JPH0515862B2 - - Google Patents
Info
- Publication number
- JPH0515862B2 JPH0515862B2 JP12928086A JP12928086A JPH0515862B2 JP H0515862 B2 JPH0515862 B2 JP H0515862B2 JP 12928086 A JP12928086 A JP 12928086A JP 12928086 A JP12928086 A JP 12928086A JP H0515862 B2 JPH0515862 B2 JP H0515862B2
- Authority
- JP
- Japan
- Prior art keywords
- structural material
- fibers
- long fibers
- knitted
- type
- 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 - Lifetime
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、引張り強度の低いコンクリート製の
構造用材料内に埋設して構造物の引張り強度を強
化する鉄筋やPC鋼線の代用に使用される構造用
材料に関する。[Detailed Description of the Invention] (Field of Industrial Application) The present invention is used as a substitute for reinforcing bars and PC steel wires that are buried in concrete structural materials with low tensile strength to strengthen the tensile strength of structures. related to structural materials.
(従来の技術)
従来、この種の構造用材料として、鉄筋が知ら
れているが、サビが生じたりして耐久性に問題が
あり、曲げ加工や配筋が困難で施工性も悪く、ま
た構造物を重量化するという不都合を有する。(Prior art) Reinforcing bars have traditionally been known as this type of structural material, but they have problems with durability due to rusting, are difficult to bend and arrange, and have poor workability. This has the disadvantage of increasing the weight of the structure.
かかる不都合を解消するものとして、本出願人
による特開昭61−290150号の特許出願に於いて、
引張り強度の大きな長繊維を引揃えた集合糸の複
数本を組紐状に編成し、各長繊維を互いに結着し
て成る構造用材料が提案されている。 In order to solve this inconvenience, in the patent application of Japanese Patent Application Laid-Open No. 61-290150, the present applicant
A structural material has been proposed in which a plurality of bundled yarns made of long fibers with high tensile strength are knitted into a braid shape, and the long fibers are bound together.
(発明が解決しようとする問題点)
前記提案の構造用材料は、組紐状に編成されて
いるので、多少その表面に凹凸を有し、これをコ
ンクリート構造用材料に埋設した場合、その凹凸
でコンクリートと摩擦力が生じるが、更に大きな
摩擦力を生じさせるために凹凸が大きい異型構造
に構成することが望まれる。(Problems to be Solved by the Invention) Since the structural material proposed above is knitted in the form of a braid, it has some unevenness on its surface, and when it is buried in a concrete structural material, the unevenness causes Frictional force is generated with the concrete, but in order to generate an even greater frictional force, it is desirable to construct it into an irregular structure with large irregularities.
本発明は、こうした要望を満足するように前記
提案の構造用材料を異型構造とすることを目的と
するものである。 The object of the present invention is to provide the above-mentioned proposed structural material with a modified structure so as to satisfy these demands.
(問題点を解決するための手段)
本発明では、この目的を達成すべく、コンクリ
ートよりも引張り強度の大きな長繊維を引揃えた
集合糸の複数本を組紐状に編成し、該各長繊維を
結合剤で互いに結着して成る構造用材料におい
て、少なくとも2種以上の径の集合糸を編成する
ようにした。(Means for Solving the Problems) In order to achieve this object, the present invention knits a plurality of bundled yarns made of long fibers having a higher tensile strength than concrete into a braid shape, and each long fiber In this structural material, bundled yarns of at least two or more different diameters are knitted in a structural material formed by binding together with a binder.
(実施例)
以下、添付図面に従つて本発明構造用材料の実
施例に付き説明する。(Examples) Examples of the structural material of the present invention will be described below with reference to the accompanying drawings.
図面は本発明構造用材料の1実施例を示すもの
で、1420デニールの芳香族ポリアミド繊維の長繊
維1を24本集束した太径の集合糸2と、該長繊維
1を8本集束した細径の集合糸3を各4組ずつ用
い、これら8組の集合糸2,3を丸打紐状に編成
すると共にエポキシ系結合剤4で該各長繊維1を
互いに結着してある。 The drawing shows one embodiment of the structural material of the present invention, which includes a large-diameter aggregated yarn 2 made by bundling 24 long fibers 1 of aromatic polyamide fibers 1 of 1420 denier, and a fine yarn 2 made by bundling 8 of the long fibers 1. Four sets of bundled yarns 3 each having a different diameter are used, and these eight sets of bundled yarns 2 and 3 are knitted into a round string shape, and the long fibers 1 are bound to each other with an epoxy binder 4.
前記実施例では、集合糸の径を2種にしたが、
3種、4種等、2種以上であれば、特にその数に
限定はない。 In the above embodiment, the diameters of the bundled yarns were set to two types, but
There is no particular limitation on the number as long as there are 2 or more types, such as 3 types, 4 types, etc.
各長繊維には、コンクリートよりも引張り強度
の大きい繊維が使用され、前記芳香族ポリアミド
繊維に限られるものではなく、ガラス繊維、セラ
ミツク繊維等の無機繊維、炭素繊維、芳香族ポリ
エーテルアミド、芳香族ポリサルフアイドアミ
ド、芳香族ポリスルホンアミド、芳香族ポリケト
ンアミド、芳香族ポリアミンアミド等の有機繊
維、ステンレス繊維等の金属繊維等も使用でき
る。 Fibers with a tensile strength higher than that of concrete are used for each long fiber, and are not limited to the above-mentioned aromatic polyamide fibers, but include inorganic fibers such as glass fibers and ceramic fibers, carbon fibers, aromatic polyetheramides, and aromatic fibers. Organic fibers such as group polysulfamide amide, aromatic polysulfonamide, aromatic polyketone amide, aromatic polyamine amide, etc., metal fibers such as stainless steel fiber, etc. can also be used.
構造用材料は、その編成される集合糸を全て同
一種類の長繊維で構成するようにしてもよいが、
各集合糸を夫々異なる種類の長繊維で構成して
も、或いは集合糸自体を異なる種類の長繊維で構
成するようにしてもよい。 The structural material may be constructed so that all the assembled threads to be knitted are composed of the same type of long fibers,
Each set of yarns may be composed of different types of long fibers, or each set of yarns itself may be composed of different types of long fibers.
また、組紐状への編成は、前記丸打紐状の他、
角打紐状、平打紐状等、任意である。 In addition, in addition to the above-mentioned circular braid-like formation,
It can be shaped like a square string, a flat string, etc. as desired.
前記結合剤4としては、エポキシ系、ポリエス
テル系、ビニルエステル系、フエノール系、ポリ
イミド系等の常温或いは熱硬化性樹脂、アルカリ
金属ケイ酸塩系、コロイダルシリカ系、リン酸塩
系、セメント系等の常温或いは加熱硬化型有機・
無機複合材料等を用いることができる。 As the binder 4, room temperature or thermosetting resin such as epoxy type, polyester type, vinyl ester type, phenol type, polyimide type, alkali metal silicate type, colloidal silica type, phosphate type, cement type, etc. Room temperature or heat curing organic
Inorganic composite materials etc. can be used.
尚、構造用材料の外周面に、粒径100μ〜2mm
程度の二酸化ケイ素、酸化アルミニウム、炭化ケ
イ素、タングステン、カーバイト、炭化ホウ素、
黄玉等の無機粉粒体を付着させ、該外周面を粗面
とすれば、該構造用材料の異型効果が補強され
る。 In addition, on the outer peripheral surface of the structural material, a particle size of 100 μ to 2 mm is applied.
silicon dioxide, aluminum oxide, silicon carbide, tungsten, carbide, boron carbide,
By attaching inorganic powder such as jade and making the outer circumferential surface rough, the irregular shape effect of the structural material is reinforced.
(発明の効果)
このように、本発明の構造用材料によればコン
クリートよりも引張り強度の大きな長繊維を引揃
えた集合糸の複数本を組紐状に編成し、該各長繊
維を結合剤で互いに結着して成る構造用材料にお
いて、少なくとも2種以上の径の集合糸を編成す
るようにしたので、極めて簡単に凹凸の大きい異
型構造用材料を製造することができる等の効果が
ある。(Effects of the Invention) As described above, according to the structural material of the present invention, a plurality of bundled yarns made of long fibers with a tensile strength higher than that of concrete are knitted into a braid shape, and each of the long fibers is bonded with a binder. In the structural material formed by bonding each other together, aggregate yarns of at least two different diameters are knitted, so that it is possible to extremely easily produce irregularly shaped structural materials with large irregularities. .
図面は本発明構造用材料の一例の正面図であ
る。
1……長繊維、2,3……集合糸、4……結合
剤。
The drawing is a front view of an example of the structural material of the present invention. 1... Long fiber, 2, 3... Gathered yarn, 4... Binder.
Claims (1)
維を引揃えた集合糸の複数本を組紐状に編成し、
該各長繊維を結合剤で互いに結着して成る構造用
材料において、少なくとも2種以上の径の集合糸
を編成することを特徴とする構造用材料。1. We knit multiple bundled yarns made of long fibers with a higher tensile strength than concrete into a braided cord.
A structural material formed by binding the long fibers to each other with a binder, characterized in that aggregate yarns of at least two or more diameters are knitted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12928086A JPS62288248A (en) | 1986-06-05 | 1986-06-05 | Structural material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12928086A JPS62288248A (en) | 1986-06-05 | 1986-06-05 | Structural material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62288248A JPS62288248A (en) | 1987-12-15 |
| JPH0515862B2 true JPH0515862B2 (en) | 1993-03-02 |
Family
ID=15005676
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12928086A Granted JPS62288248A (en) | 1986-06-05 | 1986-06-05 | Structural material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62288248A (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2610154B2 (en) * | 1987-12-28 | 1997-05-14 | 三井建設株式会社 | Manufacturing method of mixed reinforcing material for structural material |
| JPH0296006A (en) * | 1988-09-30 | 1990-04-06 | Nippon Samikon Kk | Prefabricated pc shelter |
| JP2744258B2 (en) * | 1988-11-14 | 1998-04-28 | 株式会社クラレ | Reinforcing material comprising wholly aromatic polyester fiber and method for producing the same |
| JPH0552002A (en) * | 1991-08-19 | 1993-03-02 | Ohbayashi Corp | Precast slab |
| JPH05269726A (en) * | 1992-03-25 | 1993-10-19 | Mitsui Constr Co Ltd | Reinforcing material for structure of civil engineering structure |
| FR2806403B1 (en) * | 2000-03-14 | 2002-07-05 | France Etat Ponts Chaussees | MULTI-SCALE CEMENT COMPOSITE WITH POSITIVE SCRAPING AND DUCTILE IN UNIAXIAL TRACTION |
-
1986
- 1986-06-05 JP JP12928086A patent/JPS62288248A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62288248A (en) | 1987-12-15 |
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