JP7357438B2 - Reinforcement method and reinforcing material for metal pipes - Google Patents
Reinforcement method and reinforcing material for metal pipes Download PDFInfo
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- JP7357438B2 JP7357438B2 JP2018080177A JP2018080177A JP7357438B2 JP 7357438 B2 JP7357438 B2 JP 7357438B2 JP 2018080177 A JP2018080177 A JP 2018080177A JP 2018080177 A JP2018080177 A JP 2018080177A JP 7357438 B2 JP7357438 B2 JP 7357438B2
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- 239000012779 reinforcing material Substances 0.000 title claims description 52
- 239000002184 metal Substances 0.000 title claims description 38
- 238000000034 method Methods 0.000 title claims description 13
- 230000002787 reinforcement Effects 0.000 title description 6
- 239000000835 fiber Substances 0.000 claims description 52
- 239000004744 fabric Substances 0.000 claims description 23
- 239000000463 material Substances 0.000 claims description 19
- 239000012790 adhesive layer Substances 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 239000012530 fluid Substances 0.000 claims description 10
- 239000000126 substance Substances 0.000 claims description 6
- 230000000630 rising effect Effects 0.000 claims 1
- 239000004760 aramid Substances 0.000 description 6
- 238000002347 injection Methods 0.000 description 6
- 239000007924 injection Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000005260 corrosion Methods 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 229920006231 aramid fiber Polymers 0.000 description 3
- 229920003235 aromatic polyamide Polymers 0.000 description 3
- 238000009429 electrical wiring Methods 0.000 description 3
- 230000002950 deficient Effects 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 230000004323 axial length Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N phenol group Chemical group C1(=CC=CC=C1)O ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 description 1
- 229920001568 phenolic resin Polymers 0.000 description 1
- 239000005011 phenolic resin Substances 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000009941 weaving Methods 0.000 description 1
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- Road Signs Or Road Markings (AREA)
- Working Measures On Existing Buildindgs (AREA)
Description
本発明は、道路照明ポールなどの金属管の補強(改修)に関する。 The present invention relates to reinforcing (renovating) metal tubes such as road lighting poles.
例えば、下端部を地中に植設して立てられた道路照明ポールは、その地際から下の部位に腐蝕が発生する懸念があるので、特許文献1に開示されるような補強技術で補強を行う場合がある。特許文献1に開示されているのは、中空柱の地際から下の部分において、内部にアラミドロッドを多数、スペーサを使用して規則正しく配置し、そして、モルタル等の流動性固化材を注入する補強方法である。 For example, road lighting poles that are erected with their lower ends planted underground are likely to suffer corrosion in the areas below the ground, so they are reinforced using the reinforcement technology disclosed in Patent Document 1. may be done. What is disclosed in Patent Document 1 is that a large number of aramid rods are regularly arranged inside a hollow column below the ground using spacers, and a fluid solidifying material such as mortar is injected. This is a reinforcement method.
従来技術の上記補強方法には、アラミドロッドの配置に手間がかかるという改善点がある。また、道路照明ポールの場合はその内部に電気配線が配されているので、このような内部部品のある金属管であっても支障なく補強できるような補強技術も必要である。 The above reinforcement method of the prior art has an improvement in that the arrangement of the aramid rods is time-consuming. Furthermore, in the case of road lighting poles, electrical wiring is arranged inside the poles, so there is a need for reinforcement techniques that can be used to reinforce even metal tubes with such internal parts without any problems.
金属管を補強するために提案する本発明に係る補強方法は、金属管の中に筒形の補強材を挿入し、該挿入した補強材の内側に流動性固化材を注入して当該補強材を金属管の内壁に押し付ける工程を含み、その補強材として、それぞれが多数の化学繊維を束ねた繊維束からなる経糸と、この経糸をなす繊維束を相互に連結する緯糸とからなる平織の繊維束織物を、前記経糸を軸方向にして筒形とし、その外表面に接着剤層を形成した補強材を使用することを特徴とする。この補強材は、平織をなす前記緯糸の経糸間通過部分(すなわち、前記緯糸が前記経糸の間を表裏へ通過する部分)が関節となって、前記経糸がヒンジ接続されるので、当該関節部分で屈曲可能である。一態様として、前記緯糸は、前記経糸の複数本おきに前記経糸の間を通過して表裏へ移行し浮き沈みするように織り込む態様とすることが可能で、この態様によると、当該経糸の複数本おきにある緯糸の経糸間通過部分を関節として前記経糸がヒンジ接続される。 The reinforcing method according to the present invention proposed for reinforcing a metal pipe involves inserting a cylindrical reinforcing material into a metal pipe, injecting a fluid solidifying material into the inside of the inserted reinforcing material, and reinforcing the reinforcing material. The reinforcing material includes a process of pressing fibers against the inner wall of a metal tube, and as a reinforcing material, plain weave fibers are made of warp yarns, each consisting of a fiber bundle made of a large number of chemical fibers, and a weft yarn that interconnects the fiber bundles that make up the warp yarns. The present invention is characterized in that the bundled fabric is formed into a cylindrical shape with the warp in the axial direction, and a reinforcing material having an adhesive layer formed on the outer surface thereof is used. In this reinforcing material, the portion where the weft threads pass between the warp threads forming a plain weave (that is, the portion where the weft threads pass between the warp threads from front to back) forms a joint, and the warp threads are hinge-connected, so the joint portion It can be bent. In one embodiment, the weft threads can be woven so as to pass between the warp threads every plurality of the warp threads, move to the front and back, and float up and down. The warp threads are hinge-connected by using the inter-warp passing portions of the weft threads at intervals as joints.
本発明に係る補強方法と補強材は、例えば経糸をなす繊維束をアラミド繊維を束ねて作った繊維束織物とすれば、筒形の補強材を金属管に挿入するという簡単な手法で管内壁に沿ってアラミドロッドを配筋することができる。また、補強材が経糸間で屈曲可能であることから、金属管内に電気配線などがあってもこれに沿って補強材が変形し、支障なく補強を行える。 For example, if the fiber bundle forming the warp is a fiber bundle fabric made by bundling aramid fibers, the reinforcing method and reinforcing material according to the present invention can be applied to the inner wall of the pipe by simply inserting a cylindrical reinforcing material into the metal pipe. Aramid rods can be reinforced along the Furthermore, since the reinforcing material can be bent between the warp yarns, even if there is electrical wiring inside the metal tube, the reinforcing material deforms along with this, and the reinforcing can be performed without any problem.
図1(A)に、本発明に係る補強材を作製するための繊維束織物について、平面図で例示してある。補強材をなす繊維束織物1は、経糸10と緯糸20とからなる平織の織物である。経糸10は、それぞれが多数の化学繊維を束ねた繊維束からなり、この経糸をなす繊維束10がその延伸方向Yを互いに平行にして横1列に並べられ、緯糸20によって相互に連結されている。緯糸20は、図1(B)に示すとおり、経糸をなす繊維束10の複数本おき(本実施形態では3本おき)に経糸10の間を通過して表から裏へまた裏から表へ移行し浮き沈みするように織り込まれていて、当該緯糸の経糸間通過部分21を関節として、経糸の繊維束10が3本おきにヒンジ接続される構造となっている。経糸の繊維束10は、この場合、3本ずつ互いに接着することもできる。 FIG. 1A shows a plan view of a fiber bundle fabric for producing a reinforcing material according to the present invention. The fiber bundle fabric 1 forming the reinforcing material is a plain weave fabric consisting of warp yarns 10 and weft yarns 20. The warp threads 10 each consist of a fiber bundle made up of a large number of chemical fibers, and the fiber bundles 10 constituting the warp threads are arranged in a horizontal row with their drawing direction Y parallel to each other, and are interconnected by weft threads 20. There is. As shown in FIG. 1(B), the weft yarns 20 pass between the warp yarns 10 every other fiber bundle 10 (every third in this embodiment) forming the warp yarns from the front to the back and from the back to the front. It is woven so that it moves and rises and falls, and has a structure in which every third fiber bundle 10 of the warp yarns is hingedly connected using the inter-warp passing portion 21 of the weft yarn as a joint. In this case, the warp fiber bundles 10 can also be glued together in groups of three.
図1(A)及び図1(B)から分かるように、経糸の繊維束10は、上記の織り方で張力をかけた緯糸20により、本実施形態において3本ずつひとまとまりに束ねられて、この3本は互いに密着して固定される。一方、経糸3本おきに緯糸20が表裏へ移行するので、この経糸3本おきに現れる緯糸20の経糸間通過部分21に該当する繊維束10の間は、例えば0.1mm~1mm程度の、緯糸20の材質(又は太さ)に従う隙間が存在し、離れている。したがって、経糸間通過部分21を関節として経糸の繊維束10がヒンジ接続され、図1(B)に示すように、繊維束織物1は、経糸間通過部分21を関節にして屈曲する。なお、この緯糸20の経糸間通過部分21は、経糸間の隙間にカッターなどの刃を入れて切断することが可能であり、経糸10の切り離し部としての機能ももつ。このような緯糸20は、ポリエチレン製やポリプロピレン製のものを使用できる。 As can be seen from FIGS. 1(A) and 1(B), the warp fiber bundles 10 are bundled into three bundles in this embodiment by the weft threads 20 which are tensioned by the above-described weaving method. These three pieces are fixed in close contact with each other. On the other hand, since the weft yarns 20 move to the front and back sides every three warps, the distance between the fiber bundles 10 corresponding to the inter-warp passing portions 21 of the weft yarns 20 that appear every three warps is, for example, about 0.1 mm to 1 mm. A gap exists depending on the material (or thickness) of the weft 20, and the gaps are separated. Therefore, the warp fiber bundle 10 is hinge-connected using the warp passing portion 21 as a joint, and as shown in FIG. 1(B), the fiber bundle fabric 1 bends using the warp passing portion 21 as a joint. Note that the inter-warp passing portion 21 of the weft 20 can be cut by inserting a blade such as a cutter into the gap between the warp yarns, and also functions as a section for separating the warp yarns 10. Such weft threads 20 can be made of polyethylene or polypropylene.
経糸をなす繊維束10は、図1(C)の断面図(繊維束の1本を示している)に示すように、1本1本が延伸方向Yに延伸する長繊維の高強度繊維(例えばアラミド繊維)11を多数束ね、フェノール系、ポリエステル系、エポキシ系又はアクリル系の樹脂を含浸して固めることで形成される。アラミド繊維11を束ねた1本の繊維束10の太さは、一例として500デシテックス(dtex)とし、0.5mm以上で5mm以下の直径にするのが配筋用強度を考えると好ましい。また、含浸した樹脂の硬度は、繊維束織物1を加工するうえで、80以下(ロックウェル硬さ)にするのがよい。 As shown in the cross-sectional view of FIG. 1(C) (one of the fiber bundles is shown), the fiber bundle 10 forming the warp is made of long-fiber high-strength fibers (each of which is stretched in the drawing direction Y). For example, it is formed by bundling a large number of aramid fibers 11 and impregnating and hardening them with a phenolic, polyester, epoxy, or acrylic resin. The thickness of one fiber bundle 10 made by bundling aramid fibers 11 is, for example, 500 decitex (dtex), and it is preferable to have a diameter of 0.5 mm or more and 5 mm or less, considering the strength for reinforcing. Further, the hardness of the impregnated resin is preferably 80 or less (Rockwell hardness) for processing the fiber bundle fabric 1.
以上の形態の繊維束織物1は、経糸10の延伸方向Yが筒形の軸方向となるようにして丸め、つまり、図2に示すように経糸10を軸方向にして筒形とし、補強材として使用する。経糸10が経糸間通過部分21でヒンジ接続されているのでこの部分の屈曲により、繊維束織物1を筒形にすることは簡単にできる。図1(A)の繊維束織物1を筒形にしたときの突き合わせ端部は(図1(A)の左右の側縁)、緯糸20と同じ素材の結束材で結束して連結すればよい。あるいは、筒形に丸めるだけで端部は連結せずフリーにしておくことも可能である。 The fiber bundle fabric 1 of the above configuration is rolled so that the stretching direction Y of the warp yarns 10 is the axial direction of the cylinder, that is, as shown in FIG. Use as. Since the warp threads 10 are hingedly connected at the warp passing portion 21, the fiber bundle fabric 1 can be easily formed into a cylindrical shape by bending this portion. When the fiber bundle fabric 1 in FIG. 1(A) is shaped into a cylinder, the butted ends (left and right side edges in FIG. 1(A)) may be tied and connected using a binding material made of the same material as the weft yarns 20. . Alternatively, it is also possible to simply roll it into a cylindrical shape and leave the ends free without connecting them.
筒形に丸めた図2に示す繊維束織物1は、その外表面に、接着剤層が形成される。接着剤層は、例えば、エポキシ樹脂などの硬化性樹脂を外表面に塗布することで形成可能である。接着剤層は、緯糸20の径よりも厚く形成しておくのがよい。この接着剤層を形成するにあたって、経糸10が本例では3本ずつまとめてあって該3本が1枚の板をなす形態になっているので、接着剤を厚く塗布して層を形成しやすくなっており、さらには接着剤層の表面積をより広くとることも可能となっている。 The fiber bundle fabric 1 shown in FIG. 2 rolled into a cylindrical shape has an adhesive layer formed on its outer surface. The adhesive layer can be formed, for example, by applying a curable resin such as an epoxy resin to the outer surface. The adhesive layer is preferably formed to be thicker than the diameter of the weft yarn 20. To form this adhesive layer, in this example, three warps 10 are grouped together to form one plate, so the adhesive is applied thickly to form a layer. This makes it easier to use, and it also makes it possible to increase the surface area of the adhesive layer.
図3と図4に、図2の筒形にした繊維束織物1に接着剤層を形成した後の補強材100を使用する金属管の補強工程に関し、簡単に図示して説明する。 3 and 4, a process for reinforcing a metal tube using the reinforcing material 100 after forming an adhesive layer on the cylindrical fiber bundle fabric 1 shown in FIG. 2 will be briefly illustrated and explained.
金属管Pは、例えば道路に立設された道路照明ポールで、その下端部が周りをコンクリートで固められて地中に植設されている。この金属管Pには、内部点検等のために開口Oが地面より上の所定の位置に設けられていて、普段は図示せぬ蓋で閉じられている。本例の金属管Pは、地際から下の部分に腐蝕が発生している。 The metal pipe P is, for example, a road lighting pole erected on a road, and its lower end is surrounded by concrete and planted underground. This metal tube P has an opening O at a predetermined position above the ground for internal inspection, etc., and is normally closed with a lid (not shown). In the metal pipe P of this example, corrosion occurs in the portion below the ground level.
補強材100は、経糸間通過部分21で折り曲げて畳むことができるので、折り畳んですぼめた状態にして開口Oから金属管Pの中へ挿入する。図3、図4に図示した補強材100は、外表面に接着剤層が形成されていることを示すべく灰色で示してある。図3及び図4において緯糸20を描写してあるが、これは説明のためであり、緯糸20は実際には接着剤層で覆われている。 Since the reinforcing material 100 can be folded by folding at the warp passing portion 21, it is inserted into the metal tube P from the opening O in the folded and deflated state. The reinforcing material 100 illustrated in FIGS. 3 and 4 is shown in gray to indicate that an adhesive layer is formed on the outer surface. Although the weft yarn 20 is depicted in FIGS. 3 and 4, this is for illustrative purposes; the weft yarn 20 is actually covered with an adhesive layer.
金属管Pの中に挿入された補強材100は、折り畳まれた状態から広がって(又は広げられて)図2に示す筒形に戻り、金属管Pの中で屹立する。そして、屹立した補強材100の内側に、ホース等を使用して流動性固化材をポンプから注入し、補強材100を内側から押し広げるようにして金属管Pの内壁へ押し付ける(図4)。流動性固化材は例えばモルタルで、養生後に固化する。この流動性固化材注入時、経糸10が複数本を一組として束ねられていることから、流動性固化材が補強材100の外へ漏れ出す隙間が少なく、漏れにくい構造となっている。 The reinforcing material 100 inserted into the metal tube P unfolds (or is expanded) from the folded state, returns to the cylindrical shape shown in FIG. 2, and stands up inside the metal tube P. Then, a fluid solidifying material is injected from a pump into the inside of the standing reinforcing material 100 using a hose or the like, and the reinforcing material 100 is pushed against the inner wall of the metal tube P by spreading it out from the inside (FIG. 4). The fluid solidifying material is, for example, mortar, which solidifies after curing. When this fluid solidifying material is injected, since a plurality of warps 10 are bundled together as a set, there are few gaps where the fluid solidifying material leaks out of the reinforcing material 100, resulting in a structure that is difficult to leak.
補強材100の外表面には接着剤層が形成されているので、金属管Pの内壁に押し付けられた補強材100は、接着剤の硬化に伴って金属管Pに固着し、繊維束からなる経糸10が配筋材として作用する。さらに、外表面に形成された接着剤層の接着剤が、腐蝕により管壁に開いた孔を通って腐蝕中に染み出し、その腐蝕凹凸を充填する。したがって、腐蝕の部分については、金属管Pの内側と外側の両方から補強、改修がなされる。 Since an adhesive layer is formed on the outer surface of the reinforcing material 100, the reinforcing material 100 pressed against the inner wall of the metal tube P is fixed to the metal tube P as the adhesive hardens, and is made of fiber bundles. The warp yarns 10 act as reinforcing members. Furthermore, the adhesive in the adhesive layer formed on the outer surface oozes out into the corrosion through holes opened in the tube wall due to corrosion, filling the corroded irregularities. Therefore, the corroded portions are reinforced and repaired from both the inside and outside of the metal pipe P.
道路照明などの電気器具を設置する金属管の場合、地中埋設部分(図3及び図4におけるコンクリート内部分)に電源線用の孔があって、ここを通して金属管内に電源線が引き込まれ、金属管先端に搭載された電気器具まで金属管内を導かれている。このような電気配線など内部部品が金属管内にある場合、繊維束織物1が経糸間通過部分21を関節として屈曲するから、この補強材100は、図5に示すように、内部部品に沿って変形することができる。すなわち、図5に示す繊維束織物1からなる補強材100は、配線管などの内部部品に沿って一部が内方へ凹んでいる。 In the case of metal pipes for installing electrical equipment such as road lighting, there is a hole for the power line in the underground part (the part inside the concrete in Figures 3 and 4), and the power line is drawn into the metal pipe through this hole. The inside of the metal tube is led to the electrical equipment mounted on the tip of the metal tube. When such internal parts such as electrical wiring are placed inside the metal tube, the fiber bundle fabric 1 is bent at the warp passing portion 21 as a joint, so this reinforcing material 100 is bent along the internal parts as shown in FIG. Can be transformed. That is, the reinforcing material 100 made of the fiber bundle fabric 1 shown in FIG. 5 is partially recessed inward along internal parts such as wiring pipes.
図6には、補強材100を挿入するための開口Oを、金属管Pに新たに形成する場合の補強例を示す。開口Oは、補強材100を挿入するために現場で新たに開けられた開口で、補強材施工後には別途作製した蓋などで閉じられる。補強材100は上述のものと同じであるが、その軸方向の長さが、開口Oよりも上に達するように作製されている。すなわち、補強材100が金属管P内に挿入されて屹立すると、開口Oは補強材100により内側から塞がれる。補強材100には、開口Oに相当する部位に流動性固化材を注入するためにホース等を接続する注入口もしくは注入チューブ30が設けられており、ここから流動性固化材が圧入される。固化材注入後、この注入口もしくは注入チューブ30は密閉される。あるいは、別の手法として、金属管Pのさらに上方から固化材注入のホースを管内に取り入れ、流動性固化材を上から補強材100の中に注入することも可能である。 FIG. 6 shows a reinforcement example in which an opening O for inserting the reinforcing material 100 is newly formed in the metal tube P. The opening O is a new opening opened at the site to insert the reinforcing material 100, and is closed with a separately manufactured lid or the like after the reinforcing material is installed. The reinforcing material 100 is the same as that described above, but is made so that its axial length reaches above the opening O. That is, when the reinforcing material 100 is inserted into the metal tube P and stands up, the opening O is closed by the reinforcing material 100 from the inside. The reinforcing material 100 is provided with an injection port or an injection tube 30 to which a hose or the like is connected in order to inject the fluid solidifying material into a portion corresponding to the opening O, from which the fluid solidifying material is press-fitted. After injecting the solidifying material, the injection port or injection tube 30 is sealed. Alternatively, as another method, it is also possible to introduce a hose for injecting the solidifying material into the metal pipe P from above and inject the fluid solidifying material into the reinforcing material 100 from above.
開口Oは金属管Pの欠損部となってそのままにしておけば強度低下を招き得るが、当該欠損部は補強材100により覆われて補強されることになるので、強度が損なわれることはなく、むしろ増強される。従来技術で金属管補強に使用される薄いシート状の内張材などでは、本例と同様に施工した場合、固化材注入の圧力で内張材が開口Oからせり出し支障を来すが、本発明に係る補強材100は上述のとおり経糸10が化学繊維の繊維束であって高強度であるから、固化材注入圧に十分に対抗することができ、湾曲して開口Oからせり出すことがない。 The opening O becomes a defective part of the metal tube P, and if left as is, it may cause a decrease in strength, but since the defective part is covered and reinforced by the reinforcing material 100, the strength will not be impaired. , rather it is enhanced. With conventional thin sheet-like lining materials used for reinforcing metal pipes, when applied in the same manner as in this example, the lining material protrudes from the opening O due to the pressure of solidifying material injection, causing problems; As described above, in the reinforcing material 100 according to the invention, the warp threads 10 are fiber bundles of chemical fibers and have high strength, so that they can sufficiently resist the solidifying material injection pressure and do not curve and protrude from the opening O. .
この例の開口Oよりも背の高い補強材100を挿入するには、図7に示すように、まず、補強材100を開口Oから上方へ金属管P内に挿入する。そして、補強材100の全体が管内に入ったところで補強材100を下降させれば、図6の屹立状態とすることができる。この挿入手順以外は、図3及び図4の例に関して述べたとおりである。 In order to insert the reinforcing material 100 that is taller than the opening O in this example, as shown in FIG. 7, the reinforcing material 100 is first inserted upward from the opening O into the metal pipe P. Then, if the reinforcing material 100 is lowered once the entire reinforcing material 100 has entered the pipe, the raised state shown in FIG. 6 can be achieved. The steps other than this insertion procedure are as described with respect to the examples of FIGS. 3 and 4.
1 繊維束織物
10 経糸
11 化学繊維
20 緯糸
21 経糸間通過部分
100 補強材
P 金属管
O 開口
1 Fiber bundle fabric 10 Warp 11 Chemical fiber 20 Weft 21 Inter-warp passing portion 100 Reinforcing material P Metal tube O Opening
Claims (2)
金属管の中に筒形の補強材を挿入し、該挿入した補強材の内側に流動性固化材を注入して当該補強材を前記金属管の内壁に押し付ける工程を含み、
前記補強材として、それぞれが多数の化学繊維を束ねた繊維束からなる経糸と、この経糸をなす繊維束を相互に連結する緯糸とからなる平織の繊維束織物であって、前記補強材における前記緯糸が、前記経糸の複数本おきに前記経糸の間を通過して表から裏へまたはその逆へ移行し浮き沈みするように織り込んであり、前記複数本の前記経糸は互いに密着して固定され、当該経糸の複数本おきにある緯糸の経糸間通過部分を関節として前記経糸がヒンジ接続により屈曲可能にされている、繊維束織物を、前記経糸を軸方向にして筒形とし、該筒形の外表面に接着剤層を形成した補強材を使用する、補強方法。 A method for reinforcing metal pipes,
Inserting a cylindrical reinforcing material into a metal tube, injecting a fluid solidifying material inside the inserted reinforcing material and pressing the reinforcing material against the inner wall of the metal tube,
The reinforcing material is a plain-woven fiber bundle fabric consisting of warp yarns each consisting of a fiber bundle made up of a large number of chemical fibers, and weft yarns interconnecting the fiber bundles forming the warp yarns, wherein The weft threads are woven so as to pass between the warp threads every plurality of the warp threads and move up and down from the front to the back or vice versa , and the plurality of warp threads are fixed in close contact with each other, The fiber bundle fabric is made into a cylinder shape with the warp in the axial direction, and the warp is made bendable by hinge connection with the inter-warp passing portion of the weft at every plurality of warps as joints, and the cylindrical shape is A reinforcing method that uses a reinforcing material with an adhesive layer formed on its outer surface.
それぞれが多数の化学繊維を束ねた繊維束からなる経糸と、この経糸をなす繊維束を相互に連結する緯糸とからなる平織の繊維束織物であって、前記緯糸が、前記経糸の複数本おきに前記経糸の間を通過して表から裏へまたはその逆へ移行し浮き沈みするように織り込まれており、前記複数本の前記経糸は互いに密着して固定され、当該経糸の複数本おきにある緯糸の経糸間通過部分を関節として前記経糸がヒンジ接続により屈曲可能にされている、繊維束織物を、前記経糸を軸方向にして筒形とすることで作製され、そして、接着剤層が外表面に形成されている、補強材。 A reinforcing material used for reinforcing metal pipes,
A plain weave fiber bundle fabric consisting of warp yarns each consisting of a fiber bundle made up of a large number of chemical fibers, and weft yarns interconnecting the fiber bundles forming the warp yarns, the weft yarns being arranged at intervals of a plurality of the warp yarns. The weave is woven so that it passes between the warp threads and moves from the front to the back or vice versa, rising and falling, and the plurality of warp threads are fixed in close contact with each other, and the warp threads are arranged every other warp thread. A fiber bundle fabric is made by forming a fiber bundle fabric into a cylindrical shape with the warp in the axial direction, in which the warp can be bent by hinge connection with the weft passing between the warp as a joint, and the adhesive layer is placed on the outside. A reinforcing material formed on the surface.
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| JP2010168889A (en) | 2008-12-25 | 2010-08-05 | Ntec:Kk | Method for reinforcing hollow columnar article |
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| JP2010168889A (en) | 2008-12-25 | 2010-08-05 | Ntec:Kk | Method for reinforcing hollow columnar article |
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