JP2019190014A - Reinforcing method for metallic pipe and reinforcing material - Google Patents

Reinforcing method for metallic pipe and reinforcing material Download PDF

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JP2019190014A
JP2019190014A JP2018080177A JP2018080177A JP2019190014A JP 2019190014 A JP2019190014 A JP 2019190014A JP 2018080177 A JP2018080177 A JP 2018080177A JP 2018080177 A JP2018080177 A JP 2018080177A JP 2019190014 A JP2019190014 A JP 2019190014A
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reinforcing material
warp
reinforcing
fiber bundle
warp yarns
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JP7357438B2 (en
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恵 丸山
Megumi Maruyama
恵 丸山
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Lfibertech Co Ltd
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Abstract

To provide an easily executable reinforcing method for a metallic pipe.SOLUTION: A reinforcing method for a metallic pipe related to the present invention includes a step of inserting a cylindrical reinforcing material 100 into a metallic pipe P, injecting a fluidizing solidification material into the inserted reinforcing material 100 and pressing the reinforcing material 100 to an inner wall of the metallic pipe P. As the reinforcing material 100, a plain-woven fiber bundle fabric formed of warps 10 formed of fiber bundles formed by bundling a lot of chemical fibers and wefts 20 connecting the fiber bundles forming the warps 10 with each other is cylindrically formed with the warps 10 set in the vertical direction, and an adhesive layer is formed on an outer surface of the cylindrical form, which is used as the reinforcing material 100.SELECTED DRAWING: Figure 4

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 reinforcement (renovation) of metal pipes 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, a road lighting pole standing with its lower end planted in the ground is likely to be corroded from the ground to the lower part, and therefore is reinforced with the reinforcing technique disclosed in Patent Document 1. May be performed. Patent Document 1 discloses that a lot of aramid rods are regularly arranged using a spacer in the lower part from the bottom of the hollow column, and a fluidized solidifying material such as mortar is injected. It is a reinforcement method.

特開2012−225019JP2012-225019

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-described reinforcing method of the prior art has an improvement in that it takes time to arrange the aramid rod. Further, in the case of a road lighting pole, since electric wiring is arranged in the inside thereof, a reinforcing technique that can reinforce even a metal tube having such an internal part without hindrance is necessary.

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 to reinforce a metal pipe includes inserting a cylindrical reinforcing material into the metal pipe and injecting a fluidized solidifying material inside the inserted reinforcing material. A plain weave fiber comprising a warp consisting of a fiber bundle in which a large number of chemical fibers are bundled and a weft that interconnects the fiber bundle forming the warp as a reinforcing material. The bundle fabric is characterized by using a reinforcing material having a cylindrical shape with the warp in the axial direction and an adhesive layer formed on the outer surface thereof. In this reinforcing material, the portion of the weft that forms a plain weave is a joint between warp passing portions (that is, the portion where the weft passes between the warps to the front and back), and the warp is hinged. It can be bent with. As one aspect, the wefts may be woven so as to pass between the warp yarns every other plurality of the warp yarns, move to the front and back, and float and sink. According to this aspect, the plurality of warp yarns The warp is hinge-connected with a portion of the weft passing between the warp as a joint.

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。   If the reinforcing method and the reinforcing material according to the present invention are, for example, a fiber bundle fabric made by bundling aramid fibers into a fiber bundle forming warps, the inner wall of the pipe can be simply inserted into a metal pipe. Aramid rods can be placed along In addition, since the reinforcing material can be bent between the warp yarns, the reinforcing material is deformed along the metal pipe even if there is an electric wiring or the like in the metal tube, and the reinforcement can be performed without any trouble.

(A)補強材をなす繊維束織物(シート状)の平面図、(B)緯糸の織り込み方を説明する端面図、(C)経糸をなす繊維束の断面図。(A) The top view of the fiber bundle fabric (sheet form) which makes a reinforcing material, (B) The end view explaining the weaving method of a weft, (C) Sectional drawing of the fiber bundle which makes a warp. 筒形にした図1の繊維束織物を示す図。The figure which shows the fiber bundle fabric of FIG. 1 made into the cylinder shape. 金属管の開口から管内へ補強材を挿入する様子を示した図。The figure which showed a mode that the reinforcing material was inserted in the pipe | tube from the opening of a metal pipe. 金属管内に挿入して内壁に押し付けた補強材を示す図。The figure which shows the reinforcing material inserted in the metal pipe and pressed on the inner wall. 筒形にした図1の繊維束織物が変形する状態を説明した図。The figure explaining the state which the fiber bundle fabric of FIG. 1 made into the cylinder shape deform | transforms. 金属管内に挿入して内壁に押し付けた補強材の別の例を示す図。The figure which shows another example of the reinforcing material inserted in the metal pipe and pressed on the inner wall. 図6の例の補強材について金属管の開口から管内へ挿入する様子を示した図。The figure which showed a mode that it inserts into the pipe | tube from the opening of a metal pipe about the reinforcing material of the example of FIG.

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 is a plan view illustrating a fiber bundle fabric for producing a reinforcing material according to the present invention. The fiber bundle fabric 1 that forms a reinforcing material is a plain weave fabric composed of warps 10 and wefts 20. Each of the warp yarns 10 is composed of a fiber bundle in which a large number of chemical fibers are bundled. The fiber bundles 10 constituting the warp yarns are arranged in a horizontal row with their drawing directions Y parallel to each other, and are connected to each other by the weft yarns 20. Yes. As shown in FIG. 1 (B), the wefts 20 pass between the warp yarns every plural number of fiber bundles 10 forming the warp yarn (every three in this embodiment), from front to back and from back to front. It is woven so as to move up and down, and has a structure in which every three fiber bundles 10 of the warp are hinge-connected using the inter-warp passing portion 21 of the weft as a joint. In this case, the warp fiber bundles 10 can be bonded to each other three by 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 FIG. 1 (A) and FIG. 1 (B), the warp fiber bundles 10 are bundled together in groups of three in this embodiment by the wefts 20 tensioned by the weaving method. These three are fixed in close contact with each other. On the other hand, since the wefts 20 shift to the front and back every third warp, between the fiber bundles 10 corresponding to the inter-warp passing portion 21 of the weft 20 appearing every three warps, for example, about 0.1 mm to 1 mm, A gap according to the material (or thickness) of the weft 20 exists and is separated. Accordingly, the warp fiber bundle 10 is hinged with the inter-warp passing portion 21 as a joint, and the fiber bundle fabric 1 bends with the inter-warp passing portion 21 as a joint as shown in FIG. The inter-warp passing portion 21 of the weft 20 can be cut by inserting a blade such as a cutter in the gap between the warps, and also has a function as a detaching portion of the warp 10. Such a weft 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. 1C (showing one of the fiber bundles), the fiber bundle 10 forming the warp is a high-strength fiber of long fibers in which each one is drawn in the drawing direction Y ( For example, a large number of aramid fibers) 11 are bundled and impregnated with a phenolic, polyester, epoxy or acrylic resin and hardened. The thickness of the single fiber bundle 10 in which the aramid fibers 11 are bundled is, for example, 500 dtex, and it is preferable that the diameter is 0.5 mm or more and 5 mm or less in consideration of the strength for bar arrangement. The hardness of the impregnated resin is preferably 80 or less (Rockwell hardness) when 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 having the above configuration is rounded so that the extending direction Y of the warp yarn 10 is the axial direction of the cylindrical shape, that is, as shown in FIG. Use as Since the warp 10 is hinge-connected at the inter-warp passing portion 21, the fiber bundle fabric 1 can be easily formed into a cylindrical shape by bending this portion. The butted ends when the fiber bundle fabric 1 of FIG. 1 (A) is formed into a cylindrical shape (the left and right side edges of FIG. 1 (A)) may be bound and bound by a binding material of the same material as the weft 20. . Alternatively, it is possible to leave the ends free by simply rounding them into a cylindrical shape.

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 the outer surface thereof. 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 thicker than the diameter of the weft 20. In forming this adhesive layer, three warps 10 are gathered together in this example, and the three form a single plate, so the adhesive is thickly applied to form the layer. In addition, it is possible to further 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 metal tube reinforcing process using the reinforcing material 100 after the adhesive layer is formed on the cylindrical fiber bundle fabric 1 of FIG. 2 will be briefly illustrated and described.

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 the road, and its lower end is hardened with concrete around and is planted in the ground. The metal pipe P is provided with an opening O at a predetermined position above the ground for internal inspection and the like, and is usually closed with a lid (not shown). The metal pipe P of this example is corroded in the lower part from the ground.

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 member 100 can be folded and folded at the warp passing portion 21, the reinforcing member 100 is inserted into the metal tube P through the opening O in a folded state. The reinforcing material 100 shown in FIGS. 3 and 4 is shown in gray to indicate that an adhesive layer is formed on the outer surface. The weft 20 is depicted in FIGS. 3 and 4, but this is for illustrative purposes, and the weft 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 expands (or is expanded) from the folded state and returns to the cylindrical shape shown in FIG. Then, a fluidized solidifying material is injected from the pump into the upright reinforcing material 100 using a hose or the like, and is pressed against the inner wall of the metal pipe P so as to spread the reinforcing material 100 from the inside (FIG. 4). The fluid solidifying material is, for example, mortar, and solidifies after curing. Since a plurality of warps 10 are bundled as a set at the time of injecting the fluidized solidifying material, there are few gaps for the fluidized solidified material to leak out of the reinforcing material 100, and the structure 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 the 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 composed of fiber bundles. The warp 10 acts as a reinforcing material. Furthermore, the adhesive of the adhesive layer formed on the outer surface oozes out through the holes opened in the tube wall due to the corrosion and fills the corrugation. Therefore, the corrosion portion is 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 electric appliances such as road lighting, there are holes for power lines in the underground part (in the concrete part in FIGS. 3 and 4), through which power lines are drawn into the metal pipes, The inside of the metal pipe is led to the electric appliance mounted on the tip of the metal pipe. When such an internal part such as an electric wiring is in the metal tube, the fiber bundle fabric 1 bends with the inter-warp passing portion 21 as a joint. Therefore, the reinforcing member 100 is formed along the internal part as shown in FIG. It can be deformed. 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 a wiring tube.

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 an example of reinforcement in the case where the opening O for inserting the reinforcing material 100 is newly formed in the metal pipe P. The opening O is an opening newly opened at the site for inserting the reinforcing material 100, and is closed with a lid or the like separately prepared after the reinforcing material is applied. The reinforcing material 100 is the same as that described above, but is manufactured such that its axial length reaches above the opening O. In other words, when the reinforcing material 100 is inserted into the metal pipe P and stands upright, the opening O is closed from the inside by the reinforcing material 100. The reinforcing material 100 is provided with an injection port or an injection tube 30 for connecting a hose or the like 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 injection of the solidifying material, the inlet or injection tube 30 is sealed. Alternatively, as another method, a solidifying material injection hose can be introduced into the tube from above the metal tube P, and a fluidized solidifying material can be injected 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。   If the opening O becomes a defective portion of the metal tube P, the strength may be lowered if the opening O is left as it is. However, since the defective portion is covered and reinforced by the reinforcing material 100, the strength is not impaired. Rather, enhanced. In the case of a thin sheet-like lining material used for reinforcing metal pipes in the prior art, when the construction is performed in the same manner as in this example, the lining material protrudes from the opening O due to the pressure of the solidifying material injection. Since the reinforcing material 100 according to the invention is a fiber bundle of chemical fibers and has high strength as described above, the reinforcing material 100 can sufficiently resist the solidifying material injection pressure and does 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 member 100 taller than the opening O of this example, first, the reinforcing member 100 is inserted into the metal pipe P upward from the opening O as shown in FIG. If the reinforcing material 100 is lowered when the entire reinforcing material 100 enters the pipe, the upright state of FIG. 6 can be obtained. Other than this insertion procedure, it is as having described regarding the example of FIG.3 and FIG.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
DESCRIPTION OF SYMBOLS 1 Fiber bundle fabric 10 Warp 11 Chemical fiber 20 Weft 21 Passing part 100 between warps Reinforcement material P Metal pipe O Opening

Claims (4)

金属管の補強方法であって、
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 of reinforcing a metal tube,
Inserting a cylindrical reinforcing material into the metal tube, injecting a fluidized solidifying material inside the inserted reinforcing material and pressing the reinforcing material against the inner wall of the metal tube;
As the reinforcing material, a plain weave fiber bundle woven fabric comprising a warp consisting of a bundle of fibers each of which bundles a number of chemical fibers and a weft that interconnects the bundle of fibers forming this warp, with the warp as the axial direction. A reinforcing method using a reinforcing material having a cylindrical shape and an adhesive layer formed on the outer surface of the cylindrical shape.
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裏へ移行し浮き沈みするように織り込んであり、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ている、請求項1に記載の補強方法。   The wefts in the reinforcing material are woven so as to pass between the warp yarns every other plurality of the warp yarns, move to the front and back, and float up and down, and pass portions between the warp yarns in every other warp yarns. The reinforcing method according to claim 1, wherein the warp is hinged as a joint. 金属管の補強に使用する補強材であって、
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 to reinforce a metal pipe,
A plain woven fiber bundle woven fabric comprising a warp made of a bundle of a plurality of chemical fibers and a weft that interconnects the bundle of fibers forming this warp into a cylindrical shape with the warp in the axial direction. And a reinforcing material having an adhesive layer formed on the outer surface.
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裏へ移行し浮き沈みするように織り込まれており、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ている、請求項3に記載の補強材。   The wefts are woven so as to pass between the warp yarns every two or more warp yarns and move up and down to sink, and the warp yarns between every other warp yarns are used as joints. The reinforcing material according to claim 3, wherein the warp is hinged.
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JPH07243149A (en) * 1994-03-07 1995-09-19 Toray Ind Inc Woven fabric for one direction reinforcement
JPH1143839A (en) * 1997-07-23 1999-02-16 Toray Ind Inc Woven fabric reinforced in one direction and repairing or reinforcing
JP2006316403A (en) * 2005-05-10 2006-11-24 Ashimori Ind Co Ltd Reinforcing method for hollow columnar object
JP2009074186A (en) * 2007-09-19 2009-04-09 Mitsubishi Rayon Co Ltd Method for producing carbon fiber woven fabric
JP2010084372A (en) * 2008-09-30 2010-04-15 Nippon Steel Composite Co Ltd Woven fiber-reinforced sheet and method of manufacturing the same
JP2010168889A (en) * 2008-12-25 2010-08-05 Ntec:Kk Method for reinforcing hollow columnar article
JP2011099245A (en) * 2009-11-05 2011-05-19 Chika Hishida Method for sticking hollow pipe body reinforcing sheet
JP2014122540A (en) * 2012-11-20 2014-07-03 Taisei Ci Co Ltd Hollow pipe body reinforcement method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07243149A (en) * 1994-03-07 1995-09-19 Toray Ind Inc Woven fabric for one direction reinforcement
JPH1143839A (en) * 1997-07-23 1999-02-16 Toray Ind Inc Woven fabric reinforced in one direction and repairing or reinforcing
JP2006316403A (en) * 2005-05-10 2006-11-24 Ashimori Ind Co Ltd Reinforcing method for hollow columnar object
JP2009074186A (en) * 2007-09-19 2009-04-09 Mitsubishi Rayon Co Ltd Method for producing carbon fiber woven fabric
JP2010084372A (en) * 2008-09-30 2010-04-15 Nippon Steel Composite Co Ltd Woven fiber-reinforced sheet and method of manufacturing the same
JP2010168889A (en) * 2008-12-25 2010-08-05 Ntec:Kk Method for reinforcing hollow columnar article
JP2011099245A (en) * 2009-11-05 2011-05-19 Chika Hishida Method for sticking hollow pipe body reinforcing sheet
JP2014122540A (en) * 2012-11-20 2014-07-03 Taisei Ci Co Ltd Hollow pipe body reinforcement method

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