JPS62288248A - Structural material - Google Patents

Structural material

Info

Publication number
JPS62288248A
JPS62288248A JP12928086A JP12928086A JPS62288248A JP S62288248 A JPS62288248 A JP S62288248A JP 12928086 A JP12928086 A JP 12928086A JP 12928086 A JP12928086 A JP 12928086A JP S62288248 A JPS62288248 A JP S62288248A
Authority
JP
Japan
Prior art keywords
structural material
fibers
long fibers
knitted
binder
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
JP12928086A
Other languages
Japanese (ja)
Other versions
JPH0515862B2 (en
Inventor
半田 正久
直 岡本
澄行 松原
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction 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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP12928086A priority Critical patent/JPS62288248A/en
Publication of JPS62288248A publication Critical patent/JPS62288248A/en
Publication of JPH0515862B2 publication Critical patent/JPH0515862B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野ン 不発明はコンクリート、プラスチック等の引張r)強要
の低い構造用材料内に埋設して梧遺物の引張り強度を強
化するために用いる補強材としての鉄筋の代用として、
或いは20m線の代用等として用いる構造用材料に関す
る。
Detailed Description of the Invention (Industrial field of application: tensile strength of concrete, plastics, etc.) As a reinforcing material used to strengthen the tensile strength of Gogo relics by embedding them in structural materials with low stress. As a substitute for reinforcing steel,
Or it relates to a structural material used as a substitute for a 20m wire.

(従来の技術) 従米、この神の構造用材料として、鉄筋が仰られている
が、サビが生じたり(7て耐久性に問題が有り、曲げ加
工や配筋が困難で施工性も悪く、′!た構漬物金it化
するという不都合を有する。
(Conventional technology) Reinforced steel is said to be the most important structural material, but it has problems with rust (7), durability, difficulty in bending and reinforcing, and poor workability. '!It has the inconvenience of turning pickles into a gold standard.

かかる不都合を解消するものとして、不出願人によるl
¥fa昭6tl−129164号において、引張り強要
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、り各長噴維全互いに結着し1成る構造用材料が提
案されている。
As a solution to this inconvenience, the non-applicant's
In No. 6TL-129164 of 1983, a structural material was proposed in which a plurality of aggregated yarns made of long fibers with high tensile force were knitted into a braid shape, and all of the long fibers were tied together. There is.

(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1組紐状に編成されているので
、多少表面に凹凸を有するが、史に績惨的に異型構〕青
に構成することが4唸れる。
(Problems to be Solved by the Invention) Since the structural material proposed above is knitted in the form of a single braid, it has some unevenness on the surface. 4 I can groan.

(問題魚倉解決するための手段) 本発明は、@5己要望に応え、前d己礎案の牟湾スウ用
材料を異型構造としたもの全提供することを目的とする
もので、その発明は、引張り強1注の大きな長憧緋を引
揃えた渠合体の複Iz本を組紐状に編成し、該各長繊維
金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神以上の径の果合糸を編成することを待機と
すゐ。
(Means for solving the problem) The purpose of the present invention is to respond to @5's request and to provide a material with a modified structure based on the material for Muwan Su originally proposed by @5. The present invention provides a structural material in which a plurality of long fibers with a tensile strength of 1 note are knitted into a braid shape, and each of the long fibers is bonded to each other with a gold binder. I'm waiting to form a thread with a diameter greater than that of a god.

(実施例) 以下、添付図面に従って不発明構造用材料の実施例に付
き説明する。
(Example) Examples of the uninvented structural material will be described below with reference to the accompanying drawings.

図面は不発明構造用材料の1実施例を示すものf、14
20テニールの芳香族ポリアミド曜維の長繊維1全24
本場果した大径の集合糸2と。
The drawing shows one embodiment of the uninvented structural material f, 14
20 tenier aromatic polyamide fibers 1 total 24
With the large diameter aggregated thread 2 that has been used at home.

該長繊維1を8本葉束した小径の集合糸3を各4組づつ
用い、これら8組の果合糸2.3全丸打紐仄に編成する
と共にエポキシ系結合剤4で該各陵順維1fc互いに結
着(2である。
Using 4 sets each of small-diameter gathered threads 3 made by bundling 8 long fibers 1, these 8 sets of threads 2.3 are knitted around the entire round braid, and the epoxy binder 4 is used to bind each thread in the order of the threads. The fibers 1fc are bound to each other (2).

ψ■記央飛例では、集合糸の径全2神にしたが。In the ψ■kiohi example, I made the diameter of the collective thread all 2 gods.

3棟、4地等、2棟以上であれは、特にその叡に限定は
ない。
As long as there are 2 or more buildings, such as 3 buildings, 4 lots, etc., there is no particular restriction on the authority.

長繊維は、前記芳番族ポリアミド憧維や炭素繊維に限ら
れろものではなく、ガラス繊維、セラミックffl維等
のS機繊維、芳香族ポリエーテルアミド、芳香族ポリサ
ルファ1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。
The long fibers are not limited to the above-mentioned aromatic polyamide fibers and carbon fibers, but include glass fibers, S-machine fibers such as ceramic FFL fibers, aromatic polyetheramides, aromatic polysulfonamides, aromatic polysulfonamides, Organic fibers such as aromatic polyketone amide and aromatic polyamine amide.

ピアノ線、ステンレス繊維等の金属繊維等任意である。Piano wire, metal fibers such as stainless steel fibers, etc. are optional.

構造用材料は、その編成される集合糸を全て陣(一種類
の&繊維で構成するようにしてもよいが、各集合糸全天
々異なる種類の長繊維で構成しても、或いは集合糸目体
を異なる種類の長繊維て構成するようにしてもよい。
The structural material may be made up of all the aggregate yarns to be knitted (one type of fiber), but each aggregate yarn may be composed entirely of different types of long fibers, or the aggregate yarns may be composed of different types of long fibers. The body may be composed of different types of long fibers.

捷た1組紐状への編成は、前記丸打紐状の他。The knitting into a twisted single braid shape is other than the above-mentioned circular braid shape.

角打紐状、平打紐状等、任意である。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、フェノール系、ポリイミド系等の常
温束いは不硬化注樹脂、アルカリ金属ケゴ酸塩系、コロ
イダルシリカ系。
As the binder 4, epoxy type, polyester type,
Room-temperature adhesive resins such as vinyl esters, phenols, polyimides, etc., non-hardening resins, alkali metal salts, and colloidal silica.

リン酸塩系、セメント系等の常温或いは加PPl硬化型
無機材料、常温或いは加熱硬化型臂機−無機複合材料等
を用いることができる。
Inorganic materials that can be cured at room temperature or by adding PPl, such as phosphate-based or cement-based materials, and arm-inorganic composite materials that can be hardened at room temperature or by heating can be used.

尚、構造用材料の外周面に、粒径10υμ〜2日程度の
二酸化ケイ素。11!化アルミニウム、炭化ケイ素、タ
ングステン5カーバイド、炭化ホウ素、黄玉等の無機粉
粒体全付着させ、該外周面金柑面とすれば、該構造用材
料の異型効果が補強される。
In addition, silicon dioxide with a particle size of 10 υμ to about 2 days is applied to the outer peripheral surface of the structural material. 11! If inorganic powder such as aluminum chloride, silicon carbide, tungsten 5 carbide, boron carbide, ordica is completely adhered to the outer peripheral surface of the kumquat surface, the irregular shape effect of the structural material is reinforced.

(発明の効果) このように1本発明の構造用材料によれば引張りgI匿
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、該各長憾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、極めて簡単に異型gt構造用材料
して製造される等の効果を有する。
(Effects of the Invention) As described above, according to the structural material of the present invention, a plurality of assembled yarns made of long fibers with large tensile strength are knitted into a braid shape, and each of the long fibers is bonded with a binder. In the structural material formed by bonding together, since the assembled threads of at least two or more diameters are knitted, it is possible to produce the irregularly shaped GT structural material extremely easily.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は不発I!8構造用材料の1実施例の正面図である
。 1・・・長繊維     2,3・・・集合糸4・・・
結合剤 特許出願人  三井建設株式会社 代 理 人  4.□え6二゛−“λ2ゎ・5′
The drawing is a dud! FIG. 8 is a front view of one embodiment of the No. 8 structural material. 1... Long fiber 2, 3... Gathered yarn 4...
Binder patent applicant Mitsui Construction Co., Ltd. Agent 4. □E62゛−“λ2ゎ・5′

Claims (1)

【特許請求の範囲】[Claims] 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
合糸を編成することを特徴とする構造用材料。
A structural material in which a plurality of bundled yarns made of long fibers with high tensile strength are arranged in a braided manner, and each of the long fibers is bound to each other with a binder, and the bundled yarns have at least two different diameters. A structural material characterized by being organized.
JP12928086A 1986-06-05 1986-06-05 Structural material Granted JPS62288248A (en)

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 true JPS62288248A (en) 1987-12-15
JPH0515862B2 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)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01174690A (en) * 1987-12-28 1989-07-11 Mitsui Constr Co Ltd Production of reinforcement for structural material
JPH0296006A (en) * 1988-09-30 1990-04-06 Nippon Samikon Kk Prefabricated pc shelter
JPH02133347A (en) * 1988-11-14 1990-05-22 Kuraray Co Ltd Reinforcing material containing wholly aromatic polyester fiber and production thereof
JPH0552002A (en) * 1991-08-19 1993-03-02 Ohbayashi Corp Precast slab
US5580642A (en) * 1992-03-25 1996-12-03 Mitsui Kensetsu Kabushiki Kaisha Reinforcing member for civil and architectural structures
JP2003527289A (en) * 2000-03-14 2003-09-16 ラボラトワール セントラル デ ポンゼ シャッセ Uniaxial tension, positively ductile, multi-scale cement composite

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01174690A (en) * 1987-12-28 1989-07-11 Mitsui Constr Co Ltd Production of reinforcement for structural material
JPH0296006A (en) * 1988-09-30 1990-04-06 Nippon Samikon Kk Prefabricated pc shelter
JPH02133347A (en) * 1988-11-14 1990-05-22 Kuraray Co Ltd Reinforcing material containing wholly aromatic polyester fiber and production thereof
JPH0552002A (en) * 1991-08-19 1993-03-02 Ohbayashi Corp Precast slab
US5580642A (en) * 1992-03-25 1996-12-03 Mitsui Kensetsu Kabushiki Kaisha Reinforcing member for civil and architectural structures
JP2003527289A (en) * 2000-03-14 2003-09-16 ラボラトワール セントラル デ ポンゼ シャッセ Uniaxial tension, positively ductile, multi-scale cement composite

Also Published As

Publication number Publication date
JPH0515862B2 (en) 1993-03-02

Similar Documents

Publication Publication Date Title
US4684567A (en) Reinforced structural material and reinforced fibrous inorganic structure reinforced therewith
US6426029B1 (en) Lamination between plastic resins and cement
Mazzuca et al. Mechanical characterization of steel-reinforced grout for strengthening of existing masonry and concrete structures
JPS62288248A (en) Structural material
WO2020057408A1 (en) Micro rebar having basalt fiber-wrapped structural steel fiber core column
CN105401695B (en) A kind of new type compound FRP muscle
Kim et al. Tensile properties of carbon fiber-textile reinforced mortar (TRM) characterized by different anchorage methods
JP7191330B2 (en) Binding tool and binding method
JPH0621492B2 (en) Structural material
JP3806252B2 (en) Reinforcing method of concrete structure with reinforcing fiber sheet
JP6705958B1 (en) Fiber rod binding tool and fiber rod binding method
JPS6312785A (en) Rod material
CN205259457U (en) Novel compound FRP muscle
JPH0520537B2 (en)
JPS62133235A (en) Centrifugal force molded concrete member
JPH11124957A (en) Reinforced fiber reinforcing bar and reinforcing method for concrete structure
JPH0668198B2 (en) Structural material
JP2002194855A (en) Grating-like material, method of manufacturing grating- like material and method of reinforcement
EP3517515A1 (en) Fiber bundle for reinforcement of a cementitious matrix, its uses and method of obtention
JPS62133240A (en) Structural material
JPH0515861B2 (en)
CN213087509U (en) Concrete beam steel wire cloth reinforced structure
JPH08390Y2 (en) Reinforcing mesh fabric of inorganic materials
CN215563852U (en) Composite pipe confined concrete and external concrete interface anchoring structure
JPH06212736A (en) Structural material made by flagile chemical fiber and manufacture thereof