JP3852082B2 - Building reinforcing tape and method of reinforcing a building using the same - Google Patents

Building reinforcing tape and method of reinforcing a building using the same Download PDF

Info

Publication number
JP3852082B2
JP3852082B2 JP21905597A JP21905597A JP3852082B2 JP 3852082 B2 JP3852082 B2 JP 3852082B2 JP 21905597 A JP21905597 A JP 21905597A JP 21905597 A JP21905597 A JP 21905597A JP 3852082 B2 JP3852082 B2 JP 3852082B2
Authority
JP
Japan
Prior art keywords
reinforcing
building
tape
reinforcement
length
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 - Fee Related
Application number
JP21905597A
Other languages
Japanese (ja)
Other versions
JPH1150348A (en
Inventor
昭次 川口
武 波多野
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.)
Du Pont Toray Co Ltd
Original Assignee
Du Pont Toray 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 Du Pont Toray Co Ltd filed Critical Du Pont Toray Co Ltd
Priority to JP21905597A priority Critical patent/JP3852082B2/en
Publication of JPH1150348A publication Critical patent/JPH1150348A/en
Application granted granted Critical
Publication of JP3852082B2 publication Critical patent/JP3852082B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Woven Fabrics (AREA)
  • Bridges Or Land Bridges (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は補強用テープに関し、特に、裁断が容易で、たとえばコンクリート建造物などの補強に適した補強用テープに関するものである。
【0002】
【従来の技術】
平成7年に発生した兵庫県南部地震により多数の家屋、ビル、道路や鉄道の高架橋などの構造物が破壊され、コンクリート構造物を始めとする土木建築物についての耐震性が見直されるようになった。特に、公共性の強い土木建築物については、政府から耐震補強を実施するよう義務づけされている。
【0003】
コンクリート製の土木建築物はすでに多数存在するが、一般に昭和55年以前に建設されたものについては耐震性が不十分であり、耐震補強を必要とする。また、耐震性が十分であっても、コンクリートの乾燥収縮や、外的圧力によってひび割れや部分的に剥落したものが多数存在し、これらの補修も行われる必要がある。
【0004】
コンクリートの補強、補修方法はいくつかあるが、繊維シートからなるテープをコンクリート面に貼り付け、もしくは巻き付ける補強、補修方法が注目されている。これは施工が容易であり、また、工期が短縮できるなどの利点があるためである。
【0005】
この繊維シートによる補強、補修方法は、引張強力が高くまた、引張弾性率の高い繊維シート(通常、炭素繊維が一般に用いられている)を用いて、コンクリートの表面にエポキシ樹脂を用いて接着させることにより行われる。この際、エポキシ樹脂は繊維シートをコンクリートに接着させるだけでなく、繊維シートに含浸し、シートの強度を向上させ、さらに繊維シートの強度をコンクリートに伝える媒体としての役割を果たしており、重要な材料である。
【0006】
このようにコンクリートの補強、補修の一工法として、繊維シートとエポキシ樹脂の複合体を貼り付ける方法が採用されており、現在急速に普及している。
【0007】
【発明が解決しようとする課題】
コンクリート表面に繊維シートを貼り付ける手順として、先ず、コンクリート表面を適当にはつり、研磨等によって表面の脆弱な層を取り除き、また、場合によっては隅角部を削り、適度に丸めたり、窪んだ部分にパテ等を充填して不陸調整を行う。こうした下地処理を行った後、コンクリートの表面にプライマーと呼ばれる樹脂を塗布し、乾燥させる。プライマーは通常、繊維シートに含浸させる樹脂と同種類のものを使用する。従って、エポキシ樹脂を含浸樹脂として使用する場合には、コンクリートに浸透しやすいように粘度等を調整されたエポキシ樹脂がプライマーとして用いられる。コンクリート表面にプライマーが塗布され、十分に乾燥したのち、含浸樹脂であるエポキシ樹脂がその上に塗布される。
【0008】
塗布後、あらかじめ必要とする長さ(柱の周長に継ぎしろを加えた長さ)に切断たアラミド繊維シートを直ちに貼り付け、ローラーなどを用いて、樹脂を十分に繊維シートに含浸させる。下塗り樹脂が十分含浸したことを確認した後、同じ樹脂を用いて、上塗りを行う。繊維シート全面に均一にエポキシ樹脂を塗布した後、樹脂が完全に硬化するまで、養生をしておく。補強の程度によっては、繊維シートを何層も重ねて貼り付けすることもあり、その際は上記の工程を繰り返す。最上層のシート貼り付けが終了し、表面のエポキシ樹脂が完全に硬化したことを確認したら、仕上げとして、耐久性、耐火性を向上させるため、表面をフッ素樹脂やアクリル樹脂塗装、場合によってはモルタル塗装する。
【0009】
以上の手順で行うが、高架橋柱のサイズは、一辺が70cm、高さが5m程度の角柱であり、また繊維シートの巾は50cm程度であるので、一層当たり、3mの長さのシートが、10本必要となる。また、新幹線の柱では、平均8層が必要であるので、高架橋柱1本につき約80本のシートが必要となる。従って、約80回の採寸、切断作業が、必要となる。工事現場においての採寸作業は、作業場所や作業時間に制限があるため、これまで寸法違いや、工期遅れなどの問題があった。これは、3mの長さのシートを測り、裁断するのに手間がかかっていたためである。
【0010】
従って、本発明の目的は、工事現場等での採寸が容易で、作業効率に優れた補強用シートを提供することにある。
【0011】
【課題を解決するための手段】
上記課題を解決するため、本発明は次の手段を採る。
(1) 長尺の補強用テープから建造物補強部分の周囲被覆若しくは表面貼付けの所用長さを切断し、補強部分に周囲被覆若しくは表面貼付けすることにより補強するための用途の長尺の補強用テープであって、タテ糸にアラミド繊維が使用され、かつ、長手方向一定間隔毎に、異なる色調の色糸がヨコ糸として織り込まれた織物から構成されることを特徴とする建造物補強用テープ。
【0012】
(2)補強対象の建造物がコンクリート建造物であることを特徴とする上記(1)記載の建造物補強用テープ。
(3)長尺の補強用テープから建造物補強部分の周囲被覆若しくは表面貼付けするに足る長さを切断した後、建造物補強部分の周囲若しくは表面に、接着剤でもって補強用テープを貼付け固定する建造物補強方法において、補強用テープとして請求項1記載の建造物補強用テープを用いることを特徴とする建造物の補強方法。
【0013】
【発明の実施の形態】
本発明の建造物補強用テープは織物から構成される。こ織物を構成する繊維材料は、通常は引張り強100kg/mm2以上のものを用い、例えばアラミド繊維、ポリアリレート繊維、ポリベンゾビスオキサゾール繊維、超高分子ポリエチレン繊維、高強力ポリビニルアルコール繊維等の有機繊維、炭素繊維、ガラス繊維、セラミック繊維等の無機繊維、あるいは金属繊維を単独あるいはこれら組み合わせであるが、タテ糸(シートの長手方向の糸)にアラミド繊維を使用することが必要である。
【0014】
織物は、少なくとも一部にアラミド繊維を用いるものであり、即ち、タテ糸(シートの長手方向の糸)にアラミド繊維を用いる。
【0015】
また、補強用テープへのマークは、一定のテープの長さごとに1本または数本の色糸をヨコ糸として打ち込むことによって達成する。
【0016】
このように、一定の長さごとにマーキングされた補強、補修用テープは、必要な長さに裁断するときに、マークによって任意の長さを判断でき、巻尺や他のスケールによって採寸する必要がない。特に工事現場など採寸のための広い場所が確保しにくい場所においては、スケールによる採寸の必要がないので、裁断作業が容易に効率よく実施できる。
【0017】
【実施例】
以下、実施例を挙げて本発明を具体的に説明する。
参考例
タテ糸に引張り強度290kg/mm2、引張り弾性率11,100kg/mm2の高弾性率パラ系アラミド繊維(商品名”ケブラー”)2840D、ヨコ糸にナイロン繊維210Dを用いて、巾50cmのテープ状織物を製織した。タテ糸の総本数は690本、ヨコ糸の密度は10cm間当たり60本で、織物組織は模紗織とした。
このテープ状織物を、エポキシ樹脂で樹脂含浸し硬化させた後の引張り強さは67トン/mで、鉄道の高架橋を支えるコンクリート柱の補強用テープ織物とし適したものであった。
【0018】
このテープ状織物を、測長器とスタンプを備えたマーカーに通し、長さ1m毎に赤のマーキングをした。
このマーキングされたテープ状織物を用いて、1辺が70cm、高さが5mの角柱である鉄道高架橋柱を補強するにあたり、スケールを用いることなくこのテープ状織物のマークを利用して、長さ3mの補強用テープ80本に裁断することができ、効率よく作業をすることができた。
【0019】
実施例
地ヨコ糸に、10cm毎にブルーに先染めした色糸を3本、1m毎に赤に先染めした色糸を3本ヨコ打ち込みして、裁断長を決めるマークとした以外は参考例と同じテープ状織物を作った。
【0020】
このテープ状織物はスタンプでマークする必要がなく、正確に裁断することが可能であった。
【0021】
実施例
先染めしないヨコ糸で1m製織し、次の1mは赤に先染めした色糸ヨコ糸として製織し、1m毎に交互に色の違う織物とした以外は、参考例と同じ糸使い、同じ組織で、巾50cmのテープ状織物を製織した。このテープ状織物は1mごとに色分けがされているので、スケールを用いなくても簡単に必要な長さに裁断することができた。
【0022】
【発明の効果】
一定の長さごとに異なる色調の色糸がヨコ糸として織り込まれた織物から構成される補強用テープは、必要な長さに裁断するときに、色糸のマークによって任意の長さを判断でき、巻尺や他のスケールによって採寸する必要がない。特に工事現場など採寸のための広い場所が確保しにくい場所においては、スケールによる採寸の必要がないので、裁断作業が容易に効率よく実施できる。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a reinforcing tape, and more particularly, to a reinforcing tape that is easy to cut and is suitable for reinforcing concrete structures, for example.
[0002]
[Prior art]
Many buildings, buildings, roads and railway viaducts were destroyed by the 1995 Hyogoken-Nanbu Earthquake, and the earthquake resistance of civil engineering buildings including concrete structures was reviewed. It was. In particular, the government is obligated to implement seismic reinforcement for civil structures with strong publicity.
[0003]
There are already many civil engineering buildings made of concrete, but generally those built before 1975 have insufficient seismic resistance and require seismic reinforcement. Moreover, even if the earthquake resistance is sufficient, there are many concretes that are cracked or partially peeled off due to drying shrinkage of the concrete or external pressure, and it is necessary to repair these.
[0004]
It reinforced concrete, although repair method are several, a tape made of a fiber sheet stuck to the concrete surface, or wound reinforcing, repairing method has attracted attention. This is because the construction is easy and the construction period can be shortened.
[0005]
This fiber sheet reinforcing and repairing method uses a fiber sheet having high tensile strength and high tensile elastic modulus (usually carbon fiber is generally used) and is bonded to the concrete surface using an epoxy resin. Is done. In this case, the epoxy resin not only adheres the fiber sheet to the concrete, but also impregnates the fiber sheet, improves the strength of the sheet, and further serves as a medium to convey the strength of the fiber sheet to the concrete, an important material It is.
[0006]
As described above, as a method for reinforcing and repairing concrete, a method of attaching a composite of a fiber sheet and an epoxy resin is adopted, and it is rapidly spreading at present.
[0007]
[Problems to be solved by the invention]
As a procedure for affixing the fiber sheet to the concrete surface, first, the concrete surface is properly suspended, the fragile layer of the surface is removed by polishing, etc. Fill up with putty etc. to adjust the unevenness. After such a surface treatment, a resin called a primer is applied to the concrete surface and dried. The primer is usually the same type as the resin impregnated into the fiber sheet. Therefore, when using an epoxy resin as an impregnating resin, an epoxy resin whose viscosity is adjusted so as to easily penetrate into concrete is used as a primer. After a primer is applied to the concrete surface and sufficiently dried, an epoxy resin as an impregnating resin is applied thereon.
[0008]
After the application, an aramid fiber sheet cut in advance to a required length (a length obtained by adding a margin to the circumference of the column) is immediately attached, and the fiber sheet is sufficiently impregnated with a resin using a roller or the like. After confirming that the undercoat resin is sufficiently impregnated, the same resin is used for overcoating. After the epoxy resin is uniformly applied to the entire surface of the fiber sheet, it is cured until the resin is completely cured. Depending on the degree of reinforcement, multiple layers of fiber sheets may be laminated and pasted, and in this case, the above steps are repeated. Once the top layer sheet has been pasted and the epoxy resin on the surface has been completely cured, the surface is coated with fluororesin or acrylic resin to improve durability and fire resistance. Paint.
[0009]
Although the above procedure is performed, the size of the viaduct pillar is a prism with a side of 70 cm and a height of about 5 m, and the fiber sheet has a width of about 50 cm. Ten are required. In addition, since Shinkansen pillars require an average of 8 layers, approximately 80 sheets are required per viaduct pillar. Accordingly, approximately 80 times of measuring and cutting operations are required. The measurement work at the construction site is limited in work place and work time, so there have been problems such as dimensional differences and delays in the construction period. This is because it takes time to measure and cut a sheet having a length of 3 m.
[0010]
Accordingly, an object of the present invention is to provide a reinforcing sheet that is easy to measure at a construction site or the like and has excellent work efficiency.
[0011]
[Means for Solving the Problems]
In order to solve the above problems, the present invention employs the following means.
(1) For the purpose of long reinforcement for use to reinforce by reinforcing the surrounding part of the reinforcing part of the building by applying the peripheral covering or surface sticking to the reinforcing part by cutting the length of the surrounding part of the reinforcing part of the building or applying the surface A tape for reinforcing a building , wherein aramid fibers are used for warp yarns, and the yarns are made of weft yarns of different colors as weft yarns at regular intervals in the longitudinal direction. tape.
[0012]
(2) the building of the reinforcing object is characterized in that it is a concrete building (1) Symbol placement buildings reinforcing tape.
(3) After cutting the length of the long reinforcing tape that is sufficient to cover the surface of the building reinforcement or to apply the surface, the reinforcing tape is attached and fixed to the periphery or surface of the building reinforcement with an adhesive. In the building reinforcement method to be performed, the building reinforcement tape according to claim 1 is used as the reinforcement tape.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Building reinforcing tape of the present invention is Ru consists fabric. Fiber material constituting the this fabric is usually used as tensile strength of 100 kg / mm 2 or more, such as aramid fibers, polyarylate fibers, polybenzobisoxazole fibers, ultrahigh molecular weight polyethylene fibers, high strength polyvinyl alcohol Organic fibers such as fibers, inorganic fibers such as carbon fibers, glass fibers, and ceramic fibers, or metal fibers are used alone or in combination , but aramid fibers may be used for warp yarns (yarns in the longitudinal direction of the sheet). is necessary.
[0014]
Fabric was used such that aramid fibers at least a portion, i.e., Ru using aramid fibers in the warp yarn (longitudinal direction of the yarn sheet).
[0015]
Further, the mark of the reinforcing tape, achieved by implanting one or several of the color yarn for each length of a certain tape as weft.
[0016]
In this way, the tape for reinforcement and repair marked at a certain length can be determined by the mark when cutting to the required length, and it is necessary to measure with a tape measure or other scale. Absent. Especially in places where it is difficult to secure a large space for measurement, such as a construction site, it is not necessary to measure with a scale, so that cutting work can be carried out easily and efficiently.
[0017]
【Example】
Hereinafter, the present invention will be specifically described with reference to examples.
Reference Example warp tensile strength 290 kg / mm 2, the high modulus para-aramid fiber tensile modulus 11,100kg / mm 2 (trade name "Kevlar") 2840D, using nylon fibers 210D in weft yarn, width 50cm A tape-shaped woven fabric was woven. The total number of warp yarns was 690, the density of the weft yarns was 60 per 10 cm, and the woven fabric was imitation weave.
This tape-shaped woven fabric had a tensile strength of 67 ton / m after being impregnated with an epoxy resin and cured, and was suitable as a reinforcing tape fabric for reinforcing concrete pillars that support railway viaducts.
[0018]
This tape-shaped woven fabric was passed through a marker equipped with a length measuring device and a stamp, and red marking was made every 1 m in length.
When using this marked tape-shaped fabric to reinforce a railway viaduct column, which is a prism with a side of 70 cm and a height of 5 m, the length of the tape-shaped fabric is used without using a scale. It was possible to cut into 80 pieces of 3 m reinforcing tape, and to work efficiently.
[0019]
Example 1
Same as the reference example , except that three horizontal yarns pre-dyed in blue every 10 cm and three red yarns pre-dyed in red every 1 m are used to determine the cutting length. A tape-shaped fabric was made.
[0020]
This tape-shaped woven fabric did not need to be marked with a stamp and could be cut accurately.
[0021]
Example 2
Weaving 1m with undyed weft yarn, the next 1m weaving as red yarn-dyed colored yarn weft yarn, and weaving them in different colors every 1m, using the same yarn and the same structure as the reference example Then, a tape-shaped woven fabric having a width of 50 cm was woven. Since the tape-shaped woven fabric is color-coded every 1 m, it can be easily cut to the required length without using a scale.
[0022]
【The invention's effect】
Reinforcing tape composed of a fabric different shades of color yarn woven as the weft yarn for each fixed length, when cut into required lengths, can determine any length by marks colored threads No need to measure with tape measure or other scales. Especially in places where it is difficult to secure a large space for measurement, such as a construction site, it is not necessary to measure with a scale, so that cutting work can be carried out easily and efficiently.

Claims (3)

長尺の補強用テープから建造物補強部分の周囲被覆若しくは表面貼付けの所用長さを切断し、補強部分に周囲被覆若しくは表面貼付けすることにより補強するための用途の長尺の補強用テープであって、タテ糸にアラミド繊維が使用され、かつ、長手方向一定間隔毎に、異なる色調の色糸がヨコ糸として織り込まれた織物から構成されることを特徴とする建造物補強用テープ。 Cutting the peripheral coating or surface pasted Shoyo length of the building reinforced portion from the reinforcement tape long, met applications reinforcing tapes elongated for reinforcing by only around covering or surface attached to the reinforcing portion A structure reinforcing tape comprising a woven fabric in which aramid fibers are used for warp yarns, and colored yarns of different colors are woven as weft yarns at regular intervals in the longitudinal direction. 補強対象の建造物がコンクリート建造物であることを特徴とする請求項1記載の建造物補強用テープ。 Building reinforcing tape according to claim 1, wherein the building of the reinforcing object is characterized in that it is a concrete building. 長尺の補強用テープから建造物補強部分の周囲被覆若しくは表面貼付けするに足る長さを切断した後、建造物補強部分の周囲若しくは表面に、接着剤でもって補強用テープを貼付け固定する建造物補強方法において、補強用テープとして請求項1記載の建造物補強用テープを用いることを特徴とする建造物の補強方法。A structure in which a length sufficient to cover or surround a building reinforcement portion is cut from a long reinforcing tape, and then the reinforcement tape is attached and fixed to the periphery or surface of the building reinforcement portion with an adhesive. In the reinforcing method, the building reinforcing tape according to claim 1 is used as the reinforcing tape.
JP21905597A 1997-07-29 1997-07-29 Building reinforcing tape and method of reinforcing a building using the same Expired - Fee Related JP3852082B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21905597A JP3852082B2 (en) 1997-07-29 1997-07-29 Building reinforcing tape and method of reinforcing a building using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21905597A JP3852082B2 (en) 1997-07-29 1997-07-29 Building reinforcing tape and method of reinforcing a building using the same

Publications (2)

Publication Number Publication Date
JPH1150348A JPH1150348A (en) 1999-02-23
JP3852082B2 true JP3852082B2 (en) 2006-11-29

Family

ID=16729568

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21905597A Expired - Fee Related JP3852082B2 (en) 1997-07-29 1997-07-29 Building reinforcing tape and method of reinforcing a building using the same

Country Status (1)

Country Link
JP (1) JP3852082B2 (en)

Also Published As

Publication number Publication date
JPH1150348A (en) 1999-02-23

Similar Documents

Publication Publication Date Title
CA2097111C (en) Method of repairing electric pole made of concrete and electric pole
US6183835B1 (en) Manufacturing method of reinforced fiber sheet useful for repairing/reinforced concrete structure
CA2413730C (en) Structure reinforcing method, structure-reinforcing reinforcing fiber yarn-containing material, reinforcing structure material and reinforced structure
CA3126621C (en) Method for strengthening concrete or timber structures using cfrp strips and concrete or timber structures strengthened by this method
JP3097497B2 (en) Reinforced fiber sheet and concrete structure
JP5645440B2 (en) Structure reinforcement method
JP2002155509A (en) Reinforcing structure and reinforcement method for concrete structure
JP3852082B2 (en) Building reinforcing tape and method of reinforcing a building using the same
JP3415107B2 (en) Method for reinforcing concrete structure and reinforcing structure
TW201943561A (en) Reinforcing laminate material for structure, reinforcing method, and reinforcing structure
JP2004044322A (en) Method for repairing/reinforcing concrete structure
JP7153995B1 (en) Coating agent application method, fiber sheet, and fiber sheet construction method
KR20080105942A (en) Reinforced fiber containing resin panel and method of reinforcing construction
JPH05332031A (en) Concrete pole repairing method
JP2819333B2 (en) How to reinforce structures
JPH10306596A (en) Repairing and reinforcing method of existing concrete structure
JP3852085B2 (en) Reinforcing fiber sheet
KR100225919B1 (en) Reinforcing fiber sheet for the repairing of concrete structures and method of manufacturing the same
JP3553865B2 (en) Method of reinforcing steel structure and buffer layer for reinforcing steel structure
JP3399918B2 (en) Reinforcement structure of concrete structure with curved surface
JP2965173B2 (en) Fiber reinforced resin reinforced cement based structure
JPH04336243A (en) Fiber reinforced resin reinforced cementituous structure and method for reinforcing the same structure
JP3947313B2 (en) Tunnel repair method
JP2000054645A (en) Concrete structure reinforcing method
JP3523740B2 (en) Method of reinforcing structure with conductive reinforcing fiber sheet

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040106

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20040106

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20040106

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20050729

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050816

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20051013

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060822

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060825

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090915

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100915

Year of fee payment: 4

LAPS Cancellation because of no payment of annual fees