JPS5841372B2 - Water-absorbing fiber bundle for civil engineering work - Google Patents
Water-absorbing fiber bundle for civil engineering workInfo
- Publication number
- JPS5841372B2 JPS5841372B2 JP50104582A JP10458275A JPS5841372B2 JP S5841372 B2 JPS5841372 B2 JP S5841372B2 JP 50104582 A JP50104582 A JP 50104582A JP 10458275 A JP10458275 A JP 10458275A JP S5841372 B2 JPS5841372 B2 JP S5841372B2
- Authority
- JP
- Japan
- Prior art keywords
- fiber bundle
- water
- melting point
- soft ground
- point component
- 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
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Retaining Walls (AREA)
- Ropes Or Cables (AREA)
Description
【発明の詳細な説明】
本発明は、土木工事特に水抜き工事、流出防止、軟弱地
盤の改良等に用いて有効な繊維束に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a fiber bundle that is effective for use in civil engineering work, particularly water drainage work, runoff prevention, and improvement of soft ground.
近時、土木工事において軟弱地盤の改良にマット或はシ
ートが用いられている。Recently, mats or sheets have been used in civil engineering work to improve soft ground.
即ち、軟弱地盤の上に一面に展張された繊維シート上に
良質の土を投入し、軟弱地盤の表面とまき出し土との間
にシートを介在させることによって軟弱地盤上への集中
的な盛土荷重をシートの引張り張力を利用して均等な分
散荷重に変え、或は、シートと原地盤との境界面に生ず
る大きな摩擦抵抗力により軟弱地盤の破壊、流動、隆起
を防ぎ盛土のひろがり沈下を防止することが行なわれた
。In other words, high-quality soil is poured onto a fiber sheet spread over the soft ground, and the sheet is interposed between the surface of the soft ground and the exposed soil, thereby achieving intensive embankment on the soft ground. The load is transformed into an evenly distributed load using the tensile force of the sheet, or the large frictional resistance generated at the interface between the sheet and the original ground prevents the destruction, flow, and uplift of the soft ground, and prevents the expansion and subsidence of the embankment. Something was done to prevent it.
しかし、シートを使用する場合盛土を支える点では有効
かも知れないがシートでは盛土を支えると同時に水抜を
行なうことはできなかった。However, although the use of sheets may be effective in supporting the embankment, it has not been possible to simultaneously support the embankment and drain water.
或は、築堤などにおいて、増水した河川が減水するとき
に増水時に築堤に含浸した水が築堤の土砂と共に河川に
流出して築堤を弱めることがある。Alternatively, in an embankment, when a river that has swollen water decreases, the water that impregnated the embankment during the rising water may flow into the river together with the earth and sand of the embankment, weakening the embankment.
そこで、築堤の表層下にマット状の耐蝕性物質を埋設す
ることが行なわれている。Therefore, a mat-like corrosion-resistant material is buried under the surface layer of the embankment.
しかし、これも取水性の点で十分なものではない。However, this is also not sufficient in terms of water intake.
更に、前記のシートなどを用いて軟弱地盤の水抜を行な
うことはできなかった。Furthermore, it has not been possible to drain water from soft ground using the above-mentioned sheet or the like.
本発明繊維束は、軟弱地盤等に打ち込み、或は埋設し水
抜を行なうと共に、従前のシート状物或はマット状物に
替えて用いることができ、しかも従前のシート状物など
に比較して強度、耐久性、取水性に秀れた効果を有する
ものである。The fiber bundle of the present invention can be driven into soft ground or buried to drain water, and can also be used in place of conventional sheet-like or mat-like materials, and is more compact than conventional sheet-like materials. It has excellent strength, durability, and water intake.
本発明繊維束は次のようにして作られる。The fiber bundle of the present invention is made as follows.
低融点成分1と高融点成分2とを複合紡糸してフィラメ
ント3を作る。A filament 3 is made by composite spinning a low melting point component 1 and a high melting point component 2.
該フィラメント3は低融点成分と高融点成分とがバイメ
タル式に結合したサイドバイサイドタイプでも、或は低
融点成分が鞘構造をなし高融点成分が芯構造であるシー
ズコアタイプでもどちらでも良い。The filament 3 may be a side-by-side type in which a low melting point component and a high melting point component are combined in a bimetallic manner, or a sheathed core type in which the low melting point component has a sheath structure and the high melting point component has a core structure.
低融点成分1と高融点成分2との例として、低圧法ポリ
エチレンと結晶性ポリプロピレン、ポリエチレンイソフ
タレート/テレフタレート共重合物とポリエチレンフタ
レート、ナイロン6/66/6−10の共重合物とナイ
ロン6、ポリエチレンテレフタレート/ポリエチレンア
ジペート共重合物とポリエチレンテレフタレートなどが
ある。Examples of the low melting point component 1 and the high melting point component 2 include low pressure polyethylene and crystalline polypropylene, polyethylene isophthalate/terephthalate copolymer and polyethylene phthalate, nylon 6/66/6-10 copolymer and nylon 6, Examples include polyethylene terephthalate/polyethylene adipate copolymer and polyethylene terephthalate.
これらの紡糸されたフィラメント3は各紡糸口ごとに集
束し、トウ4とし、必要に応じて捲縮処理される。These spun filaments 3 are bundled at each spinneret to form a tow 4, and are crimped if necessary.
その後、トウ4を適宜数集合し集合体5とし1対のロー
ラー6.7よりなるフィードローラー8により集束装置
9に送られる。Thereafter, an appropriate number of tows 4 are collected to form an aggregate 5, which is sent to a collection device 9 by a feed roller 8 consisting of a pair of rollers 6.7.
この間集合体5は、周面に鋸歯状歯或は針を植えた回転
筒体よりなるコーミング装置10により集合体5内にお
いて斑がないように精梳すると共に、後々、集合体5の
構成単位である各トウに分裂が生じなつよう、各隣接す
るトウのフィラメントを互に入り混らせる。During this time, the aggregate 5 is carefully combed using a combing device 10 consisting of a rotary cylinder with serrations or needles on its circumferential surface so that there is no unevenness within the aggregate. The filaments of each adjacent tow are intermixed so that no splitting occurs in each tow.
コーミング装置を通過した集合体5は集束装置9のトラ
ンペット11によって円柱状に集束され繊維束12とな
る。The aggregate 5 that has passed through the combing device is focused into a cylindrical shape by a trumpet 11 of a focusing device 9 to form a fiber bundle 12.
トランペット11はその基部をヒーター13により囲わ
れている。The base of the trumpet 11 is surrounded by a heater 13.
ヒーター13はフィラメント3の低融点成分1は溶融す
ることができるが、高融点成分は溶融しない温度とする
。The temperature of the heater 13 is such that the low melting point component 1 of the filament 3 can be melted, but the high melting point component cannot be melted.
そして、集合体を、それが集束装置9を通過する間に集
合体5の外周に位置するフィラメント3の低融点成分1
が溶融される。Then, while the aggregate passes through the focusing device 9, the low melting point component 1 of the filament 3 located on the outer periphery of the aggregate 5
is melted.
そのため隣接す、るフィラメント3,3の溶融された一
部低融点成分1,1は互に溶着し合い、第5図に示すよ
うに、低融点成分が互に接合し合い、一部未溶着のフィ
ラメント同志が微細な間隙を有している環状の層を繊維
束12の外周に鞘状に構成し、鞘構造部14となる。Therefore, some of the melted low melting point components 1, 1 of the adjacent filaments 3, 3 are welded to each other, and as shown in FIG. An annular layer in which the filaments have minute gaps between them is formed into a sheath around the outer periphery of the fiber bundle 12, forming a sheath structure 14.
そして、鞘構造部14の内部は互に溶着していないフィ
ラメント3,3よりなる芯構造部15となる。The inside of the sheath structure 14 becomes a core structure 15 made up of filaments 3, 3 which are not welded to each other.
次いで、繊維束12は冷却した流体により充たされた箱
形の冷却装置16によって低融点成分1が固化される。Next, the low melting point component 1 of the fiber bundle 12 is solidified by a box-shaped cooling device 16 filled with a cooled fluid.
このため繊維束12は、隣接するフィラメント3,3が
互に溶着し合ってはいるが、その溶着は繊維束全面には
生ぜず成る程度フィラメント間隙を有した外周面となり
、繊維束を棒状に保形しているが、外周面の鞘構造部1
4から内部の芯構造部15に向う連続した間隙は有して
いる。Therefore, in the fiber bundle 12, although the adjacent filaments 3, 3 are welded to each other, the welding does not occur over the entire surface of the fiber bundle, and the outer circumferential surface has gaps between the filaments, and the fiber bundle is shaped like a rod. Although it retains its shape, the sheath structure part 1 on the outer peripheral surface
4 toward the inner core structure 15.
次に繊維束12はカッター17によって適宜長さに切断
される。Next, the fiber bundle 12 is cut into an appropriate length by a cutter 17.
本発明繊維束は上記のように作られるが、次にその使用
態様につき説明する。The fiber bundle of the present invention is produced as described above, and the manner in which it is used will be explained next.
本発明繊維束は1木兄適宜間隔を有して使用する場合、
或は第6図に示すごとく繊維束12を引き揃え隣接する
繊維束同志を適宜間隔ごとに接着或は溶着等適宜手段で
一体化し、網状体18として使用する場合、更には第7
図に示すごとく、複数本を適宜中に並列して引き揃え、
それらを適宜手段によって一体に連続し、マット状体1
9として使用する場合等、適宜の形態で使用する。When the fiber bundle of the present invention is used with appropriate intervals of one tree,
Alternatively, as shown in FIG. 6, when the fiber bundles 12 are aligned and adjacent fiber bundles are integrated at appropriate intervals by appropriate means such as gluing or welding, and used as the net-like body 18, furthermore, as shown in FIG.
As shown in the figure, several pieces are lined up in parallel as appropriate,
The mat-like body 1
When used as 9, etc., it is used in an appropriate form.
本発明繊維束12を軟弱地盤の水抜に使用する場合は、
第9図に示すごとく、軟弱地盤20内に本発明繊維束1
2を適宜間隔に1木兄打ち込む。When using the fiber bundle 12 of the present invention for draining water from soft ground,
As shown in FIG. 9, the fiber bundle 1 of the present invention is placed in soft ground 20.
Type 2 into one tree at appropriate intervals.
繊維束の長さは地盤20の深さにより適宜決定する。The length of the fiber bundle is appropriately determined depending on the depth of the ground 20.
軟弱地盤に打ち込まれた繊維束1,2は、鞘構造部14
の外周面に存在する未溶着のフィラメント同志の微細な
間隙から鞘構造部15内に、軟弱地盤20内の水分を浸
透させ、同水分は、引き続き芯構造部15内のフィラメ
ント間隙に浸透し、内部15の毛細管現象によってフィ
ラメント間隙に存在する水分は芯構造部15内を上昇し
、繊維束12上端部から地盤外に放散される。The fiber bundles 1 and 2 driven into the soft ground are connected to the sheath structure 14
Moisture in the soft ground 20 is allowed to penetrate into the sheath structure 15 through minute gaps between unwelded filaments existing on the outer peripheral surface of the core structure 15, and the moisture continues to penetrate into the filament gaps in the core structure 15. Moisture existing in the filament gaps rises within the core structure 15 due to capillary action in the interior 15 and is dissipated from the upper end of the fiber bundle 12 to the outside of the ground.
本発明繊維束12を築堤などに使用する場合には第10
図に示すように、繊維束12を築堤21の表層下の一定
深さに上下方向に埋設する。When the fiber bundle 12 of the present invention is used for embankments, etc., the 10th
As shown in the figure, the fiber bundle 12 is buried vertically at a constant depth below the surface layer of the embankment 21.
繊維束12は複数本を、互に平行に適宜間隔を置き、或
は密接して置いて埋設しても良いし、更に、網状体18
、マット状体19として埋設しても良い。A plurality of fiber bundles 12 may be buried in parallel with each other at appropriate intervals or in close proximity to each other.
, it may be buried as a mat-like body 19.
このように繊維束12を築堤21の表層下に埋設するこ
とによって、減水時に築堤21中に含まれる水分は前記
使用例と同様に、繊維束12の鞘構造部14内に浸透し
、芯構造部15を経て築堤21外に逃がすことができ、
更には増水、減水の反復による水の移動に伴って生ずる
土砂の流出を繊維束により押さえることができる。By burying the fiber bundle 12 under the surface layer of the embankment 21 in this way, the water contained in the embankment 21 when the water level decreases will penetrate into the sheath structure 14 of the fiber bundle 12, as in the above usage example, and the core structure It can be released outside embankment 21 through section 15,
Furthermore, the fiber bundles can suppress the outflow of earth and sand that occurs due to the movement of water due to repeated increases and decreases in water.
本発明繊維束の他の使用例として、軟弱地盤20に土盛
をする際のシートに替えて使用する場合もある。As another example of the use of the fiber bundle of the present invention, it may be used in place of a sheet when embanking soft ground 20.
本発明繊維束12をシートに替えて使用する場合は多数
の繊維束を、方向を揃えて密接させ、或はマット状体1
9とし、該マット状体19を第11図に示すごとく軟弱
地盤20の上に敷き、その上にまき出し土22を投入す
る。When the fiber bundle 12 of the present invention is used instead of a sheet, a large number of fiber bundles are aligned in the same direction and brought close together, or the mat-like body 1
9, the mat-like body 19 is laid on soft ground 20 as shown in FIG. 11, and soil 22 is poured onto it.
このようにすれば、繊維束12或はマット状体19と軟
弱地盤20の表面との摩擦により、まき出し土22は軟
弱地盤20の中に没入することなく、更に、軟弱地盤2
0中の水分はマット19の繊維束12中に、前記使用例
と同様に吸引され、最終的にはマットの両端より地表に
放散される。In this way, due to the friction between the fiber bundles 12 or the mat-like body 19 and the surface of the soft ground 20, the soil 22 will not sink into the soft ground 20, and furthermore, the soil 22 will not sink into the soft ground 20.
The moisture in the fiber bundle 12 of the mat 19 is sucked into the fiber bundle 12 of the mat 19 in the same manner as in the above usage example, and is finally radiated to the ground surface from both ends of the mat.
本発明繊維束は上記のように軟弱地盤に打ち込むことに
より軟弱地盤中の水分を毛細管現象により吸引し、有効
に放散するため軟弱地盤の水抜手段に用いて効果を有し
、又、築堤の法面下に埋設することにより水抜と同時に
洗上防止効果も発揮させることができる。When the fiber bundle of the present invention is driven into soft ground as described above, it absorbs moisture in the soft ground by capillary action and effectively dissipates it, so it is effective when used as a means of draining water from soft ground, and can also be used as a method for embankment. By burying it under the surface, it can drain water and at the same time have the effect of preventing surface washing.
更に軟弱地盤の表面を、本発明繊維束をマット状に連続
したものによりカバーし、その上面にまき出し土を投入
すれば水抜作用を行なうと同時に軟弱地盤の安定化を行
なうことができる。Furthermore, if the surface of the soft ground is covered with a mat-like continuous fiber bundle of the present invention and soil is poured onto the top surface, the soft ground can be stabilized while draining water.
第1図、第2図は本発明繊維束を構成するフイラメント
の断面図、第3図は本発明繊維束を製造する装置の概略
側面図、第4図は同平面図、第5図は繊維束の断面図、
第6図は繊維束を網目状に接合した状態の平面図、第7
図は同じく平板のマット状に接合した状態の平面図、第
8図は第5図■−■線の断面図、第9図は繊維束を軟弱
地盤に打ち込んだ状態の断面図、第10図は繊維束を築
堤に使用した状態の断面図、第11図は軟弱地盤へまき
出し土を投入する際に繊維束を使用した状態の断面図で
ある。
1・・・・・・低融点成分、2・・・・・・高融点成分
、3・・・・・・フィラメント、5・・・・・・集合体
、12・・・・・・繊維束、14・・・・・・鞘構造部
、15・・・・・・芯構造部。1 and 2 are cross-sectional views of filaments constituting the fiber bundle of the present invention, FIG. 3 is a schematic side view of an apparatus for producing the fiber bundle of the present invention, FIG. 4 is a plan view of the same, and FIG. cross-section of the bundle,
Figure 6 is a plan view of fiber bundles joined in a mesh pattern, Figure 7
The figure is a plan view of flat plates joined into a mat shape, Figure 8 is a cross-sectional view taken along line ■-■ in Figure 5, Figure 9 is a cross-sectional view of fiber bundles driven into soft ground, and Figure 10. 11 is a cross-sectional view of the fiber bundle used in an embankment, and FIG. 11 is a cross-sectional view of the fiber bundle used when discharging soil into soft ground. DESCRIPTION OF SYMBOLS 1...Low melting point component, 2...High melting point component, 3...Filament, 5...Aggregation, 12...Fiber bundle , 14... Sheath structure part, 15... Core structure part.
Claims (1)
ラメントを集束してなる集合体の外周面に、前記フィラ
メントの低融点成分同志が溶着し合った部分と、未溶着
の状態でフィラメント間に間隙を有する部分とが混在し
た鞘構造部を、環状に構成したことを特徴とする土木工
事用吸水繊維束。1. On the outer peripheral surface of an aggregate formed by bundling filaments obtained by composite spinning of a low melting point component and a high melting point component, a portion where the low melting point components of the filament are welded together, and a filament in an unwelded state 1. A water-absorbing fiber bundle for civil engineering work, characterized in that a sheath structure part is formed into an annular shape, including parts with gaps between them.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP50104582A JPS5841372B2 (en) | 1975-08-29 | 1975-08-29 | Water-absorbing fiber bundle for civil engineering work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP50104582A JPS5841372B2 (en) | 1975-08-29 | 1975-08-29 | Water-absorbing fiber bundle for civil engineering work |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5227854A JPS5227854A (en) | 1977-03-02 |
| JPS5841372B2 true JPS5841372B2 (en) | 1983-09-12 |
Family
ID=14384417
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP50104582A Expired JPS5841372B2 (en) | 1975-08-29 | 1975-08-29 | Water-absorbing fiber bundle for civil engineering work |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5841372B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6313875U (en) * | 1986-07-04 | 1988-01-29 |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60152715A (en) * | 1984-01-20 | 1985-08-12 | Mitsui Petrochem Ind Ltd | Fiber filament aggregate and manufacture thereof |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4924173A (en) * | 1972-06-24 | 1974-03-04 |
-
1975
- 1975-08-29 JP JP50104582A patent/JPS5841372B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6313875U (en) * | 1986-07-04 | 1988-01-29 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5227854A (en) | 1977-03-02 |
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