JPS62129408A - Jointing method for asphalt mat - Google Patents
Jointing method for asphalt matInfo
- Publication number
- JPS62129408A JPS62129408A JP26896685A JP26896685A JPS62129408A JP S62129408 A JPS62129408 A JP S62129408A JP 26896685 A JP26896685 A JP 26896685A JP 26896685 A JP26896685 A JP 26896685A JP S62129408 A JPS62129408 A JP S62129408A
- Authority
- JP
- Japan
- Prior art keywords
- asphalt
- water
- asphalt mat
- band unit
- mat sheets
- 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.)
- Granted
Links
Landscapes
- Revetment (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、港湾、河川などの築堤その他の水工に用いる
アスファルトマットの接合工法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for joining asphalt mats used for embankments of ports, rivers, and other water works.
アスファルトマットはアスファルト、石粉(フィラー)
、砂、砕石の混合物を陸上においてプレキャストしてマ
ント状にしたものであり、かかるアスファルトマット1
は第2図に示すように、水理構造物の基礎のり面、のり
先等に敷設してマントの水密性やたわみ性などにより堤
体の土砂漏えい、流出防止、洗掘防止等をする工法や重
力式構造物の底面に適用して堤体の滑動抵抗を増大する
工法が行われている。第2図は埋土の漏えい防止の場合
で、図中3は堤体、4はその基礎としての盛土、5は盛
土4の法面を保護するコンクリートブロックを示す。Asphalt mat is asphalt, stone powder (filler)
, sand, and crushed stone are precast on land to form a mantle, and such asphalt mat 1
As shown in Figure 2, this is a construction method that is installed on the foundation slope, slope, etc. of a hydraulic structure to prevent soil leakage, outflow, and scouring of the embankment body by using the watertightness and flexibility of the cloak. Construction methods are being used to increase the sliding resistance of embankments by applying them to the bottom of gravity-type structures. Figure 2 shows the case of leakage prevention of buried soil, in which 3 shows the embankment body, 4 shows the embankment as its foundation, and 5 shows the concrete block that protects the slope of the embankment 4.
ところで、前記アスファルトマット1を敷き並べた場合
の接合部は施工場所の条件によっても異なるが、第3図
に示すように(a)重合わせ継目で形成する場合、(b
)突付けて接合部にマスチ・7りを流し込む場合、(C
)突付けた接合部の上か、下に目地板を重ねる場合など
があり、それぞれ一長一短であるが、施工の容易性から
見れば(b)が一番である。Incidentally, the joints when the asphalt mats 1 are laid out will differ depending on the conditions of the construction site, but as shown in Fig.
) When pouring the mast/7ri into the joint by poking it, (C
) There are cases where a joint board is placed above or below the butted joint, and each has its advantages and disadvantages, but (b) is the best in terms of ease of construction.
しかし、この(a)の重ね合わせ継目は他に比べて強度
的に弱いという欠点も有する。そこで、特公昭50−2
1778号ではアスファルトマットの端部間にアスファ
ルト系軟質材を挟設し、次いで該目地を圧着させるよう
にしてこれにより重ね合わせ継目部の密着性を高めるよ
うにしている。However, the overlapping seam (a) also has the disadvantage of being weaker in strength than other joints. Therefore, special public service 1975-2
In No. 1778, an asphalt-based soft material is sandwiched between the ends of the asphalt mat, and the joints are then crimped to improve the adhesion of the overlapping joints.
そして、この目地媒体として使用されるアスフアルド系
軟質材は、アスファルトに軟質の天然ならびに合成の重
合物(共重合物を含む)を適当量含有させたものがよ(
、特にゴム伏物質を含有させたものが好適であるとされ
る。The asphalt-based soft material used as this joint medium is preferably made by adding an appropriate amount of soft natural and synthetic polymers (including copolymers) to asphalt.
In particular, those containing a rubbery substance are said to be suitable.
前記特公昭50−21778号に示された方法は、アス
ファルトと該目地媒体としてのアスファルト系軟質材と
を圧着するものであり、この圧着のためにはローラーな
どでの転圧する工程を必要とし、非常に面倒で手間のか
かるものであった。The method shown in Japanese Patent Publication No. 50-21778 is to press the asphalt and the asphalt-based soft material as the joint medium, and this pressing requires a step of rolling with a roller or the like. It was extremely troublesome and time-consuming.
本発明の目的は前記従来例の不都合を解消し、転圧など
の圧着作業や接着剤を用いることなしに簡単にかつ効果
的に施工できるアスファルトマットの接合工法を提供す
ることにある。It is an object of the present invention to provide a method for joining asphalt mats that eliminates the disadvantages of the conventional examples and can be easily and effectively constructed without using pressure bonding operations such as rolling presses or adhesives.
本発明は前記目的を達成するため、アスファルトマット
端部を重ね合わせて継目を形成する場合に、該アスファ
ルトマット端部間に水膨潤性組成物の帯体を挟設するこ
とを要旨とするものである。In order to achieve the above object, the gist of the present invention is to sandwich a band of a water-swellable composition between the ends of the asphalt mats when the ends of the asphalt mats are overlapped to form a joint. It is.
本発明によれば、アスファルトマット端部間に挟設され
る帯体は地中若しくは水中の水分を吸収して膨潤する。According to the present invention, the strip sandwiched between the ends of the asphalt mat absorbs moisture in the ground or water and swells.
これにより、外部から圧着しなくてもアスファルトマッ
トとの接合は密となり、完全な水密構造が得られる。As a result, the bond with the asphalt mat becomes tight even without external pressure bonding, and a completely watertight structure can be obtained.
以下、図面について本発明の実施例を詳細に説明する。 Embodiments of the present invention will be described in detail below with reference to the drawings.
第1図は本発明の接合工法の実施例を示す斜視図で、図
中1,1は前記のごときアスファルトマットを示す。FIG. 1 is a perspective view showing an embodiment of the joining method of the present invention, in which reference numerals 1 and 1 indicate asphalt mats as described above.
このアスファルトマット1を接合するには端部同士を上
下に重ね合わせて継目を形成するが、その際マット1の
縁部に沿って水膨潤性組成物の帯体2を配設し、この帯
体2をマット1,1間に挟設するようにした。In order to join this asphalt mat 1, the edges are overlapped vertically to form a seam. At this time, a band 2 of a water-swellable composition is placed along the edge of the mat 1, and this band The body 2 is sandwiched between the mats 1 and 1.
該帯体2を構成する水膨潤性組成物としては、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、ポリエチレン
オキシドの変性物、スチレン−無水マレイン酸共重合体
、ポリビニルピロリドン架橋物、アクリル酸−アクリル
アマイド共重合体架橋物、デンプン−アクリロニトリル
共重合体の加水分解物、セルロース誘導体の高分子物質
を用いて作成したものなどが考えられる。The water-swellable composition constituting the band 2 may include swellable polyurethane resin, swellable polyvinyl, etc.
Compositions based on water-swellable polymeric substances, modified polyethylene oxide, styrene-maleic anhydride copolymer, crosslinked polyvinylpyrrolidone, crosslinked acrylic acid-acrylamide copolymer, starch-acrylonitrile copolymer Possible examples include hydrolyzates of agglomerates and those created using polymeric substances of cellulose derivatives.
そして、かかる膨潤性物質を主材としてこれに液状ゴム
その他のゴム材をコンパウンドしたもの、若しくは熱可
塑性エラストマー等比較的ゴムに近い合成樹脂をコンパ
ウンドしたものなどが適する。Suitable materials include compounds made of such a swellable substance as a main material and compounded with liquid rubber or other rubber materials, or compounds made of a synthetic resin relatively similar to rubber such as thermoplastic elastomer.
なお、施工手順としては、下方になるアスファルトマッ
ト1を先に敷設し、次いでその縁に沿って少し奥に帯体
2を並べていき、最後に上方になるアスファルトマット
1の端を重ね合わせる。As for the construction procedure, the lower asphalt mat 1 is laid first, then the strips 2 are arranged a little deeper along its edge, and finally the edges of the upper asphalt mat 1 are overlapped.
このようにしてマット1の接合部を形成した場合、帯体
2は膨潤性ポリウレタンを用いた場合を例として説明す
ると、水をウレタン分子構造間に水素結合として組みい
れ、全体的にふくらむ。そして、帯体1の上下方向はマ
ット1で押さえられているので点線aで示すように横方
向へ広がり巾広の封止が得られ、また前記のごとく水を
取り入れてしまうので安定した止水効果を発揮し、膨潤
後も安定した物性を維持できる。When the bonded portion of the mat 1 is formed in this way, the band 2 is made of swellable polyurethane. Water is incorporated into the urethane molecular structure as hydrogen bonds, and the entire body swells. Since the strip 1 is held in the vertical direction by the mat 1, it spreads laterally as shown by the dotted line a, and a wide seal is obtained.Also, as water is taken in as described above, a stable water stop is achieved. It is effective and maintains stable physical properties even after swelling.
以上述べたように本発明のアスファルトマットの接合工
法は、アスファルトマット端部を重ね合わせて継目を形
成する場合に、目地媒体を介在させるが、この媒体とマ
ントとの結合はローラーでの転圧作業や接着剤塗布など
の作用が不要で簡単に施工できるとともに、密着化の大
きい効果的な止水構造が得られるものである。As described above, in the asphalt mat joining method of the present invention, a joint medium is used when overlapping the ends of the asphalt mats to form a joint, but this medium and the mantle are joined by rolling pressure using rollers. It is easy to install, requiring no work or adhesive application, and provides an effective water-stopping structure with great adhesion.
第1図は本発明のアスファルトマットの接合法の実施例
を示す斜視図、第2図はアスファルトマットの使用例を
示す縦断側面図、第3図はアスファルトマットの接合例
を示す説明図である。
1・・・アスファルトマット
2・・・水膨潤性組成物の帯体
3・・・堤体 4・・・盛土5・・・コンク
リートフロック
第1図
第2図
第3図FIG. 1 is a perspective view showing an embodiment of the asphalt mat joining method of the present invention, FIG. 2 is a vertical side view showing an example of how the asphalt mat is used, and FIG. 3 is an explanatory view showing an example of joining asphalt mats. . 1... Asphalt mat 2... Band of water-swellable composition 3... Embankment body 4... Embankment 5... Concrete flock Figure 1 Figure 2 Figure 3
Claims (1)
場合に、該アスファルトマット端部間に水膨潤性組成物
の帯体を挟設することを特徴とするアスファルトマット
の接合工法。A method for joining asphalt mats, which comprises sandwiching a band of a water-swellable composition between the ends of the asphalt mats when the ends of the asphalt mats are overlapped to form a joint.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26896685A JPS62129408A (en) | 1985-11-29 | 1985-11-29 | Jointing method for asphalt mat |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26896685A JPS62129408A (en) | 1985-11-29 | 1985-11-29 | Jointing method for asphalt mat |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62129408A true JPS62129408A (en) | 1987-06-11 |
JPH0412324B2 JPH0412324B2 (en) | 1992-03-04 |
Family
ID=17465774
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26896685A Granted JPS62129408A (en) | 1985-11-29 | 1985-11-29 | Jointing method for asphalt mat |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62129408A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04118410A (en) * | 1990-09-10 | 1992-04-20 | Shiroji Shimoda | Impervious construction of developed land |
US5925444A (en) * | 1992-12-09 | 1999-07-20 | Hitachi, Ltd. | Organic binder for shaping ceramic, its production method and product employing the same |
JP2003033745A (en) * | 2001-07-25 | 2003-02-04 | Shibata Ind Co Ltd | Connection method for water barrier sheet and water barrier sheet used for it |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6080120U (en) * | 1983-11-08 | 1985-06-04 | シーアイ化成株式会社 | Joint sealant |
-
1985
- 1985-11-29 JP JP26896685A patent/JPS62129408A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6080120U (en) * | 1983-11-08 | 1985-06-04 | シーアイ化成株式会社 | Joint sealant |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04118410A (en) * | 1990-09-10 | 1992-04-20 | Shiroji Shimoda | Impervious construction of developed land |
US5925444A (en) * | 1992-12-09 | 1999-07-20 | Hitachi, Ltd. | Organic binder for shaping ceramic, its production method and product employing the same |
JP2003033745A (en) * | 2001-07-25 | 2003-02-04 | Shibata Ind Co Ltd | Connection method for water barrier sheet and water barrier sheet used for it |
Also Published As
Publication number | Publication date |
---|---|
JPH0412324B2 (en) | 1992-03-04 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
EXPY | Cancellation because of completion of term |