JPH01102161A - Structure material for reinforcement - Google Patents

Structure material for reinforcement

Info

Publication number
JPH01102161A
JPH01102161A JP25729887A JP25729887A JPH01102161A JP H01102161 A JPH01102161 A JP H01102161A JP 25729887 A JP25729887 A JP 25729887A JP 25729887 A JP25729887 A JP 25729887A JP H01102161 A JPH01102161 A JP H01102161A
Authority
JP
Japan
Prior art keywords
reinforcing
filament yarn
thermoplastic resin
combined filament
structural material
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
JP25729887A
Other languages
Japanese (ja)
Other versions
JPH0612029B2 (en
Inventor
Masayoshi Kawasaki
川崎 正善
Kazuo Morohashi
諸橋 和夫
Sakuya Iwai
岩井 作弥
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.)
Eneos Corp
Original Assignee
Nippon Oil Corp
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 Nippon Oil Corp filed Critical Nippon Oil Corp
Priority to JP62257298A priority Critical patent/JPH0612029B2/en
Publication of JPH01102161A publication Critical patent/JPH01102161A/en
Publication of JPH0612029B2 publication Critical patent/JPH0612029B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE: To decrease the weight of and increase the durability of reinforcing structural materials by forming a mesh of combined filament yarn consisting of reinforcing fiber and thermoplastic resin fiber and heating it at or over the melting point of the thermoplastic resin so that the conjugations of the combined filament yarn fuse together. CONSTITUTION: Reinforcing fiber such as glass fibers and thermoplastic resin fiber such as nylon each of from hundreds to tens of thousands of filaments are mixed together into combined filament yarn. The combined filament yarn is next reshaped into a mesh having an arbitrary aperture before subjected to heat treatment that fuses the conjugations of the combined filament yarn together into a meshed structural material. The structural material, which is typically applicable to marine structures including petroleum platforms, building curtain walls, floors and walls for multiple dwelling houses, and tunnel reinforcing materials, thus exhibits improved lightness and corrosion resistance.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は軽量性、耐食性に優れた繊維強化熱可塑性樹脂
製の補強用構造材に関し、特にコンクリート補強用に好
適な構造材に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a reinforcing structural material made of fiber-reinforced thermoplastic resin that is lightweight and has excellent corrosion resistance, and particularly to a structural material suitable for reinforcing concrete.

[従来の技術] 鉄筋コンクリート構造物中の鉄筋は重く、また錆の発生
により補強効果が損われるという問題がある。
[Prior Art] Reinforcing bars in reinforced concrete structures are heavy, and there is a problem in that the reinforcing effect is impaired due to the occurrence of rust.

近年、鉄筋代替として炭素繊維等の補強繊維をエポキシ
樹脂等の熱硬化性樹脂で固めて一体成形した構造材が提
案されている。
In recent years, structural materials in which reinforcing fibers such as carbon fibers are hardened with thermosetting resins such as epoxy resins and integrally molded have been proposed as a substitute for reinforcing steel.

[発明が解決しようとする問題点コ しかし、かかる構造材は軽量で、耐腐食性に優れるもの
の、大がかりな製造装置を必要とし、また成形形状、大
きさ、長さ等に制限があるため運搬、貯蔵に不便である
という欠点がある。
[Problems to be solved by the invention] However, although such structural materials are lightweight and have excellent corrosion resistance, they require large-scale manufacturing equipment and are difficult to transport due to restrictions on molded shape, size, length, etc. However, it has the disadvantage of being inconvenient to store.

本発明は上記欠点のない鉄筋代替構造材として特に好適
な構造材を提供することを目的とするものである。
An object of the present invention is to provide a structural material that is particularly suitable as a structural material to replace reinforcing bars without the above-mentioned drawbacks.

[問題点を解決するための手段] すなわち、本発明は補強繊維と熱可塑性樹脂繊維との混
繊糸を網目状に形成した後、該熱可塑性樹脂の融点以上
に加熱して、混繊糸の接合部を融着してなる補強用構造
材に関する。
[Means for Solving the Problems] That is, the present invention forms a mixed yarn of reinforcing fibers and thermoplastic resin fibers into a mesh shape, and then heats the mixture yarn to a temperature higher than the melting point of the thermoplastic resin. This invention relates to a reinforcing structural material formed by fusing the joints of.

本発明で用いる補強繊維としては、ガラス繊維、炭素繊
維、これらのハイブリッド等が用いられる。
As the reinforcing fibers used in the present invention, glass fibers, carbon fibers, hybrids thereof, etc. are used.

熱可塑性樹脂繊維としては、ナイロン、液晶性芳香族ポ
リアミド、ポリエステル、液晶性芳香族ポリエステル、
ポリプロピレン、ポリエーテルスルホン、ポリフェニレ
ンサルファイド、ポリエーテルエーテルケトン、ポリス
ルホン等の繊維が用いられる。
Thermoplastic resin fibers include nylon, liquid crystalline aromatic polyamide, polyester, liquid crystalline aromatic polyester,
Fibers such as polypropylene, polyether sulfone, polyphenylene sulfide, polyether ether ketone, and polysulfone are used.

本発明でいう混繊糸とは、各々数百ないし致方フィラメ
ントからなる補強繊維と熱可塑性樹脂繊維を空気流(エ
アージェット)等の処理を施して各々のフィラメントを
ランダムに混ぜ合わせたものである。
The mixed fiber yarn as used in the present invention is one in which reinforcing fibers and thermoplastic resin fibers, each consisting of several hundred or more filaments, are randomly mixed together through treatment such as air jetting. be.

混繊糸中の補強繊維と熱可塑性樹脂繊維との割合は、補
強繊維が30〜70wt%、好ましくは40〜6゜wt
%である。
The ratio of reinforcing fibers and thermoplastic resin fibers in the mixed yarn is 30 to 70 wt%, preferably 40 to 6 wt% of reinforcing fibers.
%.

混繊糸は任意の目開きの網目状に形成し、次いで加熱処
理することにより混繊糸相互の接合部が熱可塑性樹脂自
体により融着され、網目状の構造材とすることができる
The mixed fiber yarn is formed into a mesh shape with arbitrary openings, and then heat-treated to fuse the joints between the mixed fiber yarns with the thermoplastic resin itself, thereby making it possible to form a mesh-like structural material.

加熱温度は熱可塑性樹脂繊維の溶融温度以上であればよ
く、通常100〜400℃の範囲で行なう。
The heating temperature only needs to be higher than the melting temperature of the thermoplastic resin fiber, and is usually carried out in the range of 100 to 400°C.

網目状構造は平織、井桁など任意の構造とすることがで
き、目開きも目的に応じて任意の範囲で行なうことがで
きるが、通常5〜100#の目開きとするのが補強効果
のうえで好ましい。
The mesh structure can be of any structure, such as plain weave or cross-shaped grids, and the mesh size can be set in any range depending on the purpose, but it is usually 5 to 100 # that has a good reinforcing effect. It is preferable.

[発明の効果コ 本発明の構造材は軽量であり、耐腐食性に優れるばかり
か、成形形状、大きさ、長さ等に制限されず、更には可
撓性があるためロール巻きで運搬、貯蔵することができ
取扱いに便利である。
[Effects of the Invention] The structural material of the present invention is not only lightweight and has excellent corrosion resistance, but is not limited by molding shape, size, length, etc., and is flexible, so it can be transported in rolls. It can be stored and is convenient to handle.

従って、本発明の構造材はその特徴を利用して、石油プ
ラットホーム等の臨界海洋構造物、ビル用カーテンウオ
ール、集合住宅用の床や壁、トンネル用補強材、ヒユー
ム管材補強材等の種々の用途に適用できる。
Therefore, the structural material of the present invention can be used in various applications such as critical marine structures such as oil platforms, curtain walls for buildings, floors and walls for housing complexes, reinforcing materials for tunnels, and reinforcing materials for humid pipes. Applicable to

[実施例] 以下に実施例を挙げ本発明を説明するが、本発明はこれ
らに限定されるものではない。
[Example] The present invention will be described below with reference to Examples, but the present invention is not limited thereto.

実施例1 補強繊維として炭素繊維(東し■製、トレカT300.
3000フイラメント、1782デニール)、熱可塑性
樹脂繊維としてナイロン糸(400フイラメント、18
00デニール)を用い、空気加工機(愛機製作新製)に
より毎分80mの空気流で混繊糸を作成した。
Example 1 Carbon fiber (manufactured by Toshi ■, trading card T300.
3000 filament, 1782 denier), nylon thread (400 filament, 18
00 denier) was used to create a mixed fiber yarn using an air processing machine (manufactured by Aiki Seisakusho) with an air flow of 80 m/min.

次いで、第1図(a)にその正面図および同図(b)に
断面図が示されるように、該混繊糸を目開き10mの網
目状に形成し、張力下で240℃で30分間加熱処理し
て繊維強化熱可塑性樹脂製の構造材を得た。
Next, as shown in the front view in FIG. 1(a) and the cross-sectional view in FIG. A structural material made of fiber-reinforced thermoplastic resin was obtained by heat treatment.

この構造材はストランド1本当たり0.5 Nnφで1
71を当たり80gであり、同条件の金網では約300
g/rdであることから軽量性に優れるものであった。
This structural material has a diameter of 0.5 Nnφ per strand.
71 weighs 80g, and wire mesh under the same conditions weighs about 300g.
g/rd, it was excellent in lightness.

本構造材を用いて、モルタルを補強したところ金網補強
と比べても十分な補強効果が確認された。
When this structural material was used to reinforce mortar, it was confirmed that it had a sufficient reinforcing effect compared to wire mesh reinforcement.

さらに該補強モルタルを海水中に1力月間浸漬したとこ
ろ金網補強モルタルは錆の発生が認められたが、本発明
の構造材で補強したモルタルには錆の発生は認められな
かった。
Furthermore, when the reinforcing mortar was immersed in seawater for one month, rust was observed in the wire mesh reinforced mortar, but no rust was observed in the mortar reinforced with the structural material of the present invention.

実施例2 補強用繊維としてガラス繊維(旭ファイバーグラス側製
、ER575,1600フイラメント、5175デニー
ル)、熱可塑性樹脂繊維としてポリプロピレン糸(10
00フイラメント、4500デニール)を用い、空気加
工機により毎分100mの空気流にて混繊糸を作成し、
さらにこの混繊糸10本を合糸した。
Example 2 Glass fiber (manufactured by Asahi Fiberglass, ER575, 1600 filament, 5175 denier) was used as the reinforcing fiber, and polypropylene thread (10
00 filament, 4500 denier), a mixed fiber yarn was created using an air processing machine with an air flow of 100 m/min.
Furthermore, 10 of these mixed fiber yarns were combined.

次に、第2図(a)にその正面図および同図(b)に断
面図が示されるように、合糸した混繊糸を用いて目開き
20tnmの網目状に形成し、張力下で200℃で20
分間加熱処理して繊維強化熱可塑性樹脂製の構造材を得
た。
Next, as shown in the front view in FIG. 2(a) and the cross-sectional view in FIG. 20 at 200℃
A structural material made of fiber-reinforced thermoplastic resin was obtained by heat treatment for a minute.

この構造材はストランド1本当たり 2mmφで1尻当
たり120gであり、同条件の金網では約600g/T
Ilであることから軽量性に優れるものであった。さら
にこの構造材の引張強度は鉄筋コンクリート用熱間圧延
棒鋼5R−30のおよそ2倍であった。
This structural material has a diameter of 2 mm per strand and weighs 120 g per tail, and wire mesh under the same conditions weighs approximately 600 g/T.
Since it was made of Il, it was excellent in lightness. Furthermore, the tensile strength of this structural material was approximately twice that of hot rolled steel bar 5R-30 for reinforced concrete.

本構造材を用いてモルタル補強したところ金網補1強と
比べて十分な補強効果が確認された。
When this structural material was used for mortar reinforcement, it was confirmed that it had a sufficient reinforcing effect compared to wire mesh reinforcement.

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

第1図(a)は、実施例1において網目状に形成された
複合材の正面図、同図(b)はそのA−A’部分の断面
図、 第2図(a)は、実施例2におけて網目状に形成された
複合材の正面図、同図(b)はそのB−B’部分の断面
図。
FIG. 1(a) is a front view of the composite material formed in a mesh shape in Example 1, FIG. 1(b) is a cross-sectional view of the A-A' portion thereof, and FIG. FIG. 2 is a front view of the composite material formed in a mesh shape in No. 2, and FIG.

Claims (1)

【特許請求の範囲】[Claims] 補強繊維と熱可塑性樹脂繊維との混繊糸を網目状に形成
した後、該熱可塑性樹脂の融点以上に加熱して混繊糸の
接合部を融着してなる補強用構造材。
A reinforcing structural material formed by forming mixed fibers of reinforcing fibers and thermoplastic resin fibers into a mesh shape, and then heating the fibers above the melting point of the thermoplastic resin to fuse the joints of the mixed fibers.
JP62257298A 1987-10-14 1987-10-14 Reinforcing structural material Expired - Lifetime JPH0612029B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62257298A JPH0612029B2 (en) 1987-10-14 1987-10-14 Reinforcing structural material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62257298A JPH0612029B2 (en) 1987-10-14 1987-10-14 Reinforcing structural material

Publications (2)

Publication Number Publication Date
JPH01102161A true JPH01102161A (en) 1989-04-19
JPH0612029B2 JPH0612029B2 (en) 1994-02-16

Family

ID=17304423

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62257298A Expired - Lifetime JPH0612029B2 (en) 1987-10-14 1987-10-14 Reinforcing structural material

Country Status (1)

Country Link
JP (1) JPH0612029B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007023502A (en) * 2005-07-12 2007-02-01 Kazuo Yamana Asphalt repair method by fiber sheet and construction method for asphalt pavement
JP2009126731A (en) * 2007-11-21 2009-06-11 Taiheiyo Material Kk Cement hardened body and manufacturing method thereof
JP2009126730A (en) * 2007-11-21 2009-06-11 Taiheiyo Material Kk Crack suppression material for cement hardened body, cement hardened body and manufacturing method of the cement hardened body
JP2020111989A (en) * 2019-01-15 2020-07-27 鹿島建設株式会社 Joining structure of concrete reinforcement member, anchorage zone structure of concrete reinforcement member and joining method for concrete reinforcement member

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58500900A (en) * 1981-01-15 1983-06-02 フオ−ゲル,ベルナ− Plastic-coated thread lattice reinforcement and its manufacturing equipment
JPS60209033A (en) * 1984-03-15 1985-10-21 バスフ・ストラクチュラル・マテリアルズ・インコーポレーテド Blend of composite carbon fiber and thermoplastic fiber

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58500900A (en) * 1981-01-15 1983-06-02 フオ−ゲル,ベルナ− Plastic-coated thread lattice reinforcement and its manufacturing equipment
JPS60209033A (en) * 1984-03-15 1985-10-21 バスフ・ストラクチュラル・マテリアルズ・インコーポレーテド Blend of composite carbon fiber and thermoplastic fiber

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007023502A (en) * 2005-07-12 2007-02-01 Kazuo Yamana Asphalt repair method by fiber sheet and construction method for asphalt pavement
JP2009126731A (en) * 2007-11-21 2009-06-11 Taiheiyo Material Kk Cement hardened body and manufacturing method thereof
JP2009126730A (en) * 2007-11-21 2009-06-11 Taiheiyo Material Kk Crack suppression material for cement hardened body, cement hardened body and manufacturing method of the cement hardened body
JP2020111989A (en) * 2019-01-15 2020-07-27 鹿島建設株式会社 Joining structure of concrete reinforcement member, anchorage zone structure of concrete reinforcement member and joining method for concrete reinforcement member

Also Published As

Publication number Publication date
JPH0612029B2 (en) 1994-02-16

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