JPH06280347A - Concrete reinforcing member - Google Patents
Concrete reinforcing memberInfo
- Publication number
- JPH06280347A JPH06280347A JP7001193A JP7001193A JPH06280347A JP H06280347 A JPH06280347 A JP H06280347A JP 7001193 A JP7001193 A JP 7001193A JP 7001193 A JP7001193 A JP 7001193A JP H06280347 A JPH06280347 A JP H06280347A
- Authority
- JP
- Japan
- Prior art keywords
- rope
- net
- hardening
- energization
- carbon fiber
- 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
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、炭素繊維強化プラスチ
ックよりなる網状のコンクリート補強材に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reticulated concrete reinforcing material made of carbon fiber reinforced plastic.
【0002】[0002]
【従来の技術】従来の網状もしくは立体的なコンクリー
ト補強材としては、専ら鉄網が使用され、一部、立体織
物状の繊維強化プラスチックが使用されている。2. Description of the Related Art As a conventional net-like or three-dimensional concrete reinforcing material, an iron net is mainly used, and a part of a three-dimensional woven fiber-reinforced plastic is used.
【0003】鉄網の場合、コンクリート部材が大断面の
ものになると、折り曲げ加工が困難になるばかりでな
く、現場への運搬に多大の手間がかかる。立体織物状の
繊維強化プラスチックの場合は、その加工が不可能であ
り用途が限定される。また、コンクリート部材が大断面
のものになると、運搬上の制約がある。In the case of an iron net, if the concrete member has a large cross section, not only the bending process becomes difficult, but also it takes a lot of time to carry it to the site. In the case of a three-dimensional woven fiber-reinforced plastic, its processing is impossible and its use is limited. Further, when the concrete member has a large cross section, there are restrictions in transportation.
【0004】[0004]
【発明が解決しようとする課題】本発明は、折り曲げ加
工が容易であり、運搬上の制約のない網状もしくは立体
的なコンクリート補強材を提供することを目的とする。SUMMARY OF THE INVENTION It is an object of the present invention to provide a net-like or three-dimensional concrete reinforcing material which can be easily bent and has no restrictions in transportation.
【0005】[0005]
【課題を解決するための手段】本発明は、炭素繊維束に
熱硬化性樹脂を含浸させた通電硬化性ロープを原材料と
して製網された網状体を所定の形状とした状態で、通電
硬化性ロープに通電し通電硬化性ロープを硬化した炭素
繊維強化プラスチックよりなるコンクリート補強材であ
る。According to the present invention, a net-like body made of a current-curing rope in which a carbon fiber bundle is impregnated with a thermosetting resin is used as a raw material, and the net-like body has a predetermined shape. It is a concrete reinforcing material made of carbon fiber reinforced plastic in which an electric current is passed through the rope to cure the current-curing rope.
【0006】本発明においては、まず、炭素繊維束に熱
硬化性樹脂を含浸させた通電硬化性ロープより網状体を
製網する必要があり、この作業は工場で行われる。製網
機により織網や結節網が作られる。この網状体の縦ロー
プと横ロープとは直交しているのが好ましいので織網が
好ましいが、一方、ロープに節が多いとコンクリートと
補強材との付着力が大きくなるので、その面では結節網
が好ましく、両者は一長一短である。勿論、これ以外の
製網機によって製網してもよい。製網機による製網で不
十分なときは人手により製網してもよい。網目の大きさ
は補強材が使用されるコンクリート部材の種類、大きさ
などによって適宜決定される。さらに、網目の大きさは
網状体全体にわたって均一であるよりは場所によって変
化している方が好ましい。というのは、例えば、この網
状体を折り曲げて4角柱状として梁部材の補強材として
使用する場合は、横ロープが軸方向筋となり、縦ロープ
がスターラップ筋になるのであるが、軸方向筋でも上端
筋と下端筋では本数を変え、スターラップ筋でも端部と
中央部では本数を変える方が効率のよい補強が行えるか
らである。In the present invention, first, it is necessary to net the net-like body from the electrically curable rope in which the carbon fiber bundle is impregnated with the thermosetting resin, and this work is performed in the factory. Woven and knotted nets are made by a net making machine. A woven net is preferable because it is preferable that the vertical rope and the horizontal rope of the mesh body are orthogonal to each other, but on the other hand, if the rope has many knots, the adhesive force between the concrete and the reinforcing material becomes large, and therefore, the knot in that aspect. A net is preferable, and both have advantages and disadvantages. Of course, the net may be made by a net making machine other than this. When the net-making by the net-making machine is insufficient, the net-making may be done manually. The size of the mesh is appropriately determined depending on the type and size of the concrete member in which the reinforcing material is used. Further, it is preferable that the size of the mesh varies depending on the location rather than being uniform over the entire mesh. This is because, for example, when this mesh is bent and used as a reinforcing member for a beam member in the form of a quadrangular prism, the horizontal rope becomes the axial line and the vertical rope becomes the stirrup line. However, it is possible to perform efficient reinforcement by changing the number of the upper and lower streaks and changing the number of the stirrup stirs at the end and the center.
【0007】上記のようにして製造された網状体は(平
面積が大きい場合は折り畳まれて)現場もしくは現場に
隣接する通電硬化させるための加工場へ運搬される。The reticulate body manufactured as described above is transported (folded in the case of a large flat area) or to a processing site adjacent to the site for electric current curing.
【0008】現場などでは網状体は平面のままか、もし
くは折り曲げて所定の立体形状とした状態で通電され
る。この通電によりロープ内に発生する熱によってロー
プ自体が硬化し網状体はその形状を保ったまま硬化す
る。この硬化した網状体を所定の場所に配置し、そこへ
コンクリートを打設する。[0008] In the field or the like, the reticulated body is energized in the state of being flat or bent to have a predetermined three-dimensional shape. Due to the heat generated in the rope due to this energization, the rope itself is hardened and the net-like body is hardened while maintaining its shape. The hardened mesh body is placed at a predetermined place, and concrete is poured therein.
【0009】[0009]
【実施例】以下図面を参照しながら本発明を説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings.
【0010】図1は本発明の製造工程をを示す斜視図で
あり、(a)は製網工程、(b)は運搬工程、(c)は
硬化工程である。FIG. 1 is a perspective view showing a manufacturing process of the present invention. (A) is a net-making process, (b) is a carrying process, and (c) is a curing process.
【0011】(a)は製網工程であり、通電硬化性ロー
プ1を経糸として配置し、緯糸として通電硬化性ロープ
1を打ち込んで織りながら網状体2を製造する。製造さ
れた網状体2は平面積が大きい場合は(b)に示すよう
に折り畳まれて、現場もしくは現場に隣接する通電硬化
させるための加工場へ運搬される。網状体2は(c)に
示すように4本の支持棒3の周りに巻きつけられ、4角
柱状とし通電装置4より通電されて硬化し梁部材用補強
材となる。(c)には通電装置4として1個を示したが
網状体2の組織、大きさなどにより、複数の通電装置4
が使用されることもある。また、支持棒3をコンクリー
ト型枠内に設けておけば、硬化した補強材を移動する手
間が省ける。図2は梁部材用補強材の網状体の組織の例
を示すもので、(a)は平面図、(b)は4角柱状に折
り曲げた状態の斜視図である。(a)に示すように経糸
6は両端部は密に、中央部は粗の組織であり、緯糸は緯
糸5の部分で密でその両側は粗で緯糸7の部分でやや密
な組織である。4角柱状に折り曲げたとき、緯糸7の部
分が重ね合わされる。緯糸5が下端筋、緯糸7が上端
筋、経糸6がスターラップ筋に相当する。(A) is a net-making step in which the electro-curable rope 1 is arranged as a warp, and the electro-curable rope 1 is driven as a weft to weave the net-like body 2. When the produced net-like body 2 has a large plane area, it is folded as shown in (b) and is transported to the site or a processing site adjacent to the site for electric current curing. As shown in (c), the mesh body 2 is wound around four support rods 3 to form a quadrangular prism shape, which is energized by the energizing device 4 and hardened to be a beam member reinforcing material. Although a single energizing device 4 is shown in (c), a plurality of energizing devices 4 may be provided depending on the structure and size of the mesh body 2.
Is sometimes used. Further, if the support bar 3 is provided in the concrete form, the labor of moving the hardened reinforcing material can be saved. 2A and 2B show an example of the structure of a mesh-like body of a reinforcing member for a beam member. FIG. 2A is a plan view and FIG. 2B is a perspective view in a state of being bent into a quadrangular prism. As shown in (a), the warp 6 has a dense design at both ends and a coarse design at the center, and the weft has a dense design at the weft 5 part and a coarse design on both sides and a slightly dense design at the weft 7 part. . When folded into a quadrangular prism, the weft yarns 7 are overlapped. The weft 5 corresponds to the lower end bar, the weft 7 corresponds to the upper end bar, and the warp 6 corresponds to the stirrup bar.
【0012】[0012]
【発明の効果】折り曲げ加工が容易であり、運搬上の制
約のない網状もしくは立体的なコンクリート補強材を得
ることができる。EFFECTS OF THE INVENTION It is possible to obtain a net-like or three-dimensional concrete reinforcing material which is easy to bend and has no restrictions on transportation.
【図1】本発明の製造工程を示す斜視図であり、(a)
は製網工程、(b)は運搬工程、(c)は硬化工程であ
る。FIG. 1 is a perspective view showing a manufacturing process of the present invention, (a)
Is a net making process, (b) is a carrying process, and (c) is a curing process.
【図2】梁部材用補強材の網状体の組織を示すもので、
(a)は平面図、(b)は4角柱状に折り曲げた状態の
斜視図である。FIG. 2 is a diagram showing the structure of a mesh of reinforcing members for beam members,
(A) is a plan view and (b) is a perspective view in the state of being bent into a quadrangular prism.
1・・通電硬化性ロープ、2・・網状体、3・・支持
棒、4・・通電装置、5・・下端筋相当緯糸、6・・経
糸、7・・上端筋相当緯糸1 ・ ・ Electrically curable rope, 2 ・ ・ Reticulate body, 3 ・ ・ Support rod, 4 ・ ・ Electrical device, 5 ・ ・ Lower end bar weft, 6 ・ ・ Warp, 7 ・ ・ Upper bar weft
Claims (1)
通電硬化性ロープを原材料として製網された網状体を所
定の形状とした状態で、通電硬化性ロープに通電し通電
硬化性ロープを硬化した炭素繊維強化プラスチックより
なるコンクリート補強材1. An electro-curable rope in which electricity is applied to an electro-curable rope in a state where a net-like body made of a net-shaped electro-curable rope in which a carbon fiber bundle is impregnated with a thermosetting resin is used as a raw material, has a predetermined shape. Reinforced concrete made of hardened carbon fiber reinforced plastic
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5070011A JP2643758B2 (en) | 1993-03-29 | 1993-03-29 | Concrete reinforcement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5070011A JP2643758B2 (en) | 1993-03-29 | 1993-03-29 | Concrete reinforcement |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06280347A true JPH06280347A (en) | 1994-10-04 |
JP2643758B2 JP2643758B2 (en) | 1997-08-20 |
Family
ID=13419240
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5070011A Expired - Lifetime JP2643758B2 (en) | 1993-03-29 | 1993-03-29 | Concrete reinforcement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2643758B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1170596A (en) * | 1997-06-20 | 1999-03-16 | Tonen Corp | Reinforced fiber reinforced bar, reinforcing method for concrete structure, and manufacture of reinforced fiber reinforced bar |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5310665A (en) * | 1976-07-16 | 1978-01-31 | Sumitomo Electric Industries | Method of reinforcement of resin concrete |
JPS5861849U (en) * | 1981-10-21 | 1983-04-26 | シヨ−ボンド建設株式会社 | Mesh heating element and reinforcing material for structures using thermosetting resin |
JPS6351014U (en) * | 1986-09-22 | 1988-04-06 | ||
JPS63197751A (en) * | 1987-02-13 | 1988-08-16 | 新日本製鐵株式会社 | Carbon fiber reinforced inorganic board |
JPS63201266A (en) * | 1987-02-13 | 1988-08-19 | 株式会社大林組 | Ps concrete construction method using carbon fiber |
-
1993
- 1993-03-29 JP JP5070011A patent/JP2643758B2/en not_active Expired - Lifetime
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5310665A (en) * | 1976-07-16 | 1978-01-31 | Sumitomo Electric Industries | Method of reinforcement of resin concrete |
JPS5861849U (en) * | 1981-10-21 | 1983-04-26 | シヨ−ボンド建設株式会社 | Mesh heating element and reinforcing material for structures using thermosetting resin |
JPS6351014U (en) * | 1986-09-22 | 1988-04-06 | ||
JPS63197751A (en) * | 1987-02-13 | 1988-08-16 | 新日本製鐵株式会社 | Carbon fiber reinforced inorganic board |
JPS63201266A (en) * | 1987-02-13 | 1988-08-19 | 株式会社大林組 | Ps concrete construction method using carbon fiber |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1170596A (en) * | 1997-06-20 | 1999-03-16 | Tonen Corp | Reinforced fiber reinforced bar, reinforcing method for concrete structure, and manufacture of reinforced fiber reinforced bar |
Also Published As
Publication number | Publication date |
---|---|
JP2643758B2 (en) | 1997-08-20 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19970401 |