JPH04119827U - Drainage material for civil engineering - Google Patents
Drainage material for civil engineeringInfo
- Publication number
- JPH04119827U JPH04119827U JP4236691U JP4236691U JPH04119827U JP H04119827 U JPH04119827 U JP H04119827U JP 4236691 U JP4236691 U JP 4236691U JP 4236691 U JP4236691 U JP 4236691U JP H04119827 U JPH04119827 U JP H04119827U
- Authority
- JP
- Japan
- Prior art keywords
- net
- base
- core material
- drainage
- density
- 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
- 239000000463 material Substances 0.000 title claims abstract description 38
- 239000004745 nonwoven fabric Substances 0.000 claims abstract description 31
- 239000011162 core material Substances 0.000 claims abstract description 24
- 229920001059 synthetic polymer Polymers 0.000 claims abstract description 16
- 239000000835 fiber Substances 0.000 claims description 5
- 239000011800 void material Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 13
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 239000004576 sand Substances 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 230000001788 irregular Effects 0.000 abstract description 2
- 239000002994 raw material Substances 0.000 description 11
- 239000002689 soil Substances 0.000 description 9
- 238000005520 cutting process Methods 0.000 description 6
- -1 polypropylene Polymers 0.000 description 6
- 238000009987 spinning Methods 0.000 description 5
- 239000004743 Polypropylene Substances 0.000 description 4
- 229920001155 polypropylene Polymers 0.000 description 4
- 229920001169 thermoplastic Polymers 0.000 description 3
- 239000004416 thermosoftening plastic Substances 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- BBEAQIROQSPTKN-UHFFFAOYSA-N pyrene Chemical compound C1=CC=C2C=CC3=CC=CC4=CC=C1C2=C43 BBEAQIROQSPTKN-UHFFFAOYSA-N 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- 239000004952 Polyamide Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- GVEPBJHOBDJJJI-UHFFFAOYSA-N fluoranthrene Natural products C1=CC(C2=CC=CC=C22)=C3C2=CC=CC3=C1 GVEPBJHOBDJJJI-UHFFFAOYSA-N 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 230000005923 long-lasting effect Effects 0.000 description 1
- 238000002074 melt spinning Methods 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 229920002647 polyamide Polymers 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
(57)【要約】
【目的】 薄型長尺排水材の両端縁部からの土砂の侵入
を防止する。
【構成】 直径0.5〜1.5mmの多数の合成重合体連
続線条(5) の不規則な網状の芯材によって通水路となる
空隙率の大きい網状ベース(1) を形成するとともにこの
網状ベース(1) の両端部を網状ベース(1) よりも空隙率
の小さい高密度となして表裏面に通水性の不織布シート
(3)(4)を貼り合わせ、排水材(6) の網状芯材の両端縁部
を高密度部(2)(2)で構成して土砂の侵入を防止した。
【効果】 製造コストが安い。また耐圧性を有し、側面
からの土砂の侵入が防止されるから長期間に亘り優れた
排水機能を持続する。
(57) [Summary] [Purpose] To prevent the intrusion of earth and sand from both ends of thin long drainage materials. [Structure] A mesh base (1) with a large porosity that serves as a water passage is formed by an irregular network core material of many continuous synthetic polymer filaments (5) with a diameter of 0.5 to 1.5 mm. Both ends of the net-like base (1) are made of high-density material with a lower porosity than the net-like base (1), and water-permeable nonwoven fabric sheets are placed on the front and back surfaces.
(3) and (4) were pasted together, and both edges of the net-like core material of the drainage material (6) were made up of high-density parts (2) and (2) to prevent the intrusion of earth and sand. [Effect] Manufacturing cost is low. It also has pressure resistance and prevents dirt from entering from the sides, so it maintains its excellent drainage function over a long period of time.
Description
【0001】0001
本考案は、土木工事用の排水材、詳しくは造成地やグランドの排水用として好 適なシート状の土木用排水材に関するものである。 This invention is suitable as a drainage material for civil engineering works, specifically for drainage of developed land and grounds. This invention relates to a suitable sheet-shaped drainage material for civil engineering.
【0002】0002
土木分野において例えば新しく土地を造成するに際しては、降雨、圧密水、湧 水などの土中に含まれている水分をいかに排除するかは、円弧滑りに代表される 地滑りを防止するうえにおいて極めて重要視されている。 このような用途に適用されるシート状の排水材としては、不織布が汎用され、 殊に目付が200〜500g/m2のニードルパンチングを施した不織布が好んで用 いられている。ところが不織布シートは、土圧により凝縮されて透水性が低下す るという難点があり、近年においては、例えば特開昭59−141620号公報 あるいは特開昭60−10012号公報に見られるように積極的に通水路が形成 された排水材が注目されるに至っている。In the field of civil engineering, for example, when creating new land, how to remove moisture contained in the soil such as rainfall, compacted water, and spring water is extremely important in preventing landslides such as arcuate slides. being watched. Nonwoven fabrics are commonly used as sheet-like drainage materials for such uses, and needle-punched nonwoven fabrics with a basis weight of 200 to 500 g/m 2 are particularly preferred. However, nonwoven fabric sheets have the disadvantage of being condensed due to earth pressure, resulting in a decrease in water permeability. Drainage materials with water channels formed in them are now attracting attention.
【0003】0003
しかしながら上記特開昭59−141620号公報、特開昭60−10012 号公報に記載されているような排水材は、耐久性並びに機能の持続性に優れた理 想的なシート状の排水材として高く評価できるが、反面において材料費や製作コ ストが嵩み、造成工事費が著しく高くなることが避けられず、業界においては排 水機能の持続性に優れた安価な排水材が強く要望されている。 However, the above-mentioned JP-A-59-141620 and JP-A-60-10012 The drainage material described in the publication is a material with excellent durability and long-lasting functionality. Although it can be highly praised as an imaginative sheet-like drainage material, on the other hand, the material cost and production cost are low. It is inevitable that strikes will increase and construction costs will rise significantly, and the industry will There is a strong demand for inexpensive drainage materials with excellent sustainability of water function.
【0004】 この要望に対応すべく本考案者らは実開昭63−95737号公報に見られる ように、見掛けの厚さが10mm以下の網状芯材の両面に通水性不織布を貼り合わ せてなる排水材を提供したが、この排水材は耐久性に優れてはいるが網状芯材の 両端部の空隙率が大きいことから、端縁から土砂が侵入しやすく、土砂の侵入に より通水幅が狭くなるという難点を有している。 本考案は、上記難点が改善された安価な土木用排水材を提供することを目的と しているものである。0004 In order to meet this demand, the inventors of the present invention found in Japanese Utility Model Application No. 63-95737. As shown in the figure, water-permeable nonwoven fabric is pasted on both sides of a mesh core material with an apparent thickness of 10 mm or less. Although this drainage material has excellent durability, it has a mesh core material. Because the porosity of both ends is large, it is easy for earth and sand to enter from the edges; It has the disadvantage that the water flow width becomes narrower. The purpose of this invention is to provide an inexpensive drainage material for civil engineering that has improved the above-mentioned difficulties. This is what we are doing.
【0005】[0005]
本考案は、上記実開昭63−95737号公報に記載されているような通水路 を形成する芯材の表裏に通水性のシートが貼り合わされてなるシートタイプの土 木用排水材の芯材の両端部を高密度化することによって上記難点を改善した。 The present invention is based on a water passageway as described in the above-mentioned Japanese Utility Model Publication No. 63-95737. Sheet-type soil made by pasting water-permeable sheets on the front and back sides of the core material that forms the soil. The above-mentioned drawbacks were improved by increasing the density of both ends of the core material of the wooden drainage material.
【0006】 即ち本考案の土木用排水材は、直径0.5〜1.5mmの多数の合成重合体連続 線条の各々が不規則に屈曲し、相互に交差しながら長手方向に延びかつそれぞれ の交差点において接着されてなる空隙率の大きい網状ベースと、該網状ベースの 両端部に形成され該網状ベースより空隙率を小さくして多数の合成重合体連続線 条の高密度部とによって長尺の網状芯材が形成され、この網状芯材の表裏に薄い 通水性不織布シートが貼り合わされていることを特徴としているものである。[0006] That is, the drainage material for civil engineering of the present invention consists of a large number of continuous synthetic polymers with a diameter of 0.5 to 1.5 mm. Each of the filaments is irregularly bent, extends in the longitudinal direction while intersecting each other, and each A net-like base with a high porosity bonded at the intersection of the A large number of continuous synthetic polymer wires are formed at both ends and have a smaller porosity than the network base. A long net-like core material is formed by the high-density part of the strips, and a thin It is characterized by having water-permeable nonwoven fabric sheets bonded together.
【0007】 このような排水材は、溶融紡糸機から押出された直径0.5〜1.5mmの多数 の合成重合体連続線条の各々が不規則に屈曲し、相互に交差しながら長手方向に 延びかつそれぞれの交差点において接着されてなる空隙率の大きい網状ベースと 、該網状ベースの幅方向に間隔をおいて平行に該網状ベースより空隙率の小さく して多数の合成重合体連続線条が配された細幅な高密度部とによって形成された 広幅な網状芯材の表裏に、1平方米当たりの目付が20〜200g/m2、1立方糎 当たりの繊維密度が0.03〜0.08gの薄い通水性不織布シートを貼り合わ してなる原素材を作り、高密度部のライン上を裁断することによって容易に得る ことができる。[0007] Such a drainage material is made of a large number of continuous synthetic polymer filaments extruded from a melt spinning machine, each having a diameter of 0.5 to 1.5 mm, each irregularly bent and intersecting with each other in the longitudinal direction. a net-like base with a high porosity and bonded at each intersection, and a large number of continuous filaments of synthetic polymer having a smaller porosity than the net-like base and spaced apart in the width direction of the net-like base in parallel. On the front and back sides of a wide net-like core material formed by a narrow high-density part where It can be easily obtained by making a raw material by laminating 0.08 g of thin water-permeable nonwoven fabric sheets and cutting it along the line of the high-density part.
【0008】 上記網状芯材を構成する合成重合体としては、ポリプロピレン、ポリアミド、 ポリエチレン等の熱可塑性合成重合体の単独溶融物または2種以上の複合溶融物 が適用できるが、製造コストの面を考慮した場合には比較的融点の低いポリプロ ピレン、ポリエチレンが好都合である。また網状ベースの空隙率は、80〜95 %、見掛けの厚さは、10mm以下、好ましくは3〜7mm程度が可撓性並びに耐圧 性の点において有利であり、見掛けの厚さが10mmより大きくなると土圧により 圧縮変形し易いばかりでなく剛性が大きくなってロール状の巻き取りが困難とな る。[0008] Synthetic polymers constituting the above-mentioned reticulated core material include polypropylene, polyamide, Single melt or composite melt of two or more thermoplastic synthetic polymers such as polyethylene However, considering the manufacturing cost, polypropylene with a relatively low melting point can be used. Pyrene and polyethylene are convenient. In addition, the porosity of the network base is 80 to 95. %, the apparent thickness is 10 mm or less, preferably about 3 to 7 mm, for flexibility and pressure resistance. It is advantageous in terms of durability, and if the apparent thickness is greater than 10 mm, it will be damaged by earth pressure. Not only is it easy to compress and deform, but its rigidity also increases, making it difficult to wind it into a roll. Ru.
【0009】 また製造時において上記網状ベースに間隔をおいて平行に配される高密度部は 、空隙率が20〜85%、好ましくは30〜75%程度が可撓性の点で有利であ る。20%未満では剛性が大きくなり、ロール状の巻き取りが困難となり、75 %より大きくなるとシール状態が悪くなる。また高密度部の幅は10〜30mm、 好ましくは15〜25mmがである。10mm未満では高密度部の中央線に添って長 手方向に裁断した場合、高密度部幅が小さくなってシール性が低下する。30mm より大きくなると剛性が大きくなり、ロール状の巻き取りが困難となる。[0009] In addition, during manufacturing, the high-density parts arranged parallel to the above net-like base at intervals are A porosity of 20 to 85%, preferably 30 to 75% is advantageous in terms of flexibility. Ru. If it is less than 20%, the rigidity becomes large and it becomes difficult to wind it into a roll. If it is larger than %, the sealing condition will deteriorate. In addition, the width of the high-density part is 10 to 30 mm, Preferably it is 15 to 25 mm. If it is less than 10mm, it will be long along the center line of the high density area. If the material is cut in the hand direction, the width of the high-density portion becomes smaller and the sealing performance deteriorates. 30mm The larger the size, the greater the rigidity and the difficulty in winding it up into a roll.
【0010】 網状芯材の表裏に貼り合わせる通水性の不織布シートとしては、熱可塑性繊維 を含んだ不織布シート、とりわけ目付が30〜150g/m2程度の熱可塑性繊維を 含んだ薄い不織布シートが好適である。そして上記合成重合体連続線条によって 網状ベースと高密度部が形成された網状芯材と該不織布シートとは、網状ベース の一部および高密度部において貼り合わされていて、不織布シート間の網状ベー スによって有効な通水空隙が形成されている。[0010] As the water-permeable nonwoven fabric sheet to be attached to the front and back sides of the reticulated core material, a nonwoven fabric sheet containing thermoplastic fibers, particularly a thin nonwoven fabric sheet containing thermoplastic fibers with a basis weight of about 30 to 150 g/m 2 is suitable. It is. The net-like core material in which a net-like base and a high-density portion are formed by the continuous filaments of the synthetic polymer and the nonwoven fabric sheet are bonded together at a part of the net-like base and the high-density portion, and the net-like core material between the nonwoven fabric sheets An effective water passage gap is formed by this.
【0011】[0011]
本考案の排水材を土壌中に敷設すると、網状ベースは不織布シート間に長さ方 向の空隙形成作用をなし、表裏の不織布シートは土壌中の水分を網状ベースによ って形成された空隙に導き入れてこの空隙を通って一方から他方に流動させ、土 壌中の水分を連続的に排出する。また高密度部は、排水材のシートの切断端縁か らの土砂の流入による排水機能の低下を防ぎ、有効な排水機能を確保する。 そして網状芯材の耐圧力が通水空隙を長期に亙って確保し、また不織布シートは 通水空隙への土砂の流入を阻止しながら水を通水空隙に向かって流入させる。 When the drainage material of this invention is laid in the soil, the net-like base is formed between the non-woven sheets in a longitudinal direction. The non-woven fabric sheets on the front and back absorb moisture in the soil using a net-like base. The soil is introduced into the voids formed by the Continuously drains moisture from the soil. Also, the high-density area is located at the cut edge of the sheet of drainage material. This prevents the deterioration of drainage function due to the inflow of soil and sand, and ensures effective drainage function. The pressure resistance of the reticulated core material ensures water-permeable voids for a long time, and the non-woven fabric sheet Water is allowed to flow toward the water passage gap while preventing sediment from flowing into the water passage gap.
【0012】0012
図1は本考案の排水材の1部破断斜視図そして図2は幅方向の断面図を示して いる。図において、(1) は網状ベース、(2) は高密度部、(3)(4)は表裏の不織布 シートである。網状ベース(1) は、直径約1mmの多数の合成重合体連続線条(5) がそれぞれ不規則に屈曲し、相互に交差し、それぞれの交差点において接着され て長手方向に延びる空隙率89%、見掛けの厚さが5mmの網状物で形成され、高 密度部(2) は網状ベース(1) の両端部分に上記合成重合体連続線条(5) により該 網状ベース(1) と一体的な空隙率72.5%の網状部によって形成され、見掛け の幅は約1cmであり、この高密度部(2) と上記網状ベース(1) とによって幅約1 0cmの長尺の網状芯材となっていて、この網状芯材の表裏に目付が100g/m2( 繊維密度が0.05g/cm3 )、見掛けの厚さが2mmのポリエステルスパンボンド の通水性不織布シート(3)(4)が貼り合わされて排水材(6) が構成されている。FIG. 1 shows a partially cutaway perspective view of the drainage material of the present invention, and FIG. 2 shows a cross-sectional view in the width direction. In the figure, (1) is the net-like base, (2) is the high-density part, and (3) and (4) are the front and back nonwoven fabric sheets. The net-like base (1) has a porosity of 89%, in which a large number of continuous synthetic polymer filaments (5) each having a diameter of approximately 1 mm are irregularly bent, intersect with each other, and are bonded at each intersection point to extend in the longitudinal direction. , is formed of a net-like material with an apparent thickness of 5 mm, and the high-density part (2) is integrally formed with the net-like base (1) by the synthetic polymer continuous filaments (5) at both ends of the net-like base (1). It is formed by a net-like part with a porosity of 72.5%, and has an apparent width of about 1 cm, and this high-density part (2) and the above-mentioned net-like base (1) form a long mesh core material with a width of about 10 cm. On the front and back sides of this reticulated core material are polyester spunbond water-permeable nonwoven fabric sheets (3) (4) with a basis weight of 100 g/m 2 (fiber density 0.05 g/cm 3 ) and an apparent thickness of 2 mm. ) are pasted together to form the drainage material (6).
【0013】 図3は上記排水材(6) の原素材の1部破断斜視図を示している。即ち直径約1 mmのポリプロピレン連続線条(5) の多数のそれぞれが不規則に屈曲し、相互に交 差しながら長手方向に延び、かつそれぞれの交差点において接着されて形成され た空隙率が89%の広幅(実施例においては100cm幅)の網状ベース(1) の 幅方向に、約10cm間隔をおいて平行に約2cm幅でもって高密度部(2) を設けて 網状芯材となし、この網状芯材の表裏に上記不織布シート(3)(4)を貼り合わせて 構成されている。図4はこの原素材(7) の断面図である。この原素材(7) を不織 布シート(3) に設けられた裁断線(9) に沿って高密度部(2) の中央部を切断する ことにより、両端部に高密度部(2) を備えた所定幅の排水材(6) を得ることがで きる。[0013] FIG. 3 shows a partially cutaway perspective view of the raw material of the drainage material (6). That is, the diameter is approximately 1 A large number of polypropylene continuous filaments (5) of mm are each bent irregularly and intersect with each other. It extends in the longitudinal direction while pointing, and is formed by being glued at each intersection. A wide (100 cm wide in the example) net-like base (1) with a porosity of 89%. In the width direction, high-density parts (2) with a width of about 2 cm are provided in parallel at intervals of about 10 cm. A net-like core material is used, and the above-mentioned nonwoven fabric sheets (3) and (4) are pasted on the front and back sides of this net-like core material. It is configured. FIG. 4 is a cross-sectional view of this raw material (7). This raw material (7) is non-woven Cut the center of the high-density area (2) along the cutting line (9) provided on the fabric sheet (3). By doing this, it is possible to obtain a drainage material (6) of a predetermined width with high-density parts (2) at both ends. Wear.
【0014】 上記した排水材(6) の原素材(7) は次のようにして能率よく製造することがで きる。即ち、図5、図6、図7に略示しているように、例えば孔径が1mmの多数 の紡糸孔(11)が等間隔で幅方向に2列に亙って設けられた紡糸口金(13)に、 高密 度部(2) を形成するために10cm間隔をおいてさらに紡糸孔(12)を配設した紡糸 口金(13)を用いてポリプロピレン樹脂溶融物を紡糸孔(12)(13)より連続線条(5) (5) として紡出し、この紡糸口金(13)の下方において図8に示したように格子状 の溝孔(21)と平面部(22)を備える搬送体(20)を、図7に示すごとく上記紡出連続 線条(5) の落下速度よりも遅い速度で矢印方向に移動させるとともに該搬送体(2 0)上に上記不織布シート(4) を供給し、該不織布シート(4) 上に紡出連続線条群 (5)(5)を自然落下させて紡出した連続線条(5)(5)に不規則なループを描かしめな がら該搬送体(20)上の不織布シート(4) 上に集積し、その集積時に線条(5)(5)を 相互をそれぞれの交差点において自己接着せしめるとともに、集積された線条(5 )(5)が固化せざる間にその上に上記表面側の不織布シート(3) を集積線条(5)(5) 上に加圧しながら供給して線条(5)(5)群により形成された網状芯材の表裏に不織 布シート(3)(4)をスポット的に接着(8) させ、順次ロール状に巻き取ることによ って連続的に製造することができる。この際、表裏の不織布シート(3)(4)は高密 度部(2) においては該高密度部(2) に沿ってライン状に接着され、そのラインは 不織布シート(3)(4)の表裏面から透視することができ、切断時の目安となる。[0014] The raw material (7) for the drainage material (6) mentioned above can be efficiently manufactured as follows. Wear. That is, as shown schematically in FIGS. 5, 6 and 7, for example, a large number of The spinneret (13) has two rows of equally spaced spinning holes (11) in the width direction. Spinning yarn with additional spinning holes (12) arranged at 10 cm intervals to form degree portions (2) Using the nozzle (13), the polypropylene resin melt is spun into continuous filaments (5) through the spinning holes (12) and (13). (5), and below this spinneret (13), a lattice-like structure is formed as shown in Figure 8. As shown in FIG. The conveyor (2) is moved in the direction of the arrow at a speed slower than the falling speed of the filament (5). 0) The above-mentioned nonwoven fabric sheet (4) is supplied onto the nonwoven fabric sheet (4), and the spun continuous filament group is Draw irregular loops on the continuous filaments (5) (5) spun by letting (5)(5) fall naturally. The fibers are accumulated on the nonwoven fabric sheet (4) on the carrier (20), and the filaments (5) (5) are They are self-adhered to each other at each intersection, and the accumulated filaments (5 )(5) is not solidified, the nonwoven fabric sheet (3) on the surface side is stacked on top of it (5)(5) The non-woven fabric is applied to the front and back sides of the net-like core material formed by the filament (5) (5) group by supplying it under pressure. By adhering cloth sheets (3) and (4) in spots (8) and winding them up into a roll one after another. It can be manufactured continuously. At this time, the nonwoven fabric sheets (3) and (4) on the front and back sides are highly dense. In the high-density part (2), it is glued in a line along the high-density part (2), and the line is It can be seen through the front and back sides of the nonwoven fabric sheets (3) and (4), and serves as a guide when cutting.
【0015】 図5は得られた原素材の切断要領を示しているものであり、(9) は不織布シー ト(3) の裁断を容易に行うために予め所定の位置に設けたミシン目線である。 なお上記実施例における高密度部(2) の間隔については特に限定されるもので はなく仕様に基づいて任意に定めるとよい。しかし10cm程度の間隔にしておけ ば切断個所を選定することによって20cm幅、30cm幅の排水材をえることがで き、得られた排水材はその両端縁部に高密度部(2)(2)を備え、本考案を満足する ことができる。[0015] Figure 5 shows the cutting procedure for the obtained raw material, and (9) shows the method for cutting the raw material obtained. This is a perforation line placed in a predetermined position in order to facilitate cutting of the sheet (3). Note that there are no particular limitations on the spacing between the high-density portions (2) in the above embodiments. It is better to set it arbitrarily based on the specifications instead of However, keep a distance of about 10 cm. By selecting the cut point, you can obtain drainage material with a width of 20 cm or 30 cm. The obtained drainage material has high-density parts (2) (2) on both edges and satisfies the present invention. be able to.
【0016】[0016]
このように本考案による土木用排水材は、直径0.5〜1.5mmの多数の合成 重合体連続線条(5) の各々が不規則に屈曲し、相互に交差しながら長手方向に延 びかつそれぞれの交差点において接着されてなる空隙率の大きい網状ベース(1) と、該網状ベース(1) の両端部に、該網状ベースより(1) 空隙率を小さくした多 数の合成重合体連続線条が配された高密度部(2) とによって長尺の網状芯材が形 成され、該網状芯材の表裏に薄い通水性不織布シート(3)(4)が貼り合わされてな るものであり、表裏の不織布シート(3)(4)間には網状ベース(1) による空隙(通 水路)が形成されているから、従来のペーパードレーンあるいはシートドレーン と同様に土壌中に埋設して使用すると土圧にも拘らず充分な通水路を確保し、表 裏の不織布シート(3)(4)を通って網状ベース(1) 内に流入した水分を合成重合体 連続線条(5) によって形成された空隙通路に沿って排水材(6) の長手方向に流動 させ、所望の方向に導いて円滑に排水することができる。そのうえ両端部に高密 度部(2)(2)を有しているから排水材両端縁からの土砂の侵入が防止されて長期に 亙り排水機能を持続することができなど実用上有益な効果を発揮する。 In this way, the drainage material for civil engineering according to the present invention is composed of a large number of synthetic materials with diameters of 0.5 to 1.5 mm. Each of the continuous polymer filaments (5) is irregularly bent and extends in the longitudinal direction while crossing each other. Net-like base with high porosity (1) bonded at each intersection And, at both ends of the net-like base (1), a polyurethane with a smaller porosity than the net-like base (1) is provided. A long reticulated core material is formed by the high-density part (2) in which several continuous synthetic polymer filaments are arranged. Thin water-permeable nonwoven fabric sheets (3) and (4) are laminated on the front and back sides of the reticulated core material. There is a gap (throughput) between the front and back nonwoven fabric sheets (3) and (4) due to the net-like base (1). Conventional paper drain or sheet drain Similarly, when used buried in the soil, a sufficient water passage is secured despite the earth pressure, and the surface The moisture flowing into the net-like base (1) through the non-woven fabric sheets (3) and (4) on the back is converted into a synthetic polymer. The drainage material (6) flows in the longitudinal direction along the void passage formed by the continuous striations (5). can be guided in the desired direction for smooth drainage. Moreover, both ends have high density. Since the drainage material has two edges (2) and (2), it prevents dirt from entering from both edges of the drainage material, allowing it to last for a long time. It has practical beneficial effects such as being able to maintain the water drainage function.
【図1】本考案の排水材の部分破断斜視図である。FIG. 1 is a partially cutaway perspective view of the drainage material of the present invention.
【図2】図1の幅方向の断面図。FIG. 2 is a cross-sectional view in the width direction of FIG. 1;
【図3】原素材の部分破断斜視図である。FIG. 3 is a partially cutaway perspective view of the raw material.
【図4】図3の幅方向の1部省略断面図である。FIG. 4 is a partially omitted cross-sectional view in the width direction of FIG. 3;
【図5】原素材の切断要領を示した部分破断斜視図であ
る。FIG. 5 is a partially cutaway perspective view showing how to cut the raw material.
【図6】紡糸口金の紡糸孔を示した一部省略底面図であ
る。FIG. 6 is a partially omitted bottom view showing the spinning holes of the spinneret.
【図7】排水材原素材の製造方法を例示した簡略側面図
である。FIG. 7 is a simplified side view illustrating a method for producing a drainage material raw material.
【図8】搬送体の表面を示す部分斜視図である。FIG. 8 is a partial perspective view showing the surface of the carrier.
1 網状ベース 2 高密度部 3 不織布シート 4 不織布シート 5 連続線条 6 排水材 7 原素材 1 Reticular base 2 High density area 3 Non-woven fabric sheet 4 Non-woven fabric sheet 5 Continuous line 6 Drainage material 7 Raw materials
Claims (2)
体連続線条の各々が不規則に屈曲し、相互に交差しなが
ら長手方向に延びかつそれぞれの交差点において接着さ
れてなる空隙率の大きい網状ベースと、該網状ベースの
両端部に形成され該網状ベースより空隙率を小さくして
多数の合成重合体連続線条の高密度部とによって長尺の
網状芯材が形成され、この網状芯材の表裏に薄い通水性
不織布シートが貼り合わされていることを特徴とする土
木用排水材。Claim 1: A void formed by a large number of continuous synthetic polymer filaments having a diameter of 0.5 to 1.5 mm, each of which is irregularly bent, extends in the longitudinal direction while crossing each other, and is bonded at each intersection. A long net-like core material is formed by a net-like base having a large ratio and a high-density portion of a large number of continuous synthetic polymer filaments formed at both ends of the net-like base and having a smaller porosity than the net-like base, This drainage material for civil engineering is characterized by having thin water-permeable nonwoven fabric sheets bonded to the front and back sides of this net-like core material.
体連続線条の各々が不規則に屈曲し、相互に交差しなが
ら長手方向に延びかつそれぞれの交差点において接着さ
れてなる空隙率の大きい網状ベースと、該網状ベースの
幅方向に間隔をおいて平行に該網状ベースより空隙率の
小さくして多数の合成重合体連続線条が配された数条の
細幅な高密度部とによって網状芯材が形成され、この網
状芯材の表裏に目付が20〜200g/m 2 、繊維密度が
0.03〜0.08g/cm3 の薄い通水性不織布シートが
貼り合わされていることを特徴とする土木用排水材。2. A void formed by a large number of continuous synthetic polymer filaments each having a diameter of 0.5 to 1.5 mm, each of which is irregularly bent, extends in the longitudinal direction while intersecting each other, and is bonded at each intersection. A net-like base with a high porosity, and a number of narrow high-density synthetic polymer continuous filaments with a smaller porosity than the net-like base are arranged parallel to each other at intervals in the width direction of the net-like base. A net-like core material is formed by the parts, and thin water-permeable nonwoven fabric sheets with a basis weight of 20 to 200 g/m 2 and a fiber density of 0.03 to 0.08 g/cm 3 are bonded to the front and back sides of this mesh core material. A drainage material for civil engineering that is characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991042366U JP2512867Y2 (en) | 1991-04-12 | 1991-04-12 | Drainage material for civil engineering |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991042366U JP2512867Y2 (en) | 1991-04-12 | 1991-04-12 | Drainage material for civil engineering |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04119827U true JPH04119827U (en) | 1992-10-27 |
JP2512867Y2 JP2512867Y2 (en) | 1996-10-02 |
Family
ID=31922881
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JP1991042366U Expired - Fee Related JP2512867Y2 (en) | 1991-04-12 | 1991-04-12 | Drainage material for civil engineering |
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JP (1) | JP2512867Y2 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5621848A (en) * | 1979-07-31 | 1981-02-28 | Mitsui Petrochemical Ind | Nonwoven fabriccnetted body laminate and its manufacture |
JPH02101822U (en) * | 1989-01-25 | 1990-08-14 |
-
1991
- 1991-04-12 JP JP1991042366U patent/JP2512867Y2/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5621848A (en) * | 1979-07-31 | 1981-02-28 | Mitsui Petrochemical Ind | Nonwoven fabriccnetted body laminate and its manufacture |
JPH02101822U (en) * | 1989-01-25 | 1990-08-14 |
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