JPH04360944A - Reinforcing material for column member - Google Patents
Reinforcing material for column memberInfo
- Publication number
- JPH04360944A JPH04360944A JP13685091A JP13685091A JPH04360944A JP H04360944 A JPH04360944 A JP H04360944A JP 13685091 A JP13685091 A JP 13685091A JP 13685091 A JP13685091 A JP 13685091A JP H04360944 A JPH04360944 A JP H04360944A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing
- hollow
- column member
- reinforcing material
- fiber body
- 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.)
- Withdrawn
Links
- 239000012779 reinforcing material Substances 0.000 title claims abstract description 20
- 239000012783 reinforcing fiber Substances 0.000 claims abstract description 22
- 239000011230 binding agent Substances 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 239000000835 fiber Substances 0.000 abstract description 13
- 239000003094 microcapsule Substances 0.000 abstract description 8
- 238000004804 winding Methods 0.000 abstract description 5
- 229920003235 aromatic polyamide Polymers 0.000 abstract description 4
- 239000007767 bonding agent Substances 0.000 abstract 3
- 239000003795 chemical substances by application Substances 0.000 abstract 1
- 239000004760 aramid Substances 0.000 description 3
- 239000003822 epoxy resin Substances 0.000 description 3
- 229920000647 polyepoxide Polymers 0.000 description 3
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 238000009940 knitting Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229920000728 polyester Polymers 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 229920003369 Kevlar® 49 Polymers 0.000 description 1
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N Phenol Chemical compound OC1=CC=CC=C1 ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 description 1
- 239000004952 Polyamide Substances 0.000 description 1
- 239000004642 Polyimide Substances 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 229910052910 alkali metal silicate Inorganic materials 0.000 description 1
- 239000008119 colloidal silica Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000002241 glass-ceramic Substances 0.000 description 1
- 238000005470 impregnation Methods 0.000 description 1
- 239000012784 inorganic fiber Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229920002647 polyamide Polymers 0.000 description 1
- 229920001721 polyimide Polymers 0.000 description 1
- 229920000098 polyolefin Polymers 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 229920001567 vinyl ester resin Polymers 0.000 description 1
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は例えば橋梁のピアや建物
の柱等の柱部材を補強するために用いる補強材に関する
。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing material used for reinforcing column members such as bridge piers and building columns.
【0002】0002
【従来の技術】従来、例えば損傷を受けた柱部材を補強
する場合や荷重増加により柱部材を補強する場合、その
補強材として鉄筋等が用いられており、柱部材に螺旋状
に巻き付けて該柱部材を補強するようにしていた。[Prior Art] Conventionally, for example, when reinforcing a damaged column member or when reinforcing a column member due to an increase in load, reinforcing bars or the like have been used as reinforcing materials, and they are wrapped around the column member in a spiral pattern. The pillar members were reinforced.
【0003】0003
【発明が解決しようとする課題】前記従来の鉄筋の場合
は重量がかさ張り、しかも腐食を生ずる等の問題があっ
た。[Problems to be Solved by the Invention] The conventional reinforcing bars have problems such as being bulky and prone to corrosion.
【0004】そこで、鉄筋に代え、芳香属ポリアミド繊
維や炭素繊維等の補強繊維を組紐状補強繊維体に編成し
、各補強繊維をエポキシ樹脂等の結合剤で結着して成る
構造用材料を代替鉄筋として用いることが考えられてい
るが、各補強繊維を結合剤で結着してしまうと構造用材
料の剛性が大きすぎるために柱部材への巻き付け作業が
難しく、また組紐状補強繊維体を柱部材に巻き付けてか
ら該組紐状補強繊維体に結合剤を含浸させる方法も考え
られるが、かかる含浸作業も面倒であり作業性に問題が
あった。[0004] Therefore, instead of reinforcing steel, we have developed a structural material in which reinforcing fibers such as aromatic polyamide fibers and carbon fibers are knitted into a braid-like reinforcing fiber body, and each reinforcing fiber is bound with a binder such as epoxy resin. It has been considered to be used as an alternative reinforcing bar, but if each reinforcing fiber is tied together with a binder, the rigidity of the structural material will be too high, making it difficult to wrap it around column members. It is also possible to wrap the reinforcing fibers around a column member and then impregnate the braided reinforcing fibers with a binder, but such impregnation work is also troublesome and has problems in workability.
【0005】本発明はかかる従来の問題点を解消し、巻
き付け作業性の良好な柱部材の補強材を提供することを
目的とする。[0005] An object of the present invention is to solve such conventional problems and provide a reinforcing material for a column member that has good winding workability.
【0006】[0006]
【課題を解決するための手段】本発明の柱部材の補強材
は柱部材に巻き付けて柱部材を補強するための補強材で
あって、中空組紐状補強繊維体の中空部に未硬化結合剤
を収容したことを特徴とする。[Means for Solving the Problems] The reinforcing material for a column member of the present invention is a reinforcing material for reinforcing the column member by wrapping it around the column member, and includes an uncured binder in the hollow part of a hollow braided reinforcing fiber body. It is characterized by accommodating.
【0007】また、該未硬化結合剤はマイクロカプセル
等の易破壊性容器に収容しておくのが好ましい。[0007] Furthermore, it is preferable that the uncured binder is stored in an easily breakable container such as a microcapsule.
【0008】中空組紐状補強繊維体を構成する補強繊維
としては、通常は引っ張り強度が100kg/mm2以
上のものを用い、例えば炭素繊維、ガラス繊維、セラミ
ック繊維等の無機繊維、芳香属ポリアミド繊維、ポリエ
ステル繊維、高強度ポリオレフィン繊維、強力ポリアミ
ド繊維、強力ポリビニルアルコール繊維等の有機繊維、
を単独で或いはこれらを組み合わせて用いることができ
る。[0008] The reinforcing fibers constituting the hollow braided reinforcing fiber body are usually those having a tensile strength of 100 kg/mm2 or more, such as inorganic fibers such as carbon fibers, glass fibers, and ceramic fibers, aromatic polyamide fibers, Organic fibers such as polyester fibers, high strength polyolefin fibers, strong polyamide fibers, strong polyvinyl alcohol fibers,
These can be used alone or in combination.
【0009】また、補強繊維体は前記補強繊維の繊維束
を丸打紐状、角打紐状、平打紐状等、種々の中空組紐状
に編成して構成される。[0009] The reinforcing fiber body is constructed by knitting fiber bundles of the reinforcing fibers into various hollow braid shapes such as round braid, square braid, and flat braid.
【0010】中空組紐状補強繊維体の中空部に収容する
結合剤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、アルカリ金属
ケイ酸塩系、、コロイダルシリカ系等任意である。[0010] The binder to be accommodated in the hollow part of the hollow braided reinforcing fiber body may be any one of epoxy type, polyester type, vinyl ester type, phenol type, polyimide type, alkali metal silicate type, colloidal silica type, etc. .
【0011】尚、結合剤は、例えば2液分離型エポキシ
樹脂の各成分を2室に隔離したマイクロカプセルに収容
しておくのが好ましい。[0011] The binder is preferably contained in a microcapsule in which each component of a two-liquid separation type epoxy resin is separated into two chambers, for example.
【0012】0012
【作用】本発明補強材を柱部材に巻き付けると、その巻
き付け圧で補強材内部に収容された未硬化結合剤が外部
に染みだしてきて中空組紐状補強繊維体に含浸される。[Operation] When the reinforcing material of the present invention is wrapped around a column member, the uncured binder contained within the reinforcing material oozes out to the outside due to the winding pressure and is impregnated into the hollow braid-like reinforcing fiber body.
【0013】[0013]
【実施例】以下添付図面に従って本発明の具体的実施例
につき説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Specific embodiments of the present invention will be described below with reference to the accompanying drawings.
【0014】第1図は本発明補強材の一実施例を示し、
図中1は芳香属ポリアミド繊維2の繊維束(ストランド
)3、具体的にはケブラ−49(ストランド)を7本、
組紐編成機を用いて中空丸打紐状に編成した中空組紐状
補強繊維体を示し、該中空組紐状補強繊維体1の中空部
4に未硬化結合剤5を収容してある。該未硬化結合剤5
として本実施例では2液分離型エポキシ樹脂を用い、そ
の各成分5a、5bを2室6a、6bに隔離したマイク
ロカプセル6に収容するようにした。FIG. 1 shows an embodiment of the reinforcing material of the present invention,
In the figure, 1 is a fiber bundle (strand) 3 of aromatic polyamide fiber 2, specifically 7 Kevlar-49 (strands),
A hollow braid-like reinforcing fiber body knitted into a hollow round string shape using a braid knitting machine is shown, and an uncured binder 5 is accommodated in the hollow portion 4 of the hollow braid-like reinforcing fiber body 1. The uncured binder 5
In this embodiment, a two-liquid separation type epoxy resin is used, and its components 5a and 5b are housed in a microcapsule 6 separated into two chambers 6a and 6b.
【0015】このように構成された本発明補強材の使用
例を第2図に示したが、柱部材10に従来と同様にして
巻き付けると、その巻き付け圧でマイクロカプセル6が
破壊され、マイクロカプセル6内の未硬化結合剤5が中
空組紐状補強繊維体1に含浸される。An example of the use of the reinforcing material of the present invention constructed as described above is shown in FIG. 2. When it is wound around the pillar member 10 in the same manner as before, the microcapsules 6 are destroyed by the winding pressure, and the microcapsules are The uncured binder 5 in 6 is impregnated into the hollow braided reinforcing fiber body 1.
【0016】尚、特に図示しないが、補強材の巻き付け
箇所全体にモルタルを吹き付けておくのが好ましい。Although not particularly shown in the drawings, it is preferable to spray mortar over the entire area where the reinforcing material is wrapped.
【0017】[0017]
【発明の効果】このように、本発明によるときは、巻き
付け作業性の良好な柱部材の補強材を提供することがで
きる。As described above, according to the present invention, it is possible to provide a reinforcing material for a column member with good winding workability.
【図1】 本発明柱部材の補強材の一実施例の説明線
図である。FIG. 1 is an explanatory diagram of an embodiment of a reinforcing material for a column member according to the present invention.
【図2】 本発明柱部材の補強材の使用例を示す斜視
図である。FIG. 2 is a perspective view showing an example of use of a reinforcing material for a column member according to the present invention.
Claims (2)
ための補強材であって、中空組紐状補強繊維体の中空部
に未硬化結合剤を収容したことを特徴とする柱部材の補
強材。1. A reinforcing material for reinforcing a pillar member by wrapping it around a pillar member, the reinforcing material for a pillar member being characterized in that an uncured binder is accommodated in the hollow part of a hollow braid-like reinforcing fiber body. .
されていることを特徴とする請求項1記載の補強材。2. The reinforcing material according to claim 1, wherein the uncured binder is contained in a breakable container.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13685091A JPH04360944A (en) | 1991-06-07 | 1991-06-07 | Reinforcing material for column member |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13685091A JPH04360944A (en) | 1991-06-07 | 1991-06-07 | Reinforcing material for column member |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04360944A true JPH04360944A (en) | 1992-12-14 |
Family
ID=15184967
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13685091A Withdrawn JPH04360944A (en) | 1991-06-07 | 1991-06-07 | Reinforcing material for column member |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04360944A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007113346A (en) * | 2005-10-24 | 2007-05-10 | Nippon Oil Corp | Shearing reinforcement method for concrete structure using braid-like carbon fiber |
WO2007145277A1 (en) * | 2006-06-15 | 2007-12-21 | Nippon Oil Corporation | Method of fortifying toughness of reinforced concrete columnar structure with use of carbon fiber |
WO2008029795A1 (en) * | 2006-09-05 | 2008-03-13 | Nippon Oil Corporation | Method of reinforcing existing structure with carbon fiber |
WO2008029794A1 (en) * | 2006-09-05 | 2008-03-13 | Nippon Oil Corporation | Method of reinforcing existing structure with carbon fiber |
JP2008308896A (en) * | 2007-06-15 | 2008-12-25 | Ashimori Ind Co Ltd | Bag body for reinforcing columnar structure, and method of reinforcing columnar structure |
JP2016180229A (en) * | 2015-03-24 | 2016-10-13 | 株式会社エムビーエス | Concrete coating structure, and coating method for concrete surface |
-
1991
- 1991-06-07 JP JP13685091A patent/JPH04360944A/en not_active Withdrawn
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007113346A (en) * | 2005-10-24 | 2007-05-10 | Nippon Oil Corp | Shearing reinforcement method for concrete structure using braid-like carbon fiber |
WO2007145277A1 (en) * | 2006-06-15 | 2007-12-21 | Nippon Oil Corporation | Method of fortifying toughness of reinforced concrete columnar structure with use of carbon fiber |
JP2007332667A (en) * | 2006-06-15 | 2007-12-27 | Nippon Oil Corp | Method of reinforcing toughness of reinforced concrete columnar structure using carbon fibers |
WO2008029795A1 (en) * | 2006-09-05 | 2008-03-13 | Nippon Oil Corporation | Method of reinforcing existing structure with carbon fiber |
WO2008029794A1 (en) * | 2006-09-05 | 2008-03-13 | Nippon Oil Corporation | Method of reinforcing existing structure with carbon fiber |
JP2008063744A (en) * | 2006-09-05 | 2008-03-21 | Nippon Oil Corp | Method for reinforcing existing structure with carbon fiber |
JP2008063745A (en) * | 2006-09-05 | 2008-03-21 | Nippon Oil Corp | Method for reinforcing existing structure with carbon fiber |
JP4638850B2 (en) * | 2006-09-05 | 2011-02-23 | Jx日鉱日石エネルギー株式会社 | Method for reinforcing existing structures with carbon fiber |
JP2008308896A (en) * | 2007-06-15 | 2008-12-25 | Ashimori Ind Co Ltd | Bag body for reinforcing columnar structure, and method of reinforcing columnar structure |
JP2016180229A (en) * | 2015-03-24 | 2016-10-13 | 株式会社エムビーエス | Concrete coating structure, and coating method for concrete surface |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A300 | Application deemed to be withdrawn because no request for examination was validly filed |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 19980903 |