JPH11229353A - Reinforcing sheet for civil engineering work - Google Patents
Reinforcing sheet for civil engineering workInfo
- Publication number
- JPH11229353A JPH11229353A JP10051249A JP5124998A JPH11229353A JP H11229353 A JPH11229353 A JP H11229353A JP 10051249 A JP10051249 A JP 10051249A JP 5124998 A JP5124998 A JP 5124998A JP H11229353 A JPH11229353 A JP H11229353A
- Authority
- JP
- Japan
- Prior art keywords
- civil engineering
- reinforcing sheet
- glass
- yarns
- asphalt
- 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
- Road Paving Structures (AREA)
- Revetment (AREA)
- Woven Fabrics (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、港湾、護岸等の工
事において防波堤等の基礎に供せられる沈下防止用アス
ファルトマットの補強用心材や道路用アスファルト舗装
用補強材などの土木用補強シートに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing sheet for civil engineering, such as a reinforcing core material for an asphalt mat for preventing settlement and a reinforcing material for asphalt pavement for roads, which are used as a foundation for breakwaters or the like in construction of harbors, seawalls and the like. Things.
【0002】[0002]
【従来の技術】港湾、護岸等の工事において防波堤等の
基礎に供せられる沈下防止用アスファルトマットの補強
用心材や道路用アスファルト舗装用補強材などの土木用
補強シートには、通常、ガラスクロスが使用されている
が、従来から要求されている性能に対しては、ガラスク
ロスの組織も平織、綾織、朱子織あるいは簡単なからみ
織で充分に対応することができていた。しかしながら、
更に、高性能のアスファルトマットの補強用心材や道路
用アスファルト舗装用補強材などの土木用補強シートが
必要とされるに至っており、この補強材としてのガラス
クロスも飛躍的に強度増加が要望され、今までのガラス
クロスの延長線上の対応では対応不可能となってきてい
る。2. Description of the Related Art In general, glass cloth is used as a reinforcing sheet for civil engineering, such as a reinforcing core material for asphalt mat for preventing settlement and a reinforcing material for asphalt pavement for roads, which are used for foundations such as breakwaters in construction of harbors and seawalls. However, the performance of glass cloth can be sufficiently satisfied by plain weave, twill weave, satin weave, or simple leno weave for the performance conventionally required. However,
In addition, high-performance asphalt mat reinforcing core materials and civil engineering reinforcing sheets such as road asphalt pavement reinforcing materials are required, and glass cloth as this reinforcing material is also required to dramatically increase the strength. However, it has become impossible to cope with the conventional extension of glass cloth.
【0003】[0003]
【発明が解決しようとする課題】本発明は、かかる現状
に鑑み、アスファルトまたは樹脂を含浸しても必要とさ
れる開口度を維持したままで、しかも高強度を有する土
木用補強シートの提供を目的とするものである。SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and provides a reinforcing sheet for civil engineering having high strength while maintaining a required opening degree even when impregnated with asphalt or resin. It is the purpose.
【0004】[0004]
【課題を解決するための手段】本発明の土木用補強シー
トは、複数のガラス長繊維糸とこれと直交する方向に配
列された複数のガラス長繊維糸とで織成されている織物
であって、前者のガラス長繊維糸は複数本ずつ近接して
配置されて絡み糸で絡み織り状に集束された広幅状集束
糸群をなした個所と前記ガラス長繊維糸が存在しない個
所とが交互に形成されるように配列されており、後者の
ガラス長繊維糸は間隔をおいて配列されていることを特
徴とするものである。The reinforcing sheet for civil engineering according to the present invention is a woven fabric woven of a plurality of long glass fibers and a plurality of long glass fibers arranged in a direction perpendicular to the long fibers. In the former, the long glass fiber yarns are arranged in close proximity to each other by a plurality of yarns, and a portion forming a wide-width bundled yarn bundle entangled in a woven shape by a tangling yarn and a portion where the glass long fiber yarn does not exist alternately. The long glass fiber yarns are arranged so as to be formed at intervals.
【0005】[0005]
【発明の実施の形態】以下、本発明について詳細に説明
する。BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in detail.
【0006】図1,図2において、1は土木用補強シー
トであり、複数のガラス長繊維糸2,…とこれと直交す
る方向に配列された複数のガラス長繊維糸3,…とで格
子状に織成されている織物である。In FIG. 1 and FIG. 2, reference numeral 1 denotes a reinforcing sheet for civil engineering, which is composed of a plurality of long glass fiber yarns 2,... And a plurality of long glass fiber yarns 3,. It is a woven fabric.
【0007】本発明に使用するガラス長繊維は、3〜2
5μmの繊維直径のガラス繊維からなるものが望まし
く、200〜20000本のガラス繊維からなることが
望ましい。撚数は、0〜1.0回/25mmであることが
望ましい。これにより厚み3mm以下にすることが可能で
ある。The glass long fiber used in the present invention is 3 to 2
A glass fiber having a fiber diameter of 5 μm is desirable, and a glass fiber of 200 to 20,000 fibers is desirable. The number of twists is desirably 0 to 1.0 turns / 25 mm. This makes it possible to reduce the thickness to 3 mm or less.
【0008】土木用補強シート1を形成する前者のガラ
ス長繊維糸2,…は、複数本ずつ近接して配置されて絡
み糸4で絡み織り状に集束された広幅状集束糸群をなし
た個所5と前記ガラス長繊維糸が存在しない個所6とが
交互に形成されるように配列されており、後者のガラス
長繊維糸3,…は約0.5〜3cm程度の一定間隔で間隔
をおいて配列されている。The former glass long fiber yarns 2,... Forming the reinforcing sheet 1 for civil engineering are arranged close to each other by a plurality of yarns, and are entangled with the entanglement yarns 4 to form a group of wide bundled yarns. 5 and the portions 6 where the glass filament fibers do not exist are arranged alternately, and the glass filament fibers 3,..., Are arranged at regular intervals of about 0.5 to 3 cm. And are arranged.
【0009】広幅状集束糸群をなした個所5の幅は、2
5〜60mmとすることが望ましく、幅間隔は25mm以上
とすることが望ましい。広幅状集束糸群の強度は、50
0〜2000kg/25mmとすることが望ましい。The width of the portion 5 forming the wide bundle of the bundled yarns is 2
The width is desirably 5 to 60 mm, and the width interval is desirably 25 mm or more. The strength of the wide bunched yarn group is 50
It is desirable to set it to 0 to 2000 kg / 25 mm.
【0010】ガラス長繊維糸2,…の広幅状集束糸群を
なした個所5は、絡み糸4で絡み織り状に集束されてい
るため、分離することなく、格子状を安定に保持するこ
とができ、アスファルトの注入を容易にして高強度の土
木用補強シートとすることができる。Since the portions 5 forming the wide bundles of the long glass fiber yarns 2,... Are bundled in the woven shape by the entanglement yarns 4, the lattice shape can be stably maintained without separation. As a result, asphalt can be easily injected to provide a high-strength civil engineering reinforcing sheet.
【0011】本発明の絡み糸4による絡み織りは、各種
の絡み織りとすることが可能であって、一つの広幅状集
束糸群をなした個所5に対して1本の絡み糸で行っても
よく、また2本以上の絡み糸で行ってもよい。The entangled weaving by the entangled yarn 4 of the present invention can be various entangled weaves, and it is possible to use a single entangled yarn for a portion 5 forming one wide-width bundled yarn group. Alternatively, two or more entangled yarns may be used.
【0012】1本の絡み糸を用いる場合には、通常、一
つの広幅状集束糸群をなした個所5の両端まで絡むよう
にして、集束するが、2本の絡み糸を用いる場合には、
2本の絡み糸が互いに一つの広幅状集束糸群をなした個
所5の両端で他のガラス長繊維糸3と係合したのち、そ
れぞれ異なる方向に進行し、中央で交差し、また異なる
方向の両端にて他のガラス長繊維糸3と係合することが
望ましい。この場合の他のガラス長繊維糸3との係合
は、複数本おきに行うことが糸切れ防止上望ましい。When one entangled yarn is used, the bundle is usually entangled so as to be entangled at both ends of a portion 5 forming one wide-shaped bunched yarn group, but when two entangled yarns are used,
After the two entangled yarns engage with the other glass long fiber yarns 3 at both ends of the portion 5 forming one wide-width bundled yarn group, the yarns advance in different directions, intersect at the center, and cross in the different directions. It is desirable to engage the other long glass fiber yarn 3 at both ends. In this case, it is desirable to perform engagement with the other glass long fiber yarns 3 at intervals of a plurality of yarns in order to prevent yarn breakage.
【0013】2本以上の絡み糸を用いる場合には、以上
の場合のほか、一つの広幅状集束糸群をなした個所5の
各両端縁部のみをそれぞれ1本ずつの絡み糸4で絡ませ
て集束させるようにしても良い。In the case where two or more entangled yarns are used, in addition to the above cases, only the two end edges of each of the portions 5 forming one wide-width bundled yarn group are entangled with one entanglement yarn 4 respectively. You may make it converge.
【0014】本発明の絡み糸4による絡み織りは、上記
の各種の絡み織りを組み合わせてもよく、また絡み糸4
はガラス長繊維を使用するほか熱融着性繊維を使用して
熱融着するようにしてもよい。The entangled weave by the entanglement yarn 4 of the present invention may be a combination of the various entanglement weaves described above.
In addition to using glass long fibers, heat fusion may be performed using heat fusible fibers.
【0015】本発明の土木用補強シートは、ガラス長繊
維糸3…が間隔をおいて配列されており、その間隔をお
いた隙間部分ではガラス長繊維糸2,…があるだけなの
で、非常に曲げやすいので、ロール状に簡易に巻くこと
ができ、運搬や貯蔵の際にはロール状に巻いておき、使
用時に必要な面積だけ引き出して切断して用いることが
可能となる。In the reinforcing sheet for civil engineering according to the present invention, the long glass fiber yarns 3 are arranged at intervals and only the long glass fiber yarns 2 are provided in the gaps at the intervals. Since it is easy to bend, it can be easily wound in a roll shape, and when transported or stored, it can be wound in a roll shape, and it can be used by drawing out only a necessary area for use and cutting.
【0016】本発明の土木用補強シートは、上述のよう
に、開口度を維持し飛躍的な強度増加を必要とされると
ころから、ガラスロービングヤーンを使用し、束織の技
術により必要な開口度を作成し、後加工により、この開
口度が変化しないように従来なかった技法により経糸の
束全体を細いガラスヤーンによりからみ織物としたもの
である。As described above, the reinforcing sheet for civil engineering of the present invention requires a drastic increase in strength while maintaining the opening degree. The degree of opening is formed, and the whole bundle of warps is entangled with a thin glass yarn by a technique which has not been conventionally used so that the degree of opening does not change by post-processing.
【0017】本発明の土木用補強シートは、このままで
使用することができるが、さらにSBR等の樹脂やアス
ファルトを含浸、塗布させることにより目止めをして使
用することができる。これにより強度が増すとともに、
アスファルトの付着性が向上し、さらに使用時に一部が
切断してもその切断個所がほつれてくることはない。Although the civil engineering reinforcing sheet of the present invention can be used as it is, it can be used after being impregnated and coated with a resin such as SBR or asphalt. This increases strength and
The asphalt adhesion is improved, and even if a part is cut during use, the cut portion does not fray.
【0018】本発明の土木用補強シートは、溶融アスフ
ァルトを注入した型枠内に、土木用補強シート2枚をガ
ラス長繊維糸2,…とガラス長繊維糸3,…を相互に直
交するように配置し、上方から溶融アスファルトを注入
することにより、縦横の両方向における充分な強度を得
ることができる。上方から注入した溶融アスファルト
は、ガラス長繊維糸2,…と、ガラス長繊維糸3,…と
の間隙を通過して下方の溶融アスファルトと一体とな
り、土木用補強シートはアスファルト内に強固に固定さ
れることとなる。In the reinforcing sheet for civil engineering of the present invention, two reinforcing sheets for civil engineering are formed such that glass long fiber yarns 2,... And glass long fiber yarns 3,. And by injecting molten asphalt from above, it is possible to obtain sufficient strength in both vertical and horizontal directions. The molten asphalt injected from above passes through the gap between the long glass fiber yarns 2, ... and the long glass fiber yarns 3, ... and becomes integrated with the lower molten asphalt, and the civil engineering reinforcing sheet is firmly fixed in the asphalt Will be done.
【0019】本発明の土木用補強シートは、ガラス繊維
を使用しているので、優れた強度を有するとともに、運
搬、収納時、アスファルトマットの製造時においても開
口度を維持しているので、高強度のアスファルトマット
を製造することを可能とするものである。Since the reinforcing sheet for civil engineering of the present invention uses glass fiber, it has excellent strength and maintains a high degree of opening during transportation, storage, and production of asphalt mats. This makes it possible to produce a strong asphalt mat.
【0020】本発明の土木用補強シートは、次のように
して使用することができる。一例としては、路床、路盤
層の上に、アスファルト基層を舗設し、タックコートを
散布した上に、本発明の土木用補強シートを敷きなら
べ、アスファルト表層を舗設することにより、引張強度
を補強した舗装体を形成することができる。他の例とし
ては、まず、基盤整備を行い、型枠を設置し、下層アス
ファルトマスチックを160〜200℃で打設し、その
上に吊り上げ用脱脂ワイヤーを置き、その上に本発明の
土木用補強シート2枚を両縦糸が直交するように敷きな
らべ、その上に上層アスファルトマスチックを打設する
ことにより、洗堀防止用アスファルトマットを製作する
ことができる。The civil engineering reinforcing sheet of the present invention can be used as follows. As an example, the asphalt base layer is laid on a subgrade, a roadbed layer, and a tack coat is scattered. A paved body can be formed. As another example, first, the foundation is maintained, the formwork is installed, the lower layer asphalt mastic is cast at 160 to 200 ° C., the degreasing wire for lifting is placed thereon, and the civil engineering work of the present invention is placed thereon. An asphalt mat for preventing scouring can be manufactured by laying two reinforcing sheets so that both warp yarns are orthogonal to each other and placing an upper asphalt mastic thereon.
【0021】[0021]
【発明の効果】本発明によれば、アスファルトまたは樹
脂を含浸しても必要とされる開口度を維持したままで、
しかも高強度を有する土木用補強シートの提供を可能と
するものである。According to the present invention, the required opening degree is maintained even when impregnated with asphalt or resin,
Moreover, it is possible to provide a reinforcing sheet for civil engineering having high strength.
【図1】本発明の土木用補強シートの一例を示す平面図
である。FIG. 1 is a plan view showing an example of a civil engineering reinforcing sheet of the present invention.
【図2】本発明の土木用補強シートの他の例の拡大平面
図である。FIG. 2 is an enlarged plan view of another example of the civil engineering reinforcing sheet of the present invention.
1 土木用補強シート 2,…ガラス長繊維糸 3,…ガラス長繊維糸 4 絡み糸 5 広幅状集束糸群をなした個所 6 ガラス長繊維糸が存在しない個所 DESCRIPTION OF SYMBOLS 1 Reinforcement sheet for civil engineering 2 ... Glass long fiber yarn 3 ... Glass long fiber yarn 4 Entanglement yarn 5 A part which forms a group of wide bundled yarns 6 A place where there is no glass long fiber yarn
フロントページの続き (72)発明者 東 忠孝 東京都港区芝大門2丁目12番9号 ユニチ カグラスファイバー株式会社東京支社内 (72)発明者 新保 亮輔 東京都港区芝大門2丁目12番9号 ユニチ カグラスファイバー株式会社東京支社内Continued on the front page. (72) Inventor Tadataka Higashi 2-12-9 Shibadaimon, Minato-ku, Tokyo Uniti Kagurasufibre Co., Ltd. Tokyo branch office (72) Inventor Ryosuke Shinbo 2-12-9 Shibadaimon, Minato-ku Tokyo Kagurasu Fiber Co., Ltd. Tokyo office
Claims (1)
方向に配列された複数のガラス長繊維糸とで織成されて
いる織物であって、前者のガラス長繊維糸は複数本ずつ
近接して配置されて絡み糸で絡み織り状に集束された広
幅状集束糸群をなした個所と前記ガラス長繊維糸が存在
しない個所とが交互に形成されるように配列されてお
り、後者のガラス長繊維糸は間隔をおいて配列されてい
ることを特徴とする土木用補強シート。1. A woven fabric comprising a plurality of long glass fiber threads and a plurality of long glass fiber threads arranged in a direction perpendicular to the plurality of long glass fiber threads. Are arranged in such a manner that the portions forming the wide-width bundled yarn group, which are bundled in a woven shape with the entangled yarn, and the portions where the glass filament fibers are not present are alternately formed, and the latter glass A reinforcing sheet for civil engineering, wherein long fiber yarns are arranged at intervals.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05124998A JP4057131B2 (en) | 1998-02-18 | 1998-02-18 | Civil engineering reinforcement sheet |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05124998A JP4057131B2 (en) | 1998-02-18 | 1998-02-18 | Civil engineering reinforcement sheet |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11229353A true JPH11229353A (en) | 1999-08-24 |
JP4057131B2 JP4057131B2 (en) | 2008-03-05 |
Family
ID=12881686
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP05124998A Expired - Fee Related JP4057131B2 (en) | 1998-02-18 | 1998-02-18 | Civil engineering reinforcement sheet |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4057131B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010189810A (en) * | 2009-02-19 | 2010-09-02 | Kuraray Fastening Co Ltd | Selvage fray preventing woven fabric |
KR101028616B1 (en) | 2010-10-11 | 2011-04-08 | 정종근 | A protection net for slope |
JP2012001932A (en) * | 2010-06-15 | 2012-01-05 | Nippon Kaijo Koji Kk | Internal reinforcement member for asphalt mixture or molded article thereof |
JP2016204792A (en) * | 2015-04-27 | 2016-12-08 | 株式会社オルセン | Ladder-like fabric |
JP2018131897A (en) * | 2018-03-27 | 2018-08-23 | 株式会社オルセン | Fastening tool using ladder-like textile and set-up method of tent using fastening tool |
-
1998
- 1998-02-18 JP JP05124998A patent/JP4057131B2/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010189810A (en) * | 2009-02-19 | 2010-09-02 | Kuraray Fastening Co Ltd | Selvage fray preventing woven fabric |
JP2012001932A (en) * | 2010-06-15 | 2012-01-05 | Nippon Kaijo Koji Kk | Internal reinforcement member for asphalt mixture or molded article thereof |
KR101028616B1 (en) | 2010-10-11 | 2011-04-08 | 정종근 | A protection net for slope |
JP2016204792A (en) * | 2015-04-27 | 2016-12-08 | 株式会社オルセン | Ladder-like fabric |
JP2018131897A (en) * | 2018-03-27 | 2018-08-23 | 株式会社オルセン | Fastening tool using ladder-like textile and set-up method of tent using fastening tool |
Also Published As
Publication number | Publication date |
---|---|
JP4057131B2 (en) | 2008-03-05 |
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