JPH10249969A - Space network structure - Google Patents

Space network structure

Info

Publication number
JPH10249969A
JPH10249969A JP7074497A JP7074497A JPH10249969A JP H10249969 A JPH10249969 A JP H10249969A JP 7074497 A JP7074497 A JP 7074497A JP 7074497 A JP7074497 A JP 7074497A JP H10249969 A JPH10249969 A JP H10249969A
Authority
JP
Japan
Prior art keywords
net
coarse net
coarse
network structure
continuous filament
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
Application number
JP7074497A
Other languages
Japanese (ja)
Other versions
JP3766504B2 (en
Inventor
Makoto Otaguro
誠 太田黒
Hiroshi Yanai
宏 谷内
Kenji Chimoto
健二 地本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Daiwa Boseki KK
Daiwabo Co Ltd
Original Assignee
Daiwa Boseki KK
Daiwabo Co Ltd
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 by Daiwa Boseki KK, Daiwabo Co Ltd filed Critical Daiwa Boseki KK
Priority to JP07074497A priority Critical patent/JP3766504B2/en
Publication of JPH10249969A publication Critical patent/JPH10249969A/en
Application granted granted Critical
Publication of JP3766504B2 publication Critical patent/JP3766504B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)
  • Laminated Bodies (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve compressive strength, tensile strength, and resistance to repeated flexing by overlapping a coarse net on a mat reticulated body, where each continuous filament composed of thermoplastic resin of a specific diameter is flexed irregularly, extended in a longer direction, and heat-bonded at each junction. SOLUTION: A thermoplastic continuous filament 5 of a diameter of 0.1-2.0mm is spun from a spinning nozzle 12. A carrier 15 provided with crests and roots on the surface is arranged in line under a melt spinning machine 11. A coarse net 3 is supplied with spaces from the carrier 15 and base rollers 16, 17 and 18. While both the carrier 15 and the coarse net 3 are moving, the spinning resin continuous filament 5 drops naturally from above and accumulates before the resin is cured. At the time of accumulating, each continuous filament 5 flexes irregularly, and drops between the mesh of the coarse net 3 and swells, and the junctions adhere through self-autohesion. A space reticulated structure can be obtained by pressing with a nip roller 19 immediately thereafter.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、水中に沈めて固定
したり、土木材料として使用する立体網状構造物に関す
る。特に重錘となるブロック体に植付けて海底面に設置
して波浪や潮流により海岸の砂が持ち去られるのを防止
するための漂砂制御や、集魚のための人工魚礁や、河川
や海中に棲息する水質浄化用生物基盤材の埋立地の表層
安定工事に適した補強材や、海岸や河川の根固め、沈床
洗掘防止および山斜面、河川や道路の土手斜面などの土
砂崩れ防止の土木材料として利用出来る嵩高な立体網状
材料に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a three-dimensional net-like structure which is submerged and fixed in water or used as a civil engineering material. In particular, it is planted on a block that serves as a weight and installed on the sea floor to control sand drift to prevent seashore sand from being carried away by waves and tides, artificial reefs for collecting fish, and inhabit rivers and the sea Used as a reinforcing material suitable for surface stabilization work in landfills of water-purifying biological base materials, and as a civil engineering material for consolidation of coasts and rivers, prevention of sinking, and prevention of landslides on mountain slopes, rivers and road banks. The present invention relates to a bulky three-dimensional net-like material that can be obtained.

【0002】[0002]

【従来の技術】熱可塑性合成重合体の多数の線条からな
る嵩高な立体網状構造物としては、例えば特公昭63−
53332号公報に記載され、またこのような立体網状
構造物の形態を安定させるために、粗目金網や糸状の合
成樹脂成型品によって形成された粗目ネットを併用した
網状体は、実公昭63−9613号、実開平2−379
40号、特開平6−146231号公報に記載されてい
る。
2. Description of the Related Art A bulky three-dimensional network structure comprising a plurality of filaments of a thermoplastic synthetic polymer is disclosed in, for example, JP-B-63-163.
In order to stabilize the form of such a three-dimensional net-like structure, a net-like body combined with a coarse net or a coarse net formed of a thread-like synthetic resin molded product is disclosed in Japanese Utility Model Publication No. 63-9613. No. 2-379
No. 40 and JP-A-6-146231.

【0003】そして上記特公昭63−53332号公報
に記載された立体網状構造物は、線条物の直径0.1〜
1.5mm多数の合成重合体連続線条の各々が不規則な
ループをなしてそれぞれの交差点において相互に接着さ
れてなり、嵩高であり圧縮抵抗が大きいことから専ら軟
弱地盤の安定化や排水材に適用され、また実公昭63−
9613号、実開平2−37940号公報に記載された
ようなネットに合成重合体連続線条を絡ませた網状体
は、土壌保持性に富み空隙率が極めて大きく凹凸面に対
して順応性があることから主として植生用に使用されて
いる。
[0003] The three-dimensional network structure described in the above-mentioned JP-B-63-53332 has a diameter of 0.1 to 0.1 mm.
A large number of 1.5 mm synthetic polymer continuous filaments form an irregular loop and are bonded to each other at each intersection, and are bulky and have high compression resistance. Applied to
No. 9613, Japanese Unexamined Utility Model Publication No. 2-37940, a net formed by entanglement of a synthetic polymer continuous filament with a net has a high soil retention property, an extremely large porosity, and is adaptable to an uneven surface. It is mainly used for vegetation.

【0004】また特開平6−146231号公報に記載
されているような合成樹脂製ネットに合成重合体連続線
条を絡ませた網状体は、嵩高にして空隙率が大きいにも
拘わらず圧縮強度、引張り強度に富み、粗目ネット材と
合成重合体連続線条で形成された網状部が不可分に一体
化されているから苛酷な条件下に使用される漂砂制御材
や人工魚礁等海中施設用や盛土の法面補強材等に使用さ
れている。
[0004] Further, a net-like body in which a synthetic polymer continuous filament is entangled with a synthetic resin net as described in JP-A-6-146231 is bulky and has a large porosity, but has a high compressive strength and a high porosity. Rich in tensile strength, the net portion formed of coarse net material and synthetic polymer continuous filament is inseparably integrated, so it is used under severe conditions for sand drift control materials and artificial fish reefs for underwater facilities and embankment It is used as a slope reinforcement material.

【0005】また、土砂流出防止工法の一つシガラ工で
は竹やシダなどで平織り状に編込んだものとか、平板状
の合成樹脂成型品が重用されている。
[0005] In the Shigara construction method, which is one of the methods for preventing earth and sand from flowing out, a material woven in a plain weave shape using bamboo or ferns, or a flat synthetic resin molded product is frequently used.

【0006】[0006]

【発明が解決しようとする課題】ところが上記特公昭6
3−53332号公報に記載されたような立体網状構造
物は、圧縮強度は比較的大きいが、横方向の引張り強度
が乏しく、使用時に網状体の長さ方向や幅方向に強力を
受ける用途、例えば漂砂制御材や、人工魚礁には利用で
きない。
[Problems to be solved by the invention]
The three-dimensional network structure described in JP-A-3-53332 has a relatively large compressive strength, but a poor tensile strength in a lateral direction, and is subjected to strong strength in a length direction and a width direction of the net when used. For example, it cannot be used for sand drift control materials or artificial reefs.

【0007】また上記実公昭63−9613号、実開平
2−37940号公報に記載されたようなネットに合成
重合体連続線条を絡ませた網状体は、ネットによって幾
分引張り強力が向上するが、ネットのストランドが細く
柔軟であるため連続線条とネットとの絡みが弱く厚さ方
向に外力が作用するとネットと網状物とが分離するとい
う現象が生じ、上記と同様に漂砂制御材や人工魚礁材等
の海中施設用には不向きである。
[0007] Further, the nets described in JP-B-63-9613 and JP-A-2-37940, in which a synthetic polymer continuous filament is entangled with a net, have a somewhat improved tensile strength due to the net. However, because the strands of the net are thin and flexible, the entanglement between the continuous filament and the net is weak, and when an external force acts in the thickness direction, the net and the net are separated from each other. Not suitable for underwater facilities such as fish reef materials.

【0008】また特開平6−146231号公報に記載
されたような合成樹脂製ネットに合成重合体連続線条を
絡ませた網状体は、粗目ネットと合成重合体連続線条が
不可分に一体化されているから大幅に引張り強力が向上
し、波浪によるくり返し屈曲にも耐えるものであるが、
曲げ応力に対する抵抗力が弱い。その対策として合成樹
脂製からなる粗目ネットのストランドの断面積を大きく
すると曲げ応力は向上するが波浪によるくり返し屈曲に
対する抵抗力が低下することにより苛酷な条件下での漂
砂制御材や人工魚礁材等海中施設用には不向きである。
また、土砂流出防止工法の1つシガラ工では竹やシダで
土止めに編上げるには手間と訓練を要し一般的でなく、
又合成樹脂製は平板が故に目詰まりがしやすく更には単
位面積当たりの重量が重く運搬に不便である。
Further, in a net-like body in which a synthetic polymer continuous filament is entangled with a synthetic resin net as described in JP-A-6-146231, the coarse net and the synthetic polymer continuous filament are inseparably integrated. Although the tensile strength is greatly improved because it is, it can withstand repeated bending due to waves,
Low resistance to bending stress. As a countermeasure, increasing the cross-sectional area of the synthetic resin strands increases the bending stress, but reduces the resistance to repeated bending due to waves. Not suitable for underwater facilities.
In addition, one of the methods for preventing sediment runoff, Shigara mechanic, requires time and training to knit it with bamboo or ferns, and it is not general,
Further, since the synthetic resin is flat, it is easy to be clogged, and the weight per unit area is heavy, which is inconvenient for transportation.

【0009】[0009]

【課題を解決する手段】本発明は、嵩高にして空隙率が
大きいにも拘らず圧縮強度、引張り強度、くり返し屈曲
に対する抵抗性に富み、粗目ネット材と合成重合体連続
線条で形成された網状部とが不可分の状態に絡み合い、
苛酷な条件下に使用される漂砂制御材や人工魚礁材等の
海中施設用に好適な補強された立体網状体構造物に関す
るものである。
DISCLOSURE OF THE INVENTION The present invention is formed of a coarse net material and a continuous filament of synthetic polymer having high compressive strength, tensile strength, and resistance to repeated bending despite its high bulk and high porosity. The net and the intertwined state are intertwined,
The present invention relates to a reinforced three-dimensional network structure suitable for underwater facilities such as sand drift control materials and artificial reef materials used under severe conditions.

【0010】すなわち本発明は、線径0.1〜2.0m
mの熱可塑性合成重合体からなる多数の連続線条の各々
が不規則に屈曲して相互に交差しつつ山部、谷部を形成
して所定の幅、長さの平面を形成しながら長手方向に延
び、且つそれぞれの交差点において熱接着されてなるマ
ット状網状体に粗目ネットが重ね合わされ、該連続線条
が粗目ネットに交絡することにより一体化してなる立体
網状構造物である。
That is, according to the present invention, the wire diameter is 0.1 to 2.0 m.
m, each of a number of continuous filaments made of a thermoplastic synthetic polymer irregularly bend and intersect with each other to form peaks and valleys to form a plane having a predetermined width and length, and a longitudinal length. This is a three-dimensional net-like structure in which a coarse net is superimposed on a mat-like net extending in the direction and thermally bonded at each intersection, and the continuous filaments are integrated by being entangled with the coarse net.

【0011】上記立体網状構造物は粗目ネットがは2層
以上重ねあわされており、厚さ方向の平行光線透過率が
5〜90%、曲げ弾性率が5000〜100000kg
f/cm2 (JISK7203測定法による)である請
求項1記載の立体網状構造物であることが好ましい。
The above three-dimensional net-like structure is formed by laminating two or more coarse nets, and has a parallel light transmittance in the thickness direction of 5 to 90% and a flexural modulus of 5000 to 100000 kg.
The three-dimensional network structure according to claim 1, which is f / cm 2 (as measured by JIS K7203).

【0012】さらに粗目ネットは、ひとつの目の大きさ
が5〜100cm2 、引張り強度500kgf/m以上
の熱可塑性重合体からなる格子状成型物であることが好
ましい。
Further, the coarse net is preferably a lattice-shaped molded product made of a thermoplastic polymer having a size of one mesh of 5 to 100 cm 2 and a tensile strength of 500 kgf / m or more.

【0013】[0013]

【発明の実施の態様】上記立体網状構造物の網状部を形
成している熱可塑性重合体としては、例えばポリエチレ
ン、ポリプロピレン等のポリオレフィン系、ポリエチレ
ンテレフタレート等のポリエステル系、ナイロン6、ナ
イロン6,6等のポリアミド系等の重合体もしくは共重
合体を適宜選択して使用出来るが、製造コストおよび成
型のしやすさを考慮した場合には比較的融点の低いポリ
エチレン、ポリプロピレンが好都合である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Examples of the thermoplastic polymer forming the network of the three-dimensional network structure include polyolefins such as polyethylene and polypropylene, polyesters such as polyethylene terephthalate, nylon 6, nylon 6,6 and the like. Polymers or copolymers such as polyamides can be appropriately selected and used, but polyethylene and polypropylene having a relatively low melting point are advantageous in view of production cost and ease of molding.

【0014】補強材となる粗目ネットとしては、目の開
口面積が5〜100cm2 であって骨材部が厚さ1〜5
mm、幅が1.5〜10mm分成樹脂製ネット、2軸延
伸された厚さ1〜5mmの穿孔シートから得られたネッ
ト、又は太さが2〜5mm合成樹脂製モノフィラメント
製等のものが使用できる。いずれも引張り強度が大き
く、曲げ弾性率が500〜30000kgf/cm2
樹脂ネット材が好適であり、特に網状物を形成する上記
熱可塑性合成重合体と同系または同質のものがよい。
The coarse net to be used as a reinforcing material has an eye opening area of 5 to 100 cm 2 and an aggregate portion having a thickness of 1 to 5 cm.
A net made from a synthetic resin net having a width of 1.5 to 10 mm, a net obtained from a biaxially stretched perforated sheet having a thickness of 1 to 5 mm, or a monofilament made of a synthetic resin having a thickness of 2 to 5 mm is used. it can. In any case, a resin net material having a large tensile strength and a flexural modulus of 500 to 30,000 kgf / cm 2 is preferable, and particularly, a resin net material of the same type or the same as the above-mentioned thermoplastic synthetic polymer forming a net-like material is preferable.

【0015】本発明の立体網状構造物の製造には、上記
熱可塑性重合体もしくは共重合体を溶融紡糸して線径
0.1〜2.0mmの連続線条にして使用する。まず表
面が山部、谷部の凹凸を持った搬送体を設置し、搬送体
の上に搬送体と間隔をあけて粗目ネットを供給する。搬
送体と粗目ネットとを緩やかに移動させながらその上か
ら上記熱可塑性重合体を溶融紡糸して、未だ固化しない
うちに自然落下させて集積する。このとき紡糸速度を搬
送体の移動速度より速くすることにより連続線条は搬送
体上を凹部の底辺まで落下し、不規則に屈曲して山部、
谷部を形成するとともに粗目ネットを立体網状構造物と
一体化する。この直後にニップローラで押圧し立体網状
構造物と粗目ネットの接着を強固にするとともに上面を
平滑にする。
In the production of the three-dimensional network structure of the present invention, the thermoplastic polymer or copolymer is melt-spun and used as continuous filaments having a wire diameter of 0.1 to 2.0 mm. First, a carrier having a surface having irregularities such as peaks and valleys is installed, and a coarse net is supplied on the carrier at an interval from the carrier. The thermoplastic polymer is melt-spun from above while gently moving the carrier and the coarse net, and is naturally dropped and accumulated before it is solidified. At this time, by making the spinning speed faster than the moving speed of the carrier, the continuous filaments fall on the carrier to the bottom of the concave portion, bend irregularly, and ridges,
A valley is formed and the coarse net is integrated with the three-dimensional net-like structure. Immediately after this, the nip roller is pressed to strengthen the adhesion between the three-dimensional net-like structure and the coarse net and to smooth the upper surface.

【0016】粗目ネットは必要に応じ2枚以上積層して
使用することもできる。
[0016] If necessary, two or more coarse nets can be laminated and used.

【0017】上記立体網状構造物の目付は、耐久性と望
ましい空隙率を考慮すると目付が1000〜3500g
/m2 程度が好ましい。見掛けの厚さは10〜50mm
程度がよい。かくして形成された本発明の立体網状構造
物は、空隙率60〜98%、厚さ方向の平行光線透過率
は5〜90%を有し、海中における適度な潮流の通過性
を備え、漂砂制御材や人工魚礁の用途に好都合になる。
またシガラ工などの土砂流出防止材など土木材料の用途
として好都合になる。
The basis weight of the three-dimensional network structure is 1000 to 3500 g in consideration of durability and a desired porosity.
/ M 2 is preferred. Apparent thickness is 10-50mm
Good degree. The three-dimensional network structure of the present invention thus formed has a porosity of 60 to 98%, a parallel light transmittance in the thickness direction of 5 to 90%, has an appropriate tide flow in the sea, and controls sand drift. It is convenient for wood and artificial reef applications.
Also, it is convenient for use in civil engineering materials such as a material for preventing earth and sand outflow such as a cigar work.

【0018】空隙率が60%よりも小さく、平行光線透
過率が5%よりも小さくなると、漂砂制御材や人工魚礁
材に適用した時潮流による負荷が大きくなって漂砂制御
材や人工魚礁材の損傷を招きやすくなる。また空隙率が
98%以上で、平行光線透過率が90%以上になると潮
流の通過が良好過ぎて所望の機能、例えば海岸の砂の流
出を防止する機能を損なう恐れがある。
When the porosity is less than 60% and the parallel light transmittance is less than 5%, the load caused by the tidal current when applied to sand drift control materials and artificial reef materials increases, and the load of sand drift control materials and artificial fish reef materials is reduced. It is easy to cause damage. On the other hand, if the porosity is 98% or more and the parallel light transmittance is 90% or more, the passage of the tidal current is too good, and there is a possibility that a desired function, for example, a function of preventing outflow of sand on the coast may be impaired.

【0019】またシガラ工などの土砂流出防止材などの
土木材料の用途としても上記立体網状構造物に使用する
粗目ネットの曲げ弾性率は、単板材料においては500
〜30000kgf/cm2 のものを使用し、該粗目ネ
ットを2枚以上重ね合わせて網状体で複合して形成した
立体網状構造物としての曲げ弾性率を5000〜100
000kgf/cm2 となすことが好ましい。
The bending elastic modulus of the coarse net used for the above-mentioned three-dimensional net-like structure in the use of civil engineering materials such as earth and sand outflow preventing materials such as shigara works is 500 in the case of a single plate material.
The flexural modulus of a three-dimensional net-like structure formed by laminating two or more coarse nets and combining them with a net-like body is 5,000 to 100,000 kgf / cm 2.
Preferably, the pressure is set to 000 kgf / cm 2 .

【0020】上記単板粗目ネットの曲げ弾性率が500
kgf/cm2 より小さいと曲げ応力に対して柔軟しす
ぎて2枚以上複合しても海中における波浪エネルギーで
揺動しやすくなる。また30000kgf/cm2 より
大きいと剛直となり2枚以上複合した場合更に剛直とな
りくり返し屈曲に亀裂が入りやすく波浪エネルギーに耐
えられなくなり一挙に破壊される危険性がある。
The bending elastic modulus of the single-plate coarse net is 500.
If it is smaller than kgf / cm 2, it will be too flexible against bending stress, and even if two or more sheets are combined, it will be easy to swing by wave energy in the sea. On the other hand, if it is more than 30,000 kgf / cm 2 , it becomes rigid, and if two or more pieces are combined, it becomes more rigid, cracks are likely to occur in bending repeatedly, and there is a danger that it will not be able to withstand wave energy and be destroyed at once.

【0021】本発明の上記立体網状構造物を海中施設
用、例えば漂砂制御材として適用する場合には図5に示
すように、枠状に成型したコンクリートブロックの上面
に溝を設け、その溝に立体網状構造物の下端部分を埋め
込んで、高さ約30〜100cmに垣根状に立設し、海
中に並列設置するとよい。
When the above three-dimensional net-like structure of the present invention is applied to underwater facilities, for example, as a material for controlling sand drift, as shown in FIG. 5, a groove is provided on the upper surface of a concrete block molded into a frame, and the groove is formed in the groove. The lower end portion of the three-dimensional net-like structure is embedded, and it is preferable that the height is approximately 30 to 100 cm so as to be fenced up and installed in the sea in parallel.

【0022】また人工魚礁材として用いる場合には、図
6に示すようなコンクリートブロックに立設して沈み魚
礁とするとか、上記立体網状体構造物を任意の形状とな
して重錘とブイを使用して浮き魚礁とし設置できる。
When used as an artificial reef material, it may be erected on a concrete block as shown in FIG. 6 to form a sinking reef, or the three-dimensional net-like structure may be formed into an arbitrary shape and the weight and buoy may be formed. Can be used as a floating fish reef.

【0023】また、例えばシガラ工土止め材として用い
る場合には、例えば図7、図8に示すような支柱間に上
記立体網状構造物の該網状突部を外面にして敷設すれ
ば、上記立体網状構造物は土砂流出防止の機能を発揮す
ると共に、網状突部にも地山からの流出土砂が溜まり植
生地盤を形成するので格好の緑化基盤材を提供すると共
に、該網状突部は連続線条で形成されているため柔軟性
があるので外力に対して格好の弾性壁体を提供する。
For example, when used as an earth retaining material for cigarette work, if the net-shaped projection of the solid net-like structure is laid between pillars as shown in FIGS. The net-like structure exhibits the function of preventing earth and sand outflow, and also provides a good greening base material because the earth-and-sand outflow from the ground accumulates at the net-like projections to form a vegetation board, and the net-like projections are continuous lines. Since it is formed by the strip, it is flexible and provides a good elastic wall against external force.

【0024】[0024]

【作用】本発明の立体網状構造物は熱可塑性合成重合体
の連続線条によって形成されている空隙率の高い立体網
状部分は、例えば漂砂制御材にあっては潮流速度を緩和
しながら潮流を円滑に通過させ、海岸の漂砂が潮流と共
に沖へ運ばれて行くのを防止する。そして重ね合わされ
た粗目ネットは網状部分を補強しコンクリートブロック
に立設された垣根状形態を保持して海藻のように揺れ動
くことを抑制し、海流による応力に対して抵抗力を発揮
する。
According to the three-dimensional network structure of the present invention, a three-dimensional network portion having a high porosity formed by continuous filaments of a thermoplastic synthetic polymer is used for controlling the tide while reducing the tide flow speed in, for example, a sand drift control material. Allows smooth passage and prevents coastal drifting sand from being carried offshore with the tide. Then, the superimposed coarse net reinforces the net-like portion, retains the fence-like shape erected on the concrete block, suppresses swaying like seaweed, and exerts resistance to the stress caused by the ocean current.

【0025】また、粗目ネット2枚以上の複合部分は外
からの応力に対して外へ面する部分が伸長し、内に面す
る部分が圧縮応力となり互いに応力を分担するので曲げ
応力に対してはより抵抗力を発揮しくり返し屈曲性が向
上する。
In the composite portion of two or more coarse nets, the outwardly facing portion expands due to external stress, and the inwardly facing portion becomes a compressive stress, which shares the stress with each other. Exhibits more resistance and improves the flexibility.

【0026】[0026]

【実施例】【Example】

(実施例1)以下本発明の実施例を図について説明する
と、図1は立体網状構造物の部分斜視図、図2は図1の
A−A線の断面図を示し、(1)は立体網状構造物、
(2)は立体網状部、(3)は粗目ネットである。粗目
ネット(3)は本実施例においては、ポリプロピレン樹
脂を押出して2軸延伸して得られた、骨材部(4)の幅
が3.2mm厚さが1.7mm、1つの目の大きさが約
7cm2 、引張り強度が約4000kgf/m、曲げ弾
性率が18000kgf/cm2 (JISK7203測
定方法による)の2軸延伸ネットを2枚適用している。
(Embodiment 1) An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a partial perspective view of a three-dimensional net-like structure, FIG. 2 is a cross-sectional view taken along line AA of FIG. Reticulated structures,
(2) is a three-dimensional net portion, and (3) is a coarse net. In this embodiment, the coarse net (3) is obtained by extruding a polypropylene resin and biaxially stretching. The width of the aggregate portion (4) is 3.2 mm, the thickness is 1.7 mm, and the size of one eye is obtained. Two biaxially stretched nets having a thickness of about 7 cm 2 , a tensile strength of about 4000 kgf / m 2 , and a flexural modulus of 18000 kgf / cm 2 (according to JIS K7203 measurement method) are applied.

【0027】そして溶融紡糸機から押し出された直径
1.1mmの連続線条(5)が立体網状部を形成すると
同時に、上記粗目ネット(3)に不規則なループをなし
て網状に交絡して接着している。粗目ネット(3)の空
隙部分から連続線条(5)は下方に膨出し立体網状部を
形成する。さらに連続線条(5)の一部はが粗目ネット
(3)の骨材部(4)に周回し、立体網状部(2)と粗
目ネット(3)を一体に接着している。
Then, the continuous filament (5) having a diameter of 1.1 mm extruded from the melt spinning machine forms a three-dimensional net-like portion, and at the same time, forms an irregular loop on the coarse net (3) and entangles in a net-like manner. Glued. The continuous filament (5) bulges downward from the void portion of the coarse net (3) to form a three-dimensional net-like portion. Further, a part of the continuous filament (5) goes around the aggregate portion (4) of the coarse net (3), and the solid net (2) and the coarse net (3) are integrally bonded.

【0028】実施例において立体網状構造物(1)は、
連続線条(5)の立体網状部の目付が1600g/m
2 、見掛けの厚さが約35mmあって、全体が不規則な
網状をなし、その空隙率は92%、厚さ方向の平行光線
透過率は約30%であった。
In the embodiment, the three-dimensional network structure (1)
The weight of the solid net portion of the continuous filament (5) is 1600 g / m.
2. The apparent thickness was about 35 mm, the whole was an irregular mesh, the porosity was 92%, and the parallel light transmittance in the thickness direction was about 30%.

【0029】上記した立体網状構造物(1)は次のよう
にして製造することができる。即ち図3に略示している
ように、溶融紡糸機(11)に配設した紡糸ノズル(1
2)から直径1.1mm多数のポリプロピレン樹脂連続
線条(5)を多数横列となして紡出し、溶融紡糸機(1
1)の下方に図4に示したような山部(13)と谷部
(14)とを表面に備えた搬送体(15)を矢印の方向
にならべて配置し、この搬送体(15)とスペースロー
ラー(16)(17)(18)で間隔をあけて粗目ネッ
ト(3)を供給し、搬送体(15)と粗目ネット(3)
とを共に、紡出溶融した連続線条(5)の落下連度より
も遅い速度で矢印方向に移動させながら、その上から紡
出樹脂連続線条(5)が未だ固化しないうちに自然落下
させて集積すると、その集積時に各連続線条(5)は不
規則に屈曲して粗目ネット(3)の目の間に垂下し膨出
すると共に交差点を自己融着する。この直後にニップロ
ーラー(19)でもって押圧し、立体網状構造物(1)
を得ることができる。
The three-dimensional network structure (1) can be manufactured as follows. That is, as schematically shown in FIG. 3, the spinning nozzle (1) provided in the melt spinning machine (11).
From 2), a large number of continuous polypropylene resin filaments (5) having a diameter of 1.1 mm are spun out in a number of rows, and the melt spinning machine (1)
Below 1), a carrier (15) having a crest (13) and a valley (14) as shown in FIG. 4 on its surface is arranged in the direction of the arrow, and this carrier (15) And coarse rollers (16), (17) and (18) to supply the coarse net (3) at intervals, and the carrier (15) and the coarse net (3)
Both are moved in the direction of the arrow at a speed slower than the drop continuousness of the spun-melted continuous filament (5), and the spun resin continuous filament (5) falls from above without spontaneous solidification. When the stacking is performed, at the time of the stacking, the continuous filaments (5) bend irregularly, hang down between the eyes of the coarse net (3), swell, and self-fusion at the intersection. Immediately after this, it is pressed with a nip roller (19) to form a three-dimensional network structure (1).
Can be obtained.

【0030】本発明の立体網状構造物(1)の厚さ方向
の平行光線の透過率や空隙率は、搬送体(15)の速度
や連続線条(5)の目付や太さを変更することによって
調整することが出来る。かくして得られた立体網状構造
物(1)は、全体の目付が3500g/m2 、連続線条
(5)の目付が1600g/m2 、立体網状構造物
(1)の厚みが35mm厚み方向の平行光線透過率が3
0%であった。
The transmittance and porosity of the parallel light beam in the thickness direction of the three-dimensional network structure (1) of the present invention change the speed of the carrier (15) and the basis weight and thickness of the continuous filament (5). Can be adjusted. The three-dimensional network structure (1) thus obtained has a total weight of 3500 g / m 2 , a continuous filament (5) of 1600 g / m 2 , and a thickness of the three-dimensional network structure (1) of 35 mm in the thickness direction. 3 parallel light transmittance
It was 0%.

【0031】(性能試験)上記本発明の立体網状構造物
の性能試験を実施した。 (1) 曲げ弾性率 JISK7203に準じて測定した。結果を表1に示
す。 弾性率Ef=(L3 /4bh3 )×(F/Y) Ef: 弾性率kgf/mm2 L : 支点間距離(mm) b : 試験片の幅(mm) h : 試験片の厚み(mm) F : 荷重一撓み曲線の初めの直線部分の任意の荷重
(kgf) Y : 荷重Fにおける撓み(mm)
(Performance Test) A performance test was performed on the three-dimensional network structure of the present invention. (1) Flexural modulus Measured according to JIS K7203. Table 1 shows the results. Elastic modulus Ef = (L 3 / 4bh 3 ) × (F / Y) Ef: Elastic modulus kgf / mm 2 L: Distance between fulcrums (mm) b: Width of test piece (mm) h: Thickness of test piece (mm) ) F: Arbitrary load (kgf) of the first straight line portion of the load-deflection curve Y: Deflection at load F (mm)

【0032】(2) 屈曲試験 JISK7118に準じて両振りでくり返し屈曲試験を
し、サンプルに亀裂が入った時点の振幅回数を測定し
た。結果を表1に示す。尚、両振り角度は試験片の平面
に200kgf/m2 の力が加わった時の曲げ角度で各
々のサンプルについて測定した。
(2) Bending Test A bending test was repeatedly performed by swinging according to JIS K7118, and the number of amplitudes at the time when a crack was formed in the sample was measured. Table 1 shows the results. The swing angle was measured for each sample at a bending angle when a force of 200 kgf / m 2 was applied to the plane of the test piece.

【0033】(比較例1)本発明の立体網状構造物生産
に使用した粗目ネットを1枚使用して曲げ弾性率、くり
返し屈曲回数を測定した。結果を表1に示す。
(Comparative Example 1) The bending elastic modulus and the number of times of repeated bending were measured using one coarse net used in the production of the three-dimensional network structure of the present invention. Table 1 shows the results.

【0034】(比較例2)粗目ネットの厚みが大きくな
った場合に曲げ弾性率、くり返し屈曲回数がどのように
変化するか確認のため、ポリプロピレン樹脂を押出し2
軸延伸して得られたサンプルを使用した。結果を表1に
示す。
(Comparative Example 2) In order to confirm how the flexural modulus and the number of times of repeated bending change when the thickness of the coarse net increases, a polypropylene resin was extruded.
A sample obtained by axial stretching was used. Table 1 shows the results.

【0035】[0035]

【表1】 [Table 1]

【0036】本発明の立体網状構造物を漂砂制御材(3
1)として使用する場合には、例えば図5に示すよう
な、枠状に成形したコンクリートブロック(32)の上
面に溝を設け、その溝に立体網状構造物(1)の下端部
分を埋め込んで高さ約30〜100cmに垣根状に立設
して海中に並列状に沈設すればよく、コンクリートブロ
ックの枠状の形状や、コンクリートブロックへの取付方
法について特定するものではない。また、人工魚礁(3
3)として、用いる場合には、図6に示すようなコンク
リートに立設して沈み魚礁とするとか、上記立体網状構
造物(1)を任意の形状にして重錘とブイを使用して浮
き魚礁として設置してもよい。
The three-dimensional net-like structure of the present invention is provided with a sand drift control material (3).
When used as 1), for example, as shown in FIG. 5, a groove is provided on the upper surface of a frame-shaped concrete block (32), and the lower end portion of the three-dimensional net-like structure (1) is embedded in the groove. What is necessary is just to lay in a fence shape at a height of about 30 to 100 cm and sink in parallel in the sea, and it does not specify the frame shape of the concrete block or the method of attaching to the concrete block. In addition, artificial reefs (3
As 3), when it is used, it may be erected on a concrete as shown in FIG. 6 to make it a sinking reef, or it may be floated using a weight and buoy by making the three-dimensional net-like structure (1) into an arbitrary shape. It may be installed as a fish reef.

【0037】また、立体網状構造物(1)をシガラ工法
の土止め材(34)として使用する場合には、例えば図
7に示すような支柱(35)間に上記立体網状構造物
(1)の立体網状部(2)を外面に、粗目ネット(3)
面を地山(36)側にして敷設すれば、上記立体網状構
造物(1)は土砂流出防止の機能を発揮するとともに、
立体網状部(2)へも土砂がたまり、その土砂だまりが
植生基盤を形成するので格好の緑化基盤材を提供し、該
植物の根茎によって土砂止め機能が更に発揮される。ま
た、該網状突部は線径0.1〜2.0mmの連続線条で
形成されているため、柔軟性があり、外力に対して格好
の弾性壁体を提供する。
When the three-dimensional net-like structure (1) is used as the earth retaining material (34) of the shigara method, for example, the three-dimensional net-like structure (1) is interposed between columns (35) as shown in FIG. On the outer surface of the three-dimensional net-like part (2)
If the surface is laid on the ground (36) side, the three-dimensional net-like structure (1) exhibits the function of preventing sediment runoff,
Sediment also accumulates on the three-dimensional net-like portion (2), and the sediment pool forms a vegetation base, thereby providing an excellent greening base material, and the rhizome of the plant further exerts a sediment-stopping function. In addition, since the net-like projection is formed of continuous filaments having a wire diameter of 0.1 to 2.0 mm, it is flexible and provides a suitable elastic wall against external force.

【0038】(発明の効果)このように本発明の立体網
状構造物は、嵩高で空隙率の大きい立体網状部が強靭に
して耐蝕性に優れた構造物に形成されているため、漂砂
制御材として使用した場合とは、潮流に対して適度な抵
抗力を有して海底の漂砂域における潮流の減速効果を発
揮し、波と潮流によって海岸で発生する漂砂が沖へ持ち
運ばれるのを防止することができる。
(Effect of the Invention) As described above, the three-dimensional network structure of the present invention has a bulky, high porosity three-dimensional network structure formed to be tough and excellent in corrosion resistance. When it is used as, it has a moderate resistance to tidal currents and exhibits the effect of decelerating tidal currents in the drift area on the seabed, preventing drifting sand generated on the coast by waves and tidal currents from being carried offshore can do.

【0039】また、人工魚礁として使用した場合にも同
様な潮流減速効果を発揮するとともに、該立体網状構造
物を形成する連続線条で形成された立体網状部や粗目ネ
ットに連続線条が交絡し、圧着または接着して形成され
た微細な凹凸が海藻の泡子が活着する基盤として最適な
場を提供することになり、海中生物が繁茂する。したが
って子魚等の絶好の餌場と待避場所を提供することがで
きる。
When used as an artificial fish reef, the same tidal current deceleration effect is exhibited, and the continuous filaments are entangled with the three-dimensional net portion or coarse net formed by the continuous filaments forming the three-dimensional network structure. Then, the fine irregularities formed by pressing or adhering provide an optimal place as a base on which seaweed foams take root, and marine organisms prosper. Therefore, it is possible to provide an excellent feeding place and shelter for larvae and the like.

【0040】また、立体網状構造物を土止め材として使
用した場合には、曲げ弾性率が大きいから土圧等の外力
に対して抵抗力を示すと共に、網状構造物の平行光線透
過率の小さいものは連続線条で形成された立体網状部で
土砂流出が阻止される。従って土砂流出による地盤沈下
が阻止できる。
When the three-dimensional net-like structure is used as an earth retaining material, since it has a large bending elastic modulus, it exhibits a resistance to an external force such as earth pressure and the like, and has a low parallel light transmittance of the net-like structure. The thing is a three-dimensional net-like part formed by continuous filaments, and the outflow of sediment is prevented. Therefore, land subsidence due to sediment runoff can be prevented.

【図面の簡単な説明】[Brief description of the drawings]

図1は、本発明の立体網状構造物の一例を示す部分斜視
図である。図2は、図1のA−A線断面図である。図3
は、本発明の立体網状構造物の製造工程を示す概略側面
図である。図4は、搬送体の一部を示す斜視図である。
図5は、漂砂制御材の一例を示す一部破断概略斜視図で
ある。図6は、人工魚礁の一例を示す一部破断概略斜視
図である。図7は、シガラ工の一例を示す一部破断概略
斜視図である。図8は、図7のシガラ工を上方から見た
平面図である。
FIG. 1 is a partial perspective view showing an example of the three-dimensional network structure of the present invention. FIG. 2 is a sectional view taken along line AA of FIG. FIG.
FIG. 2 is a schematic side view showing a manufacturing process of the three-dimensional network structure of the present invention. FIG. 4 is a perspective view showing a part of the carrier.
FIG. 5 is a partially broken schematic perspective view showing an example of the sand drift control material. FIG. 6 is a partially broken schematic perspective view showing an example of the artificial reef. FIG. 7 is a partially broken schematic perspective view showing an example of a cigar work. FIG. 8 is a plan view of the shigara of FIG. 7 as viewed from above.

【符号の表示】[Display of sign]

1 立体網状構造物 2 立体網状部 3 粗目ネット 4 骨材部 5 連続線条 11 溶融紡糸機 12 紡糸ノズル 13 山部 14 谷部 15 搬送体 16 スペースローラー 17 スペースローラー 18 スペースローラー 19 ニップローラー 31 漂砂制御材 32 コンクリートブロック 33 人工魚礁 34 土止め材 35 支柱 36 地山 REFERENCE SIGNS LIST 1 solid network structure 2 solid network part 3 coarse net 4 aggregate part 5 continuous filament 11 melt spinning machine 12 spinning nozzle 13 mountain part 14 valley part 15 carrier 16 space roller 17 space roller 18 space roller 19 nip roller 31 sand drift Control material 32 Concrete block 33 Artificial reef 34 Retaining material 35 Prop 36 Ground

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 線径0.1〜2.0mmの熱可塑性合成
重合体からなる多数の連続線条の各々が不規則に屈曲し
て相互に交差しつつ山部、谷部を形成して所定の幅、長
さの平面を形成しながら長手方向に延び、且つそれぞれ
の交差点において熱接着されてなるマット状網状体に粗
目ネットが重ね合わされ、該連続線条が粗目ネットに交
絡することにより一体化してなる立体網状構造物。
1. A plurality of continuous filaments made of a thermoplastic synthetic polymer having a wire diameter of 0.1 to 2.0 mm are each irregularly bent to form peaks and valleys while intersecting each other. By extending the longitudinal direction while forming a plane of a predetermined width and length, and a coarse net is superimposed on a mat-like net formed by heat bonding at each intersection, and the continuous filaments are entangled with the coarse net. A three-dimensional net-like structure that is integrated.
【請求項2】 粗目ネットは2層以上重ね合わされてお
り、厚さ方向の平行光線透過率が5〜90%、曲げ弾性
率が5000〜100000kgf/cm2 (JISK
7203測定法による)である請求項1記載の立体網状
構造物。
2. The coarse net has two or more layers superimposed on each other, and has a parallel light transmittance in the thickness direction of 5 to 90% and a flexural modulus of 5000 to 100000 kgf / cm 2 (JISK).
The three-dimensional network structure according to claim 1, wherein the three-dimensional network structure is determined by a 7203 measuring method).
【請求項3】 粗目ネットはひとつの目の大きさが5〜
100cm2 、引張り強度500kgf/m以上の熱可
塑性重合体からなる格子状成型物である請求項1記載の
立体網状構造物。
3. The coarse net has one eye size of 5 to 5.
100 cm 2, lattice-shaped molded product a which claim 1 steric network structure according consisting tensile strength 500 kgf / m or more thermoplastic polymers.
JP07074497A 1997-03-07 1997-03-07 Three-dimensional network structure and manufacturing method thereof Expired - Fee Related JP3766504B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07074497A JP3766504B2 (en) 1997-03-07 1997-03-07 Three-dimensional network structure and manufacturing method thereof

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Application Number Priority Date Filing Date Title
JP07074497A JP3766504B2 (en) 1997-03-07 1997-03-07 Three-dimensional network structure and manufacturing method thereof

Publications (2)

Publication Number Publication Date
JPH10249969A true JPH10249969A (en) 1998-09-22
JP3766504B2 JP3766504B2 (en) 2006-04-12

Family

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Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011152779A (en) * 2010-01-26 2011-08-11 Morimura Kosan Kk Composite and manufacturing method thereof
CN110150006A (en) * 2019-03-19 2019-08-23 福建农业职业技术学院 A kind of three layers of multi-level high benefit ecological solid native woods of sand prevention

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011152779A (en) * 2010-01-26 2011-08-11 Morimura Kosan Kk Composite and manufacturing method thereof
CN110150006A (en) * 2019-03-19 2019-08-23 福建农业职业技术学院 A kind of three layers of multi-level high benefit ecological solid native woods of sand prevention
CN110150006B (en) * 2019-03-19 2021-06-29 福州市长乐区巧通工业设计有限公司 Multi-level high-benefit three-layer ecological sand-prevention soil-fixation forest

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