradually swells to exhibit a sealing effect and a back-up effect, and at this time, the swelling upward, that is, toward the opening of the groove 2, is caused by foaming. Absorbed by body 8. Therefore, the joint filler 9 and the water-swellable composition 7 themselves do not protrude from the joint groove 2.

次に、第5図〜第7図は本考案のコーキング構
造をコンクリート構造物のヘヤークラツクの補修
に用いた実施例を示す。第5図に示すようにコン
クリート構造物10にヘヤークラツク11が生じ
た場合、該クラツク11からの漏水を補修するの
に通常第6図に示すように表面からカツト溝12
を形成する。そして第7図に示すように該カツト
溝12の底部に前記第1実施例の目地溝の場合と
同じく水膨潤性組成物7を配設し、その上に緩衝
材としての発泡体8を挿入しさらにその上に充填
剤13を施す。該充填剤13は前記目地材9と同
じ材質のものである。
Next, FIGS. 5 to 7 show examples in which the caulking structure of the present invention is used to repair hair cracks in concrete structures. When a hair crack 11 occurs in a concrete structure 10 as shown in FIG. 5, in order to repair water leakage from the crack 11, a cut groove 12 is usually cut from the surface as shown in FIG.
form. Then, as shown in FIG. 7, a water-swellable composition 7 is provided at the bottom of the cut groove 12 as in the case of the joint groove of the first embodiment, and a foam 8 as a cushioning material is inserted thereon. Then, a filler 13 is applied thereon. The filler 13 is made of the same material as the joint material 9.

かかるヘヤークラツクの補修の場合の止水効果
及び発泡体8の緩衝効果については第1実施例と
同様なので、詳細な説明を省略する。
The water-stopping effect and the buffering effect of the foam 8 in the case of hair crack repair are the same as in the first embodiment, so detailed explanations will be omitted.

〔考案の効果〕[Effect of idea]

以上述べたように本考案のコンクリート構造物
のコーキング構造はシール材として水膨潤性組成
物を使用してその膨潤効果により隙間を完全に防
いで精度のよい止水が得られるとともに膨潤程度
が大きくとも溝開口部の充填剤等が外にはみ出し
てしまうおそれのないものである。そして良好の
品質と体裁のよさをコンクリート構造物に確保で
きるものである。
As mentioned above, the caulking structure of the concrete structure of the present invention uses a water-swellable composition as a sealing material, and its swelling effect completely prevents gaps and provides highly accurate water stoppage, while also increasing the degree of swelling. In both cases, there is no risk that the filler, etc. in the groove opening will protrude outside. In addition, good quality and good appearance can be ensured in concrete structures.

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

第1図〜第3図は従来の目地構造を示す縦断正
面図、第4図は本考案のコーキング構造の第1実
施例を示す縦断正面図、第5図〜第7図は第2実
施例を示すもので各工程を示す縦断正面図であ
る。 1,1′……コンクリート構造物、2……継手
目地溝、3……コーキング材等、4……バツクア
ツプ材、5……シール材、6……目地剤、7……
水膨潤性組成物、8……発泡体、9……目地材、
10……コンクリート構造物、11……ヘヤーラ
ツク、12……カツト溝。
Figures 1 to 3 are vertical sectional front views showing a conventional joint structure, Figure 4 is a vertical sectional front view showing a first embodiment of the caulking structure of the present invention, and Figures 5 to 7 are a second embodiment. FIG. 3 is a longitudinal sectional front view showing each process. 1, 1'... Concrete structure, 2... Joint joint groove, 3... Caulking material, etc., 4... Backup material, 5... Sealing material, 6... Joint filler, 7...
Water-swellable composition, 8... Foam, 9... Joint material,
10... Concrete structure, 11... Hair rack, 12... Cut groove.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 継手目地またはヘアークラツク発生部分に形成
する補修溝であるコーキング用のカツト溝の底部
に、膨潤性ポリウレタン樹脂あるいは膨潤性ポリ
ビニルのごとき、水膨潤性高分子物質を主材とし
た水膨潤性組成物をバツクアツプ兼シール材とし
て配し、その上部にこの水膨潤性組成物の抜出し
防止用の緩衝材として発泡体を収め、その上に目
地剤を充填した上下三層構造とすることを特徴と
したコンクリート構造物のコーキング構造。
A water-swellable composition based on a water-swellable polymeric substance such as a swelling polyurethane resin or a swelling polyvinyl is applied to the bottom of the cut groove for caulking, which is a repair groove formed at a joint joint or a hair crack occurrence area. Concrete is characterized by having a three-layer structure, which is placed as a back-up and sealing material, a foam is placed on top of the foam as a buffer material to prevent the water-swellable composition from coming out, and a joint filler is filled on top of the foam. Caulking structure of the structure.
JP18291683U 1983-11-25 1983-11-25 Caulking structure of concrete structure Granted JPS6091700U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18291683U JPS6091700U (en) 1983-11-25 1983-11-25 Caulking structure of concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18291683U JPS6091700U (en) 1983-11-25 1983-11-25 Caulking structure of concrete structure

Publications (2)

Publication Number Publication Date
JPS6091700U JPS6091700U (en) 1985-06-22
JPH0315689Y2 true JPH0315689Y2 (en) 1991-04-05

Family

ID=30396006

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18291683U Granted JPS6091700U (en) 1983-11-25 1983-11-25 Caulking structure of concrete structure

Country Status (1)

Country Link
JP (1) JPS6091700U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103132594A (en) * 2011-11-21 2013-06-05 旭混凝土工业株式会社 Joining method of concrete structure

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015206261A (en) * 2015-08-21 2015-11-19 株式会社白崎コーポレーション Joint repair method for u-shaped gutter channel
JP6568897B2 (en) * 2017-06-22 2019-08-28 植村 誠 Open shield method and concrete box used for it

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55111544A (en) * 1979-02-21 1980-08-28 Sekisui Plastics Method of treating joint

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5675208U (en) * 1979-11-15 1981-06-19

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55111544A (en) * 1979-02-21 1980-08-28 Sekisui Plastics Method of treating joint

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103132594A (en) * 2011-11-21 2013-06-05 旭混凝土工业株式会社 Joining method of concrete structure
JP2013130050A (en) * 2011-11-21 2013-07-04 Asahi Concrete Works Co Ltd Concrete structure joint method

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Publication number Publication date
JPS6091700U (en) 1985-06-22

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