JP2639504B2 - Three-dimensional network structure - Google Patents

Three-dimensional network structure

Info

Publication number
JP2639504B2
JP2639504B2 JP63189198A JP18919888A JP2639504B2 JP 2639504 B2 JP2639504 B2 JP 2639504B2 JP 63189198 A JP63189198 A JP 63189198A JP 18919888 A JP18919888 A JP 18919888A JP 2639504 B2 JP2639504 B2 JP 2639504B2
Authority
JP
Japan
Prior art keywords
dimensional
thread
network structure
nonwoven fabric
dimensional network
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 - Fee Related
Application number
JP63189198A
Other languages
Japanese (ja)
Other versions
JPH0238038A (en
Inventor
茂三 小島
和彦 栗原
修一 村上
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.)
KOBUNSHI KAKO KENKYUSHO KK
Original Assignee
KOBUNSHI KAKO KENKYUSHO KK
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Filing date
Publication date
Application filed by KOBUNSHI KAKO KENKYUSHO KK filed Critical KOBUNSHI KAKO KENKYUSHO KK
Priority to JP63189198A priority Critical patent/JP2639504B2/en
Publication of JPH0238038A publication Critical patent/JPH0238038A/en
Application granted granted Critical
Publication of JP2639504B2 publication Critical patent/JP2639504B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Laminated Bodies (AREA)
  • Moulding By Coating Moulds (AREA)
  • Nonwoven Fabrics (AREA)

Description

【発明の詳細な説明】 a)発明の技術分野 本発明は糸状繊維より構成された立体的網状構造物に
関するものであって、コンクリート補強材、プラスチッ
クス補強材、繊維主体の立体的軽量構造物を提供するも
のである。
Description: TECHNICAL FIELD The present invention relates to a three-dimensional net-like structure composed of thread-like fibers, which is a concrete reinforcing material, a plastics reinforcing material, and a three-dimensional lightweight structure mainly composed of fibers. Is provided.

b)従来の技術と発明が解決しようとする問題点 従来コンクリートの補強には専ら鋼線、鋼棒が用いら
れていたが、近時コンクリート構造物を軽量にし、又海
水等に対する耐蝕性を高めるため、比重が小さく錆びる
おそれがない繊維材料を以て鋼材に置き換えようとする
要求が大きくなってきた。更にマトリックスにも軽量物
を用いて、軽量で強度を有する材料を作ることも要求さ
れ始めている。
b) Problems to be solved by the prior art and the invention Conventionally, steel wires and steel rods have been used exclusively for reinforcement of concrete. Recently, however, concrete structures have been reduced in weight and corrosion resistance against seawater and the like has been improved. For this reason, there has been an increasing demand for replacing steel materials with fibrous materials having a low specific gravity and having no risk of rusting. Further, it has been required to use a lightweight material for the matrix to produce a lightweight and strong material.

繊維をコンクリートに入れて補強材とすることは、既
にモルタルに短繊維を入れて分散せしめた後、型に注入
する方法がある。この方法は板状物を作るに適してい
て、コンクリートの引っ張り強度を著しく高める。糸状
繊維による補強法は、繊維を棒状に建材用鉄筋の形に固
めたFRPがあるが、之は鉄筋の代用になる棒材であるに
過ぎない。
In order to make the reinforcing material by putting the fiber in concrete, there is a method in which short fiber is already put in mortar, dispersed, and then poured into a mold. This method is suitable for making slabs and significantly increases the tensile strength of concrete. There is FRP in which fiber is reinforced in the form of rods for building materials in the form of rods, but this is only a substitute for reinforcing rods.

糸状繊維によって立体的網状構造を形成し之をコンク
リートの中に繊維にたるみがない状態で埋没せしめれ
ば、鉄筋コンクリートと同様の強度を有するコンクリー
ト材が得られる。プラスチックスを繊維によって補強す
ることは短繊維をマトリックスの中に分散せしめてその
強度を高めるものと、むしろ繊維を主体として之を樹脂
によって固めたと見るべきものとがある。繊維の立体構
成物によってプラスチックスを補強することは未だその
例を見ないが、コンクリートに対すると同様に補強材と
して使用することは可能であり、更に繊維立体構成物を
樹脂等によって固めれば、独立して強度のある立体構造
物として使用することも可能である。
If a three-dimensional net-like structure is formed by the thread-like fibers and the fiber is buried in the concrete with no slack in the fiber, a concrete material having the same strength as reinforced concrete can be obtained. Reinforcement of plastics with fibers involves increasing the strength by dispersing short fibers in a matrix, and, rather, by reinforcing fibers with resin as the main component. Reinforcement of plastics with a three-dimensional structure of fibers has not yet been seen, but it is possible to use it as a reinforcing material in the same way as for concrete, and if the three-dimensional fiber structure is further solidified with a resin or the like, It is also possible to use independently as a strong three-dimensional structure.

従来立体網状構造体としては3次元織物が有名である
が、この方法は生産速度が遅く、また装置が複雑で大形
の製品を製造する装置は高価であるので、一般のコンク
リート補強体やFRP分野への適応は困難であった。
Conventionally, three-dimensional fabrics are well known as three-dimensional net-like structures. However, this method has a low production speed, and the equipment is complicated and the equipment for producing large products is expensive. Adaptation to the field was difficult.

織物やランダム不織布を成層構造にして立体構造体を
製造する試みもあるが、何れも構成している糸が屈曲し
ており、糸の持っている伸張弾性率を十分に発揮させる
ことができない。また織物では2mm以上の粗目の組織を
作るには特殊製法を用いねばならず、ランダム不織布で
は粗目の網状構造はできない。
Although there are attempts to produce a three-dimensional structure by using a woven fabric or a random non-woven fabric as a layered structure, the yarn constituting each of them is bent, and the extension elastic modulus of the yarn cannot be sufficiently exhibited. In addition, a special manufacturing method must be used to make a coarse structure of 2 mm or more in a woven fabric, and a coarse net structure cannot be made in a random nonwoven fabric.

このように従来技術によるのでは、糸をその持ってい
る弾性率を十分に発揮させるよう直線状を保たせて構成
した立体構造を作ることは困難で、又粗い網目の立体構
造体を生産性良く低コストで製造することもできなかっ
た。
As described above, it is difficult to make a three-dimensional structure formed by keeping a straight line so that the elasticity possessed by the yarn is sufficiently exhibited by using the conventional technology, and a three-dimensional structure having a coarse mesh can be produced at a high productivity. It could not be manufactured well at low cost.

c)問題点を解決するための手段 繊維材料の特徴は抗張力と柔軟性をもつことである。
之を立体的構成を有する補強材として用いようとする時
に、その柔軟性を加工の際に利用し、構造体を構成した
後は抗張力を発揮せしめれば有利に使用することができ
る。繊維は圧縮には弱いと言ってもその束を樹脂等を用
いて固めれば圧縮、曲げに耐えるようになる。
c) Means for solving the problem The characteristic of the fiber material is that it has tensile strength and flexibility.
When this is used as a reinforcing material having a three-dimensional structure, it can be advantageously used if its flexibility is utilized in processing and a tensile strength is exhibited after the structure is formed. Even if the fibers are weak against compression, if the bundle is hardened using a resin or the like, the fibers can withstand compression and bending.

本出願人等は性能の良い立体構造体を効率良く安価に
製造することを鋭意研究した結果、伸張弾性率1000Kg/m
m2以上を有する糸状物が直交又は斜交して粗目の網目を
構成する網状不織布を用い、之を層状態に平行に配置
し、その層間を波形、山形、コの字形等に屈曲する網状
不織布によって結合した多層構造の立体的網状構造体に
到達した。
The present applicants have conducted extensive research on efficiently and inexpensively producing a three-dimensional structure having good performance, and as a result, the elastic modulus of extension was 1000 kg / m.
using a net-like nonwoven filament having a m 2 or more to constitute a coarse mesh shaking orthogonal or oblique, this was placed in parallel to the layer state, bending the interlayer waveform, Yamagata, a U-shape such as mesh A multi-dimensional three-dimensional network joined by a non-woven fabric has been reached.

本出願人等は既に糸による直交積層体の製法(特公昭
51−9067号、特公昭53−38783号)や斜交不織布の製法
(特公昭62−54904号)を発明し工業化しているが、本
発明はこれらの不織布の応用発明でもある。これらの不
織布の生産速度は、織物に比較して桁違いに速く(40−
50m/分)、構成する糸は基本的には直線状を保ってお
り、広範囲なピッチの粗目構造の組織を作ることができ
る。この粗目の組織は接着材で固定されているので網目
の乱れがなく、マトリックス充填の抵抗にもよく耐え
る。糸間の接着に使用する接着剤を適当に選べば、マト
リックスとの親和性を増し、特別のアンカー処理をする
必要がないので物性的にも経済的にも有利である。
The present applicant has already made a method of manufacturing an orthogonal laminated body using yarn (Japanese
No. 51-9067, Japanese Patent Publication No. 53-38783) and an oblique nonwoven fabric manufacturing method (Japanese Patent Publication No. 62-54904) have been invented and industrialized, but the present invention is also an applied invention of these nonwoven fabrics. The production speed of these nonwoven fabrics is orders of magnitude faster than that of woven fabrics (40-
50m / min), the constituent yarns are basically kept straight, and a texture with a coarse structure with a wide range of pitches can be created. Since this coarse structure is fixed with an adhesive, there is no disorder in the network, and the structure is well resistant to matrix filling. If the adhesive used for the adhesion between the yarns is appropriately selected, the affinity with the matrix is increased, and there is no need to perform a special anchor treatment, which is advantageous in both physical properties and economy.

立体網状構造体の目的とするところは、樹脂やコンク
リートなどをマトリックスとして充填して曲げ強度や引
張り強度が高く、ひび割れ等にも抵抗力のある構造体を
造ることである。そのために伸張弾性率の高い糸を使用
し、しかもその糸を直線的に配置し、マトリックス充填
のためには充填抵抗を小さくするために網状の構造にす
る。網目間隔は少なくとも2mm以上、FRPの場合には5mm
以上、コンクリートの場合には30mm以上が必要である。
ここで網目間隔とは平行して走行する糸の間の間隔であ
る。
The purpose of the three-dimensional net-like structure is to fill a resin, concrete, or the like as a matrix to produce a structure having high bending strength and tensile strength, and having resistance to cracks and the like. For this purpose, a yarn having a high elongation modulus is used, and furthermore, the yarn is arranged linearly, and for matrix filling, a net-like structure is used to reduce the filling resistance. Mesh spacing is at least 2mm, 5mm for FRP
As mentioned above, in the case of concrete, 30 mm or more is required.
Here, the mesh interval is an interval between yarns running in parallel.

糸状物による網状平面材としては経緯積層不織布、斜
交積層不織布を用いる。ここに於て糸状物とは糸、糸の
束、トウ、スライバー、ロービング等繊維、又は繊維の
集合によって構成されている連続体を意味する。構造物
中にあって長年月に亙って強力を維持する繊維材料とし
てはビニロン、カーボン繊維、ガラス繊維、ケブラー等
がある。
As the net-like flat material of the thread-like material, a weft-laminated nonwoven fabric or an oblique laminated nonwoven fabric is used. Here, the term thread refers to a thread, a bundle of threads, a fiber such as a tow, a sliver, a roving, or a continuous body composed of a collection of fibers. The fibrous materials in the structure that maintain strength for many months include vinylon, carbon fiber, glass fiber, Kevlar and the like.

この不織布を別に用意した剛性をもつ枠の中に張る、
又は樹脂などによって固めれば、剛性をもって平面状を
保つようになる。数枚の平面状不織布を平行に置き、各
層の間に波状に屈曲させた不織布網を置き各要素を接
着、糸状物による結び等の結合法などを用いて接合せし
めれば平面状不織布は一定の間隔に保たれる。各構成要
素になる不織布は必ずしも剛性をもっていなくてもよ
い。少なくとも最も外側にある平面状不織布を剛性を保
つ如くしておいて、補助具を用いてその不織布を所定の
距離を保たしめる如く引きはなせば、中間にある要素は
それぞれ引っ張られて緊張し、中間の平面不織布も平面
状を保つ。間に用いる波状不織布は必ずしも予め網状に
積層加工したものでなくとも、糸状物を直接用いてもよ
い。
Put this non-woven fabric in a rigid frame prepared separately,
Alternatively, if it is solidified with a resin or the like, it will maintain a planar shape with rigidity. Place several flat non-woven fabrics in parallel, place a wavy bent non-woven fabric between each layer, and bond each element using a bonding method such as knotting with thread-like material. Are kept at intervals. The nonwoven fabrics that constitute each component need not necessarily have rigidity. If at least the outermost planar non-woven fabric is kept rigid, and the non-woven fabric is pulled using an assisting tool to keep the non-woven fabric at a predetermined distance, each of the intermediate elements is pulled and tensioned, The intermediate flat nonwoven fabric also keeps a flat shape. The corrugated nonwoven fabric used in between does not necessarily have to be laminated in advance in a net shape, but may be a thread-like material directly.

最外層にある積層不織布に平面を保持させるよう剛性
を与えることは、立体的構成を組む前に行ってもよい
し、構成後に加工してもよい。この構成物を構成する糸
状物に加工してもよい。この構成物を構成する糸状物は
柔軟なので、補強材として使用する直前まで中間要素の
柔軟性を残して置けば両側より押しつぶして偏平なもの
として扱うことができる。更に最外層の不織布の柔軟性
も残しておけば、之をロール状に巻き取っておくことも
できる。但しガラス繊維、カーボン繊維の如く脆い繊維
によって構成される場合には、偏平に押しつぶすことは
困難である。しかし中間の波状部に柔軟な材料を使用し
ておけば偏平につぶして保管することはできる。網状物
の目の粗さは、使用するモルタル中にある骨材が自由に
通過し得る程度のものがよい。立体的網目構造を構成す
る主成分は繊維糸状物であるが、便宜上部分的には金属
等を用いることがあっても立体的網状構造体の機能、重
量に大した影響はない。
Giving rigidity so that the laminated nonwoven fabric in the outermost layer retains a flat surface may be performed before forming a three-dimensional structure, or may be processed after forming. It may be processed into a thread forming this constituent. Since the thread-like material constituting this component is flexible, if it is left with the flexibility of the intermediate element until immediately before use as a reinforcing material, it can be crushed from both sides and treated as a flat material. Furthermore, if the flexibility of the outermost nonwoven fabric is also left, it can be wound up in a roll shape. However, it is difficult to squash flatly when it is composed of brittle fibers such as glass fibers and carbon fibers. However, if a flexible material is used for the middle corrugated portion, it can be flattened and stored. The mesh roughness of the mesh is preferably such that the aggregate in the mortar to be used can freely pass. The main component of the three-dimensional network structure is a fibrous thread. For convenience, even if a metal or the like is partially used, the function and weight of the three-dimensional network structure are not significantly affected.

d)図面による説明 以下図面によって本発明の詳細を説明する。d) Description with Drawings The details of the present invention will be described below with reference to the drawings.

第1図は本発明の繊維による立体的網状構造体の主原
料とする積層不織布の一例を示す。図に於て1は経糸と
なる糸状物、2は緯糸となる糸状物であり、3は経と緯
の糸状物の接着点である。第2図は斜交積層不織物布の
一例を示す。4、4′は斜交する糸状物である。複数の
糸が一点が交る必要は必ずしもない。
FIG. 1 shows an example of a laminated nonwoven fabric as a main raw material of a three-dimensional network structure made of fibers of the present invention. In the figure, 1 is a thread-like material serving as a warp, 2 is a thread-like material serving as a weft, and 3 is an adhesion point of the thread-like material of warp and weft. FIG. 2 shows an example of an oblique laminated nonwoven fabric. Reference numerals 4 and 4 'denote oblique thread-like objects. It is not necessary for a plurality of yarns to intersect at one point.

第1又は2図に示す如く平面状積層不織布A0,A1…,An
を第3図に断面によって示す如く平行に配置し、各網の
間にそれぞれ波状に屈曲させた積層不織布B0,B1……を
配置し、その接点Cを接合する。接合の方法は接着でも
よいし他の糸状物によって結んでもよい。或は第4図に
示す如く糸状物5を接点Cの近くの網を構成する糸状物
に編組して接点を接合してもよい。又波状の不織布B0,B
1……は積層不織布でなくとも糸状物を糸状のまゝ用い
てもよい。糸状のまゝ用いる例の一つとして第5図に示
す如く、スパイラル状にして網目の間に一部を突出せし
め、そこに結合線Eを挿入することによって接合点を連
続的に形成する方法がある。結合線としては金属線、又
は予め硬化した糸状物等を用いればよい。第6図に示す
如く、糸状物等によって楕円形のリンクDを作ってお
き、そのリンクと結合線Eを組み合せて連続接合部を形
成させることもできる。
As shown in FIG. 1 or 2, the planar laminated nonwoven fabric A0, A1.
Are arranged in parallel as shown by the cross section in FIG. 3, laminated non-woven fabrics B0, B1,... The joining method may be adhesion or tying with another thread. Alternatively, as shown in FIG. 4, the thread 5 may be braided into a thread forming a net near the contact C to join the contacts. Wavy non-woven fabric B0, B
1 is not limited to a laminated nonwoven fabric, and a thread may be used in the form of a thread. As shown in FIG. 5, as one example of a thread-like shape, a method of forming a joint in a spiral shape, protruding a part between meshes, and inserting a joining line E there to continuously form joint points. There is. As the bonding wire, a metal wire or a thread-like material that has been cured in advance may be used. As shown in FIG. 6, it is also possible to form an elliptical link D with a thread or the like and combine the link with the connecting line E to form a continuous joint.

本発明の繊維による構造体は、上記の如く直線状を保
つ糸状物による網状平面体を接合点の間に於てはほゞ直
線を保つ糸状物又はリンクを用いて結合し、直線糸状物
の組合せによって組み立てた立体的構造体である。之を
コンクリートの補強用に使用して効果を上げるのみなら
ず、プラスチックスの補強用として使用することもでき
る。殊に発泡プラスチックスの補強体として埋め込め
ば、発泡体の弾性変形を制限し、或は変形に方向性を与
えることができる。又小さな力には殆ど変形しない超軽
量プラスチックスを作ることも可能になる。
The structure made of the fiber of the present invention is obtained by connecting a net-like flat body made of a thread that keeps a straight line as described above using a thread or a link that keeps a substantially straight line between the joining points, and It is a three-dimensional structure assembled by combination. Not only can this be used to reinforce concrete, but it can also be used to reinforce plastics. Especially when embedded as a reinforcement of foamed plastics, it is possible to limit the elastic deformation of the foam or to give directionality to the deformation. It also makes it possible to produce ultra-light plastics that are hardly deformed by small forces.

コンクリート等、固化した後は剛性を有する物質の補
強材として使用する場合には、マトリックスが固化する
までの間、繊維構成体の各成分に緊張を与え、少なくと
もたるまないように維持してあれば、例えば、第3図に
於ける積層不織布A0,A1……が緊張していて、B0,B1……
の接点の間にある要素がたるまず、又第5図に於けるス
パイラル線Fが緊張を保ち、更に又第6図に於てリンク
D0,D1……が接合点に於て緊密に連結されてあれば、マ
トリックスの固化後も緊張を維持して、補強材としての
効果を発揮する。
When used as a reinforcing material of a rigid material after solidification, such as concrete, if each component of the fiber structure is strained until the matrix solidifies, it must be maintained at least without sagging. For example, the laminated nonwoven fabrics A0, A1 ... in FIG. 3 are tensed, and B0, B1 ...
The element between the contact points of FIG. 1 does not sag, the spiral line F in FIG. 5 keeps the tension, and the link in FIG.
If D0, D1... Are tightly connected at the joint, the tension is maintained even after the matrix is solidified, and the effect as a reinforcing material is exhibited.

発泡体の如き弾性体物質の補強に用い、或は繊維主体
の立体構造物を目的とする場合には、構成各成分を樹脂
等を用いて硬化しておく。若しその構造体に特殊な弾性
変形が要求される場合には、硬化しない成分要素を残せ
ばその部分は変形し易く、その未硬化部の分布を計画す
ることにより要求に応じた弾性変形をする物を得ること
ができる。
When used for reinforcing an elastic substance such as a foam, or when a three-dimensional structure mainly composed of fibers is intended, the constituent components are cured using a resin or the like. If a special elastic deformation is required for the structure, that part is easy to deform if the uncured component element is left, and the elastic deformation according to the request is planned by planning the distribution of the uncured part. You can get what you want.

実施例 1 ビニロン系の束を糸状物原料とする斜交積層不織布を
平面状に広げ、その上に同じビニロン糸斜交積層不織布
を波状に屈曲させてのせ、波状物の谷が下の平面網と接
する点を糸によって逐次結び、更に波状不織布の上に別
の平面状不織布をのせて、その接点を逐次同様に接合し
て第3図にその断面を示す立体的網状構成体を得た。こ
の構成体の最外層にある平面状網A0,Anを外枠(図示し
てない)に張って緊張させ、別の補助具(図示してな
い)によってA0,Anの距離を離して保てば、各構成成分
は緊張して立体的構造を保つた。
Example 1 An oblique laminated nonwoven fabric using a vinylon-based bundle as a raw material for a filamentous material is spread in a plane, and the same vinylon yarn oblique laminated nonwoven fabric is bent in a wavy shape thereon. The points in contact with were successively tied with a thread, and another planar non-woven fabric was further placed on the wavy non-woven fabric, and the contacts were successively joined in the same manner to obtain a three-dimensional net-like structure whose cross section is shown in FIG. The plane net A0, An on the outermost layer of this structure is stretched on an outer frame (not shown) and tensioned, and the distance between A0 and An can be kept apart by another auxiliary tool (not shown). If so, each component was strained and maintained a three-dimensional structure.

更にこの立体的構造体を組立てる際、糸状物に熱硬化
成樹脂を含浸させ、組立後緊張下に熱硬化処理を行っ
た。硬化後の立体的構成体は使用する糸状態物の太さが
大きい程高い強度と弾性度を有する構造物であった。又
之を樹脂発泡体の中に埋め込んだ処、極めて軽量な方向
によって弾性率が異なる樹脂塊を得た。
Further, at the time of assembling the three-dimensional structure, the filamentous material was impregnated with a thermosetting resin, and after the assembly, a thermosetting treatment was performed under tension. The three-dimensional structure after curing was a structure having higher strength and elasticity as the thickness of the used thread material was larger. By embedding it in a resin foam, a resin mass having a different elastic modulus depending on the direction of extremely light weight was obtained.

実施例 2 カーボン繊維ロービングによって作られた経緯積層不
織布A0,A1…を第5図に示す如く平行に置き、糸状物に
よって構成したA0等の目のピッチに相当するピッチを有
するスパイラル線Fの一部を網目を通してのぞかせ、そ
の間に剛性を有する結合線Eを通すことによって、逐次
平面状積層布とスパイラル線を組み、立体的網状構造体
を組み上げた。この構造体は最外層の積層布を張ると共
に規定間隔に引き離せば剛的立体構造を保つ。又最外層
の間隔を縮めれば、接合点が緩み且つスパイラル状の糸
状物が変形し、その占有する体積を小さくすることがで
きる。
Example 2 Laminated nonwoven fabrics A0, A1,... Made by carbon fiber roving are placed in parallel as shown in FIG. 5, and one of spiral wires F having a pitch corresponding to the pitch of the meshes of A0 or the like constituted by a thread is formed. The part was peeped through a mesh, and a rigid bonding line E was passed between them, thereby sequentially assembling a planar laminated cloth and a spiral wire, thereby assembling a three-dimensional network structure. This structure maintains a rigid three-dimensional structure when the outermost layer of the laminated fabric is stretched and separated at a specified interval. Also, if the distance between the outermost layers is reduced, the joining point is loosened and the spiral thread is deformed, so that the occupied volume can be reduced.

この構成体の最外層の不織布を樹脂によって固め、そ
の間隔をデスタントピースによって維持せしめてコンク
リート補強材として用いた処、所期の強度のコンクリー
ト築造物を得た。
The outermost nonwoven fabric of this structure was solidified with a resin, and the interval was maintained by a detent piece to be used as a concrete reinforcing material to obtain a concrete structure having a desired strength.

実施例 3 ビニロン糸を原料とする経緯積層不織布A0,A1…を第
6図に示す如く平行に置き、金属線又は糸状物で作られ
た楕円形リンクDを積層布の目を通して逐次直線状に並
べ、リンクの端の空間を通して金属線を挿入し、リンク
と平面的網状物を図示する如く接合した。この立体的網
状構造物は最外層の網A0,Anを広げて規定距離を保たせ
れば、構成各要素は緊張して立体的構造物になる。つぶ
せば偏平となり、又その連続体は芯の上に巻いて保存す
ることができる。
Example 3 Weft-laminated nonwoven fabrics A0, A1... Using vinylon yarn as a raw material are placed in parallel as shown in FIG. 6, and an elliptical link D made of a metal wire or a thread-like material is successively linearly passed through the mesh of the laminated fabric. The links were lined up, a metal wire was inserted through the space at the end of the link, and the link and the flat mesh were joined as shown. If the three-dimensional net-like structure is maintained at a specified distance by expanding the outermost nets A0 and An, the constituent elements are strained to become a three-dimensional structure. Flattened when crushed, and the continuum can be stored by winding it on a core.

この立体的構造体を熱硬化性発泡樹脂の中に補強材と
して埋没させた。得られた樹脂塊は極めて軽量であって
高い強度と剛性度をもっていた。
This three-dimensional structure was buried as a reinforcing material in a thermosetting foamed resin. The obtained resin mass was extremely lightweight and had high strength and rigidity.

e)発明の効果 本発明の繊維構成体は従来コンクリート補強用に使用
されていた鉄筋に比べ軽量で且つ海水等による腐蝕のお
それがないので、之を使用することによりコンクリート
構造物の設計が容易になったばかりでなく、予め作って
ある繊維構成体を便宜な場所で広げて緊張硬化せしめて
から型枠に組込んで補強材とすればよいので、建設現場
に於ける作業が簡素化された。
e) Effects of the Invention Since the fiber construct of the present invention is lighter in weight and less likely to be corroded by seawater or the like than the reinforcing bars conventionally used for concrete reinforcement, the use of the fiber construct facilitates the design of concrete structures. In addition, the prefabricated fiber structure can be spread out in a convenient place, tension-hardened, and then assembled into the formwork as a reinforcing material, simplifying work at the construction site. .

更にプラスチックスその他の材料の、殊に発泡体の補
強に使用して、強度、剛性、弾性について特長を与える
ことができ、又繊維主体の立体的構造体を強度を有する
軽量な構造要素として利用し得る途を開いた。
In addition, it can be used to reinforce plastics and other materials, especially foams, to give it strength, rigidity and elasticity, and use fiber-based three-dimensional structures as strong, lightweight structural elements. I opened my way to do it.

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

第1図は本発明の原料とする経緯積層不織布の一例を示
す。第2図は斜交積層不織布の一例を示す。 第3図は平面網状構造積層不織布と波形網状構造積層不
織布を数層重ねたものの断面図。第4図は平面網状構造
積層不織布をその間の波形不織布に編組によって接合す
る例を説明する平面図。第5図は平面網状構造積層不織
布をスパイラル線によって結合する例を示す斜視図。第
6図は平面網状構造積層不織布の各層をリンクによって
結合する例を説明する断面図である。 図中の番号、記号の説明 1……糸状物、経、2……糸状物、緯 3……接着点、4、4′……糸状物、斜交 5……編組糸 A……平面網状構造積層不織布 B……層間波状網状構造積層不織布 C……接合点、D……リンク、E……結合線 F……スパイラル線
FIG. 1 shows an example of a weft laminated nonwoven fabric as a raw material of the present invention. FIG. 2 shows an example of an oblique laminated nonwoven fabric. FIG. 3 is a cross-sectional view of several layers of a plane network structure laminated nonwoven fabric and a corrugated network structure laminated nonwoven fabric. FIG. 4 is a plan view for explaining an example in which the plane net structure laminated nonwoven fabric is joined to the corrugated nonwoven fabric therebetween by braiding. FIG. 5 is a perspective view showing an example in which the planar net-structure laminated nonwoven fabric is joined by a spiral wire. FIG. 6 is a cross-sectional view for explaining an example in which the layers of the planar network structure laminated nonwoven fabric are joined by a link. Explanation of the numbers and symbols in the drawing 1... Thread, warp, 2... Thread, weft 3. Structural laminated nonwoven fabric B ... Laminated interlayer nonwoven fabric laminated nonwoven fabric C ... Junction point, D ... Link, E ... Binding line F ... Spiral line

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】伸張弾性率1000Kg/mm2以上を有する糸状物
を基本的には直線状を保って組織することによって得ら
れた網目間隔2mm以上の網状構造の不織布の複数枚を、
平行に平面を保って並ばしめ、その間を波形、山形、コ
の字形等に屈曲させた網状構造の不織布又は糸状物によ
って結合して成層構成した立体的網状構造体
Claims 1. A plurality of nonwoven fabrics having a mesh structure with a mesh interval of 2 mm or more obtained by organizing a filament having an elongation modulus of 1000 kg / mm 2 or more while maintaining a linear shape.
A three-dimensional net-like structure that is layered by keeping parallel planes and connecting them with a non-woven fabric or thread-like material with a net-like structure that is bent in a corrugated, chevron, or U-shape.
【請求項2】請求項1に於ける立体的網状構造に於て、
平面状不織布と波形、山形、コの字形の不織布又は糸状
物を接着、糸による結び又は編組によって点状又は線状
に接合した結合構造を有する立体的網状構造体
2. The three-dimensional network structure according to claim 1,
A three-dimensional net-like structure having a bonding structure in which a flat nonwoven fabric and a corrugated, chevron-shaped, or U-shaped nonwoven fabric or a thread-like material are bonded in a dotted or linear manner by bonding, knotting or braiding with a thread.
【請求項3】請求項1に於ける立体的網状構造に於て、
複数の平面網状構造積層不織布を一定長の多数のリンク
によって結合してそれぞれの間隔を保たしめる構造の立
体的網状構造体
3. The three-dimensional network structure according to claim 1,
A three-dimensional network structure with a structure in which a plurality of planar network-structured laminated nonwoven fabrics are connected by a number of links of a certain length to keep the distance between them
【請求項4】請求項1,2,3に於ける立体的網状構造体に
於て、構成要素の一部又は全部が柔軟であり、少なくと
も最外層にある平面網状構造積層不織布に平面を保たし
め、且つそれを規定距離に保持する補助手段を用いるこ
とによって各構成要素の緊張を保たしめ得ることを特徴
とする立体的網状構造体
4. The three-dimensional network structure according to claim 1, 2 or 3, wherein a part or all of the constituent elements are flexible, and at least the plane network structure laminated nonwoven fabric on the outermost layer keeps a flat surface. A three-dimensional net-like structure characterized in that the tension of each component can be maintained by using an auxiliary means for holding and maintaining the same at a specified distance.
【請求項5】請求項1,2,3に於ける立体的網状構造体の
各構成成分が樹脂等によって固められている立体的網状
構造体
5. A three-dimensional network structure wherein each component of the three-dimensional network structure according to claim 1, 2 or 3 is solidified by a resin or the like.
JP63189198A 1988-07-28 1988-07-28 Three-dimensional network structure Expired - Fee Related JP2639504B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63189198A JP2639504B2 (en) 1988-07-28 1988-07-28 Three-dimensional network structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63189198A JP2639504B2 (en) 1988-07-28 1988-07-28 Three-dimensional network structure

Publications (2)

Publication Number Publication Date
JPH0238038A JPH0238038A (en) 1990-02-07
JP2639504B2 true JP2639504B2 (en) 1997-08-13

Family

ID=16237163

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63189198A Expired - Fee Related JP2639504B2 (en) 1988-07-28 1988-07-28 Three-dimensional network structure

Country Status (1)

Country Link
JP (1) JP2639504B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2512467Y2 (en) * 1990-05-17 1996-10-02 東レ株式会社 Three-dimensional reinforcing material and fiber reinforced composite material using the same
JP3147183B2 (en) * 1991-07-11 2001-03-19 大日本インキ化学工業株式会社 Prepreg
CA2802315C (en) * 2010-11-03 2015-01-06 Birgit Reiter Pile layer with carbon-fiber encompassing bundles
JP7017672B2 (en) * 2016-04-01 2022-02-09 株式会社Hpc沖縄 Manufacturing method of fiber cell structure concrete

Also Published As

Publication number Publication date
JPH0238038A (en) 1990-02-07

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