Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP6619988B2 - Method for reversing pipe lining material and pipe lining material - Google Patents
[go: Go Back, main page]

JP6619988B2 - Method for reversing pipe lining material and pipe lining material - Google Patents

Method for reversing pipe lining material and pipe lining material Download PDF

Info

Publication number
JP6619988B2
JP6619988B2 JP2015213810A JP2015213810A JP6619988B2 JP 6619988 B2 JP6619988 B2 JP 6619988B2 JP 2015213810 A JP2015213810 A JP 2015213810A JP 2015213810 A JP2015213810 A JP 2015213810A JP 6619988 B2 JP6619988 B2 JP 6619988B2
Authority
JP
Japan
Prior art keywords
cylindrical body
lining material
reinforcing
airtight
pipe lining
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.)
Active
Application number
JP2015213810A
Other languages
Japanese (ja)
Other versions
JP2017081063A (en
Inventor
信二 大西
信二 大西
後藤 順一
順一 後藤
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.)
Ashimori Industry Co Ltd
Original Assignee
Ashimori Industry 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 Ashimori Industry Co Ltd filed Critical Ashimori Industry Co Ltd
Priority to JP2015213810A priority Critical patent/JP6619988B2/en
Publication of JP2017081063A publication Critical patent/JP2017081063A/en
Application granted granted Critical
Publication of JP6619988B2 publication Critical patent/JP6619988B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Pipe Accessories (AREA)
  • Pressure Vessels And Lids Thereof (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)

Description

本発明は、管用内張り材の反転方法及び管用内張り材に関するものである。特に、老朽化した既設管を補修するにあたり、気密性筒状体の内側に少なくとも補強用筒状体が設けられ、気密性筒状体と補強用筒状体とが筒長方向の伸びが異なる材料で構成された管用内張り材の内外面を反転させて、この管用内張り材を既設管内に装着させることが簡単且つ適切に行えるようにした点に特徴を有するものである。   The present invention relates to a method for reversing a pipe liner and a pipe liner. In particular, when repairing an aged existing pipe, at least a reinforcing cylindrical body is provided inside the airtight cylindrical body, and the airtight cylindrical body and the reinforcing cylindrical body have different elongation in the cylinder length direction. The present invention is characterized in that it is possible to easily and appropriately mount the pipe lining material inside the existing pipe by inverting the inner and outer surfaces of the pipe lining material made of the material.

従来から、老朽化した上下水道管や農業用水管等の既設管を補修する工法として、特許文献1,2においては、樹脂製の被膜で覆われた気密性筒状体の内側に、ガラス繊維や不織布からなる1つ以上の補強用筒状体が設けられた管用内張り材を用い、このように気密性筒状体の内側に補強用筒状体が設けられた管用内張り材の一方の端部を圧力容器の口金に開口させた状態で固定させ、この状態で前記の圧力容器内に流体圧力を作用させ、管用内張り材の端部が固定された口金を通して、前記の管用内張り材をこの圧力容器内から内外面を反転させながら送り出し、このように反転された送り出された管用内張り材を既設管の内周面に装着させて、この管用内張り材により、既設管を補修するようにしたものが示されている。   Conventionally, as a method of repairing existing pipes such as aging water and sewage pipes and agricultural water pipes, in Patent Documents 1 and 2, glass fiber is placed inside an airtight cylindrical body covered with a resin film. One end of a pipe lining material in which one or more reinforcing cylindrical bodies made of nonwoven fabric are provided and the reinforcing cylindrical body is provided inside the airtight cylindrical body in this way. In this state, fluid pressure is applied to the pressure vessel, and the pipe lining material is passed through the base to which the end of the pipe lining material is fixed. The inside of the pressure vessel is sent out while reversing the inner and outer surfaces, and the pipe lining material thus sent out is attached to the inner peripheral surface of the existing pipe, and the existing pipe is repaired with this pipe lining material. Things are shown.

そして、特許文献1,2に示されるものにおいては、前記の管用内張り材の一方の端部において、気密性筒状体と補強用筒状体とを圧力容器の口金に一緒にまとめて開口させた状態で固定させ、この状態で、圧力容器内に流体圧力を作用させて、管用内張り材の端部が固定された口金を通し、管用内張り材を気密性筒状体と補強用筒状体とを一緒にして、管用内張り材の内外面を反転させながら送り出すようにしている。   And in what is shown by patent documents 1 and 2, an airtight cylindrical body and a reinforcement cylindrical body are put together and opened to the mouthpiece of a pressure vessel in one end part of the above-mentioned liner material for pipes. In this state, fluid pressure is applied to the pressure vessel, and the end of the pipe lining material is passed through the base, and the pipe lining material is sealed with an airtight cylindrical body and a reinforcing cylindrical body. Together, the pipe lining material is fed out while being reversed.

ここで、前記のように管用内張り材の内外面を反転させて既設管の内周面に装着させる場合、気密性筒状体の内側に設けられる補強用筒状体の径を、気密性筒状体の径よりも大きくする必要があり、またガラス繊維や不織布からなる補強用筒状体は一般に厚みが大きく、伸びも少なくなっている。   Here, when the inner and outer surfaces of the pipe lining material are reversed and attached to the inner peripheral surface of the existing pipe as described above, the diameter of the reinforcing cylindrical body provided inside the airtight cylindrical body is set to the airtight cylinder. It is necessary to make the diameter larger than the diameter of the cylindrical body, and the reinforcing cylindrical body made of glass fiber or non-woven fabric generally has a large thickness and a small elongation.

そして、前記のように気密性筒状体と補強用筒状体とを一緒にして、管用内張り材の端部を圧力容器の口金に固定させ、気密性筒状体と補強用筒状体とが一緒になった管用内張り材を圧力容器内から口金を通して、その内外面を反転させながら送り出す場合に、気密性筒状体と補強用筒状体とがそれぞれ反転されながら口金内に導かれて、口金内を通過する管用内張り材全体の厚みが厚くなり、管用内張り材の内外面を反転させながら口金を通して、管用内張り材を送り出すことが非常に困難であった。   Then, as described above, the airtight cylindrical body and the reinforcing cylindrical body are joined together, and the end of the pipe lining material is fixed to the base of the pressure vessel, and the airtight cylindrical body and the reinforcing cylindrical body are When the pipe lining material is fed from the inside of the pressure vessel through the base while inverting the inner and outer surfaces, the airtight cylindrical body and the reinforcing cylindrical body are led into the base while being reversed. The thickness of the entire pipe lining material passing through the inside of the base became thick, and it was very difficult to feed the pipe lining material through the base while inverting the inner and outer surfaces of the pipe lining material.

このため、前記のようにして管用内張り材の内外面を反転させながら送り出すためには、圧力容器内に作用させる流体圧力を非常に高めることが必要になり、装置が大型化して、設備コストが高く付いたりする等の問題があった。   For this reason, in order to send out while reversing the inner and outer surfaces of the pipe lining material as described above, it is necessary to greatly increase the fluid pressure acting in the pressure vessel, which increases the size of the device and reduces the equipment cost. There were problems such as high prices.

特開2012−86386号公報JP 2012-86386 A 特開2014−113732号公報JP 2014-113732 A

本発明は、老朽化した既設管路を補修する場合における前記のような問題を解決することを課題とするものである。   This invention makes it a subject to solve the above problems in the case of repairing an aged existing pipeline.

すなわち、本発明においては、老朽化した既設管を補修するにあたり、気密性筒状体の内側に少なくとも補強用筒状体が設けられ、気密性筒状体と補強用筒状体とが筒長方向の伸びが異なる材料で構成された管用内張り材の内外面を反転させて、この管用内張り材を既設管内に装着させる作業が簡単且つ適切に行えるようにすることを課題とするものである。   That is, in the present invention, when repairing an aged existing pipe, at least a reinforcing cylindrical body is provided inside the airtight cylindrical body, and the airtight cylindrical body and the reinforcing cylindrical body have a cylinder length. An object of the present invention is to easily and appropriately perform an operation of inverting the inner and outer surfaces of a pipe lining material made of materials having different directions of elongation and mounting the pipe lining material in an existing pipe.

本発明に係る管用内張り材の反転方法においては、前記のような課題を解決するため、気密性筒状体の内側に少なくとも補強用筒状体が設けられ、前記の気密性筒状体と補強用筒状体とが筒長方向の伸びが異なる材料で構成されてなる管用内張り材の内外面を反転させる管用内張り材の反転方法において、前記の気密性筒状体の一方の端部を圧力容器の口金に開口させた状態で固定させると共に、前記の補強用筒状体の一方の端部を、前記の開口された気密性筒状体の先端部から反転送り出し方向に突出させて固定させ、この状態で、前記の圧力容器内に流体圧力を作用させて、圧力容器内から前記の口金を通して管用内張り材の内外面を反転させながら送り出すようにした。   In the method of reversing a pipe lining material according to the present invention, in order to solve the above-described problems, at least a reinforcing cylindrical body is provided inside the airtight cylindrical body, and the airtight cylindrical body and the reinforcement are provided. In the tube lining material reversing method for inverting the inner and outer surfaces of the pipe lining material, which is made of a material whose elongation in the cylinder length direction is different from that of the tubular body for pressure, one end of the airtight cylindrical body is pressurized While fixing it in the state opened to the mouthpiece of the container, one end portion of the reinforcing cylindrical body protrudes from the distal end portion of the opened airtight cylindrical body in the reverse feeding direction and is fixed. In this state, fluid pressure was applied to the pressure vessel, and the inside and outside surfaces of the pipe lining material were fed out from the pressure vessel through the base.

このように、気密性筒状体の一方の端部を圧力容器の口金に開口させた状態で固定させる一方、この気密性筒状体の内側に位置する補強用筒状体の一方の端部を、前記の開口された気密性筒状体の先端部から反転送り出し方向に突出させて固定させ、この状態で、前記の圧力容器内に流体圧力を作用させて、圧力容器内から口金を通して管用内張り材を送り出すようにすると、補強用筒状体の端部は口金を通過した状態にあるため、口金の部分では気密性筒状体だけが反転されながら送り出されるようになり、口金の部分において反転されて送り出される管用内張り材の全体の厚みが従来に比べて薄くなる。   In this way, one end of the airtight cylindrical body is fixed in a state where the end of the airtight cylindrical body is opened to the base of the pressure vessel, while one end of the reinforcing cylindrical body positioned inside the airtight cylindrical body. Is fixed by projecting in the reverse feed direction from the tip of the opened airtight cylindrical body, and in this state, fluid pressure is applied to the pressure vessel and the tube is passed through the base from the pressure vessel. When the lining material is sent out, since the end of the reinforcing cylindrical body is in a state of passing through the base, only the airtight cylindrical body is sent out while being reversed at the base part, and in the base part The overall thickness of the pipe lining material that is sent out after being inverted becomes thinner than in the prior art.

ここで、本発明に係る管用内張り材の反転方法においては、前記の気密性筒状体の一方の端部を圧力容器の口金に開口させて固定させた後、前記の圧力容器内に流体圧力を作用させて、前記の気密性筒状体を端部が固定された口金から反転させながら所定長さ送り出すと共に、前記の補強用筒状体の一方の端部を送り出された気密性筒状体の先端部から突出させ、気密性筒状体の先端部から突出された補強用筒状体の端部を反転させるようにして固定させるようにすることができる。   Here, in the method of reversing a pipe lining material according to the present invention, after one end of the airtight cylindrical body is opened and fixed to a base of a pressure vessel, a fluid pressure is put into the pressure vessel. The airtight cylindrical body is fed out for a predetermined length while reversing the airtight cylindrical body from the base having the end fixed, and one end of the reinforcing cylindrical body is fed out. It can be made to protrude from the front-end | tip part of a body, and it can be made to fix so that the edge part of the reinforcement cylindrical body protruded from the front-end | tip part of an airtight cylindrical body may be reversed.

また、前記のように気密性筒状体の先端部から突出された補強用筒状体の端部を反転させるようにして固定させるにあたっては、気密性筒状体の先端部から突出された補強用筒状体の端部の少なくとも2ヶ所に切込みを突出方向に沿って設け、この切込み部分において補強用筒状体の端部を反転させるようにして固定させることができる。   Further, when the end portion of the reinforcing cylindrical body protruding from the tip portion of the airtight cylindrical body is fixed so as to be reversed as described above, the reinforcement protruded from the front end portion of the airtight cylindrical body. Incisions can be provided along at least two locations along the protruding direction of the end portion of the cylindrical body for use, and the end portions of the reinforcing cylindrical body can be fixed so as to be reversed at the cut portions.

また、このように気密性筒状体の先端部から突出された補強用筒状体の端部に切込みを突出方向に沿って設けるにあたり、前記の切込みを、反転して送り出された気密性筒状体により押さえられて扁平になった補強用筒状体の両側部に設けるようにすることが好ましい。   Further, in providing the cut along the protruding direction at the end of the reinforcing cylindrical body protruding from the tip of the airtight cylindrical body in this way, the above-mentioned cut is reversed and sent out by the airtight cylinder It is preferable to provide it on both sides of the reinforcing cylindrical body that is pressed and flattened by the cylindrical body.

また、本発明に係る管用内張り材においては、前記の管用内張り材の反転方法に使用する管用内張り材として、気密性筒状体の内側に少なくとも補強用筒状体が設けられ、前記の気密性筒状体と補強用筒状体とが筒長方向の伸びが異なる材料で構成されたものを用いるようにした。   Further, in the pipe lining material according to the present invention, as the pipe lining material used in the above-described method for reversing the pipe lining material, at least a reinforcing cylindrical body is provided inside the airtight cylindrical body, and the above airtightness The cylindrical body and the reinforcing cylindrical body are made of materials having different elongations in the cylinder length direction.

また、前記の管用内張り材としては、前記の気密性筒状体の送り出し方向先端部から突出される補強用筒状体の端部の少なくとも2ヶ所に、予め切込みが突出方向に沿って設けられたものを用いるようにした Further, the above examples of the tube for the lining material, at least two places of the end portion of the reinforcing tubular member that protrudes from the dispensing direction leading end portion of the airtight cylindrical body, provided in advance incisions along the projecting direction It was was to use a thing.

本発明に係る管用内張り材の反転方法においては、前記のように気密性筒状体の一方の端部を圧力容器の口金に開口させた状態で固定させる一方、この気密性筒状体の内側に位置する補強用筒状体の一方の端部を、前記の開口された気密性筒状体の先端部から反転送り出し方向に突出させて固定させ、この状態で、前記の圧力容器内に流体圧力を作用させて、圧力容器内から口金を通して管用内張り材を送り出すようにしたため、口金の部分では気密性筒状体だけが反転されながら送り出されるようになり、口金の部分において反転されて送り出される管用内張り材の全体の厚みが従来に比べて大幅に薄くなり、圧力容器内から口金を通して管用内張り材を送り出して、管用内張り材を反転させるにあたり、圧力容器内に作用させる流体圧力を従来のように高めなくても、管用内張り材を適切に反転させて送り出すことができるようになる。   In the method for reversing a pipe lining material according to the present invention, as described above, one end of the airtight cylindrical body is fixed in a state of being opened to the base of the pressure vessel, while the inside of the airtight cylindrical body is fixed. One end portion of the reinforcing cylindrical body located at the end is fixed by projecting in the reverse feed direction from the distal end portion of the opened airtight cylindrical body, and in this state, the fluid is introduced into the pressure vessel. Since the pressure is applied and the pipe lining material is sent out from the inside of the pressure vessel through the base, only the airtight cylindrical body is sent out while being inverted at the base part, and is sent out after being reversed at the base part. The total thickness of the pipe lining material is significantly thinner than before, and when the pipe lining material is fed from the inside of the pressure vessel through the base and the pipe lining material is reversed, the fluid pressure is applied to the pressure vessel. Without increased as in the prior art, it is possible to feed properly by inverting the tube for the lining material.

また口金の内方部分において、従来では図8矢印で示すように、反転前の管用内張り材が通過する空間が狭いが、本発明においては補強用内張り材の厚み分だけ空間を広げることができるので、固定された内張り材と通過する内張り材とで生じる摩擦抵抗、つまり反転にブレーキをかける力が大幅に低減され、反転作業全体を通じて流体圧力を従来より低くすることが可能となる。従って、圧力容器に過大な力を加える必要がないので、圧力容器の厚さを抑えることができ、設備コストを大幅に低減することが可能であると共に、反転作業をスムーズに実施することが可能となる。   In addition, in the inner portion of the base, as shown by the arrow in FIG. 8, conventionally, the space through which the pipe lining material before inversion passes is narrow, but in the present invention, the space can be expanded by the thickness of the reinforcing lining material. Therefore, the frictional resistance generated between the fixed lining material and the passing lining material, that is, the force for braking the reversal, is greatly reduced, and the fluid pressure can be made lower than before in the whole reversing operation. Therefore, since it is not necessary to apply excessive force to the pressure vessel, the thickness of the pressure vessel can be suppressed, equipment costs can be greatly reduced, and the reversing operation can be performed smoothly. It becomes.

この結果、本発明に係る管用内張り材の反転方法においては、老朽化した既設管を補修するにあたり、気密性筒状体の内側に少なくとも補強用筒状体が設けられ、気密性筒状体と補強用筒状体とが筒長方向の伸びが異なる材料で構成された管用内張り材の内外面を反転させて、この管用内張り材を既設管内に装着させる作業が簡単且つ適切に行えるようになる。   As a result, in the method for reversing a pipe lining material according to the present invention, when repairing an aged existing pipe, at least a reinforcing cylindrical body is provided inside the airtight cylindrical body, and the airtight cylindrical body and It is possible to easily and appropriately perform the work of inverting the inner and outer surfaces of the pipe lining material made of a material having a different length in the cylinder length direction from the reinforcing cylindrical body and mounting the pipe lining material in the existing pipe. .

本発明の実施形態における管用内張り材の反転方法において、使用する管用内張り材の構成を示した概略説明図である。It is the schematic explanatory drawing which showed the structure of the lining material for pipes used in the inversion method of the lining material for pipes in embodiment of this invention. 前記の実施形態における管用内張り材の反転方法において、熱硬化性樹脂液を含浸させた管用内張り材をリールに巻き取った状態で圧力容器内に収容させると共に、この管用内張り材の一端側における気密性筒状体の端部を圧力容器の口金に固定させて開口させた状態を示した概略断面説明図である。In the method for reversing a tube lining material according to the above embodiment, the tube lining material impregnated with a thermosetting resin liquid is accommodated in a pressure vessel in a state of being wound around a reel, and airtightness at one end side of the tube lining material is performed. It is a schematic sectional explanatory drawing which showed the state which fixed and opened the edge part of the property cylindrical body to the nozzle | cap | die of a pressure vessel. 前記の実施形態における管用内張り材の反転方法において、気密性筒状体の端部を固定させた圧力容器の口金から、管用内張り材における気密性筒状体の内外面を反転させながら所定長さ送り出して、気密性筒状体の先端部から補強用筒状体の先端部を所定長さ突出させた状態を示した部分拡大断面説明図である。In the reversing method of the pipe lining material in the above-described embodiment, a predetermined length is obtained while reversing the inner and outer surfaces of the airtight cylindrical body in the pipe lining material from the base of the pressure vessel to which the end of the airtight cylindrical body is fixed. FIG. 5 is a partially enlarged cross-sectional explanatory view showing a state in which the distal end portion of the reinforcing cylindrical body is protruded by a predetermined length from the distal end portion of the airtight cylindrical body. 前記の実施形態における管用内張り材の反転方法において、気密性筒状体の先端部から突出された補強用筒状体の先端部に2つの切込みを突出方向に沿って設けた状態を示し、(A)は側面側の部分拡大断面説明図、(B)は正面側の概略説明図である。In the reversing method of the pipe lining material in the above embodiment, a state is shown in which two cuts are provided along the protruding direction at the distal end portion of the reinforcing cylindrical body protruding from the distal end portion of the airtight cylindrical body. A) is a partially enlarged sectional explanatory view on the side surface side, and (B) is a schematic explanatory view on the front side. 前記の実施形態における管用内張り材の反転方法において、2ヶ所の切込みにより分割された補強用筒状体の各先端部を、それぞれ気密性筒状体外側に向け折り返すようにして反転させて、圧力容器の口金より半径方向外方に設けられた各保持部材に固定させた状態を示した部分拡大断面説明図である。In the reversing method of the pipe lining material in the above-described embodiment, the tip portions of the reinforcing tubular bodies divided by the two cuts are reversed so as to be folded back toward the outside of the airtight tubular body, and pressure is applied. It is a partial expanded sectional explanatory view which showed the state fixed to each holding member provided in the radial direction outward from the nozzle | cap | die of the container. 前記の実施形態における管用内張り材の反転方法において、圧力容器内から口金を通して管用内張り材を送り出して、前記の管用内張り材の内外面を反転させながら、管用内張り材を送り出す状態を示した部分拡大断面説明図である。In the method for reversing a pipe lining material in the above embodiment, a partial enlargement showing a state in which a pipe lining material is fed out while reversing the inner and outer surfaces of the pipe lining material by feeding the pipe lining material from the pressure vessel through a base. FIG. 前記の実施形態における管用内張り材の反転方法において、反転されて送り出された管用内張り材を既設管内に導入させた状態を示した概略断面説明図である。FIG. 5 is a schematic cross-sectional explanatory diagram showing a state in which the pipe lining material that has been reversed and sent out is introduced into an existing pipe in the pipe lining material reversal method according to the embodiment. 従来の管用内張り材の反転方法において、気密性筒状体および強用筒状体の端部を固定させた圧力容器の口金から、管用内張り材の内外面を反転させた状態を示した部分拡大断面説明図である。Partial enlargement showing a state in which the inner and outer surfaces of the pipe lining material are reversed from the base of the pressure vessel in which the ends of the airtight cylindrical body and the strong cylindrical body are fixed in the conventional method of inverting the pipe lining material. FIG.

以下、本発明の実施形態に係る管用内張り材の反転方法及び管用内張り材を添付図面に基づいて具体的に説明する。なお、本発明に係る管用内張り材の反転方法及び管用内張り材は、下記の実施形態に示したものに限定されず、発明の要旨を変更しない範囲において、適宜変更して実施できるものである。   Hereinafter, a pipe lining material reversal method and a pipe lining material according to an embodiment of the present invention will be specifically described with reference to the accompanying drawings. The pipe lining material reversal method and pipe lining material according to the present invention are not limited to those shown in the following embodiments, and can be implemented with appropriate modifications within the scope not changing the gist of the invention.

この実施形態においては、管用内張り材10として、図1に示すように、気密性筒状体11の内側に補強用筒状体12が設けられ、前記の気密性筒状体11と補強用筒状体12とが筒長方向の伸びが異なる材料で構成されたものを用いるようにしている。   In this embodiment, as shown in FIG. 1, a reinforcing tubular body 12 is provided inside the airtight tubular body 11 as the pipe lining material 10, and the airtight tubular body 11 and the reinforcing tubular body are provided. The shape body 12 is made of a material having a different elongation in the cylinder length direction.

ここで、前記の気密性筒状体11として、この実施形態においては、ポリエステル繊維等の汎用繊維で製織された筒状織布11aの外面に、ポリエチレン、ポリプロピレン、ナイロン、ポリエステル等の熱可塑性樹脂からなる気密性の筒状被膜11bが設けられたものを用いるようにしている。   Here, as the airtight cylindrical body 11, in this embodiment, a thermoplastic resin such as polyethylene, polypropylene, nylon, or polyester is formed on the outer surface of the cylindrical woven fabric 11 a woven with general-purpose fibers such as polyester fibers. What is provided with an airtight cylindrical coating 11b made of is used.

また、前記の補強用筒状体12として、この実施形態においては、ポリエステル繊維等で製織された筒状織布12aの外面に、ガラス繊維からなるロービングクロスと不織布が積層されたガラスマットを筒状になるように折り曲げて両端部を重ね合わせた筒状補強シート12bが設けられたものを用いている。なお、前記の筒状補強シート12bにおいては、前記のガラスマットを筒状になるように折り曲げて重ね合わせた両端部を、筒状補強シート12bの筒長方向に沿ってホットメルト接着剤等によって接着させるようにすることができる。また、前記の補強用筒状体12としては、前記の筒状織布12aと筒状補強シート12bとを交互に複数層設けたものを用いることもできる。また筒状補強シート12bの補強メンバとしてはガラス繊維、アラミド繊維、炭素繊維等のいわゆるスーパー繊維が好適であり、それをクロスやマット等に加工したものが使用される。また使用態様としては、前述のシートの両端部を重ねて筒状補強シート12bにしても良いし、初めから幅方向がシームレスな筒状体である円筒織物や円筒組物を使用しても良い。   Further, as the reinforcing cylindrical body 12, in this embodiment, a glass mat in which a roving cloth made of glass fiber and a nonwoven fabric are laminated on the outer surface of a cylindrical woven cloth 12a woven with polyester fiber or the like is used as a cylinder. The sheet is provided with a cylindrical reinforcing sheet 12b that is bent so as to be shaped and overlaps both ends. In the cylindrical reinforcing sheet 12b, both end portions of the glass mat folded and overlapped so as to have a cylindrical shape are joined with a hot melt adhesive or the like along the cylindrical length direction of the cylindrical reinforcing sheet 12b. It can be made to adhere. Further, as the reinforcing cylindrical body 12, a structure in which a plurality of layers of the cylindrical woven fabric 12a and the cylindrical reinforcing sheet 12b are alternately provided can be used. As the reinforcing member of the cylindrical reinforcing sheet 12b, so-called super fibers such as glass fibers, aramid fibers, and carbon fibers are suitable, and those processed into a cloth or a mat are used. Moreover, as a use aspect, you may use the cylindrical reinforcement sheet | seat 12b which overlaps the both ends of the above-mentioned sheet | seat, and is a cylindrical body whose width direction is seamless from the beginning. .

ここで、この実施形態において、前記の管用内張り材10の内外面を反転させながら送り出し、反転された管用内張り材10を上下水道管や農業用水管等の既設管P内に導入させて、反転された管用内張り材10によって既設管Pを補修するにあたっては、既設管Pと現地で設置した圧力容器20との距離や立坑・マンホール深さなどを考慮し、前記の管用内張り材10において反転を開始させる一端側から前記所要長さの部分を除くようにして、この管用内張り材10の内部に熱硬化性樹脂液を含浸させるようにする。なお、このように管用内張り材10の内部に熱硬化性樹脂液を含浸させるにあたっては、管用内張り材10の内部に熱硬化性樹脂液を注入させ、このように熱硬化性樹脂液が注液された管用内張り材10をニップローラ(図示せず)によって絞るようにすることができる。   Here, in this embodiment, the inner and outer surfaces of the pipe lining material 10 are sent out while being inverted, and the inverted pipe lining material 10 is introduced into an existing pipe P such as a water and sewage pipe or an agricultural water pipe, and then inverted. When the existing pipe P is repaired by the pipe lining material 10, the above-mentioned pipe lining material 10 is reversed in consideration of the distance between the existing pipe P and the pressure vessel 20 installed in the field, the depth of the shaft / manhole, and the like. The pipe lining material 10 is impregnated with a thermosetting resin liquid so as to remove the portion of the required length from one end side to be started. In addition, when impregnating the thermosetting resin liquid into the pipe lining material 10 in this way, the thermosetting resin liquid is injected into the pipe lining material 10 and the thermosetting resin liquid is injected as described above. The formed pipe lining material 10 can be squeezed by a nip roller (not shown).

そして、前記のように熱硬化性樹脂液を含浸させた管用内張り材10を、図2に示すように、リール21に巻き取った状態で圧力容器20内に収容させると共に、熱硬化性樹脂液を含浸させていない管用内張り材10の一端側における前記の気密性筒状体11を開口させて、この気密性筒状体11の端部を圧力容器20の口金22に環状に開口させた状態で固定させ、このように開口された気密性筒状体11の端部を通して、前記の補強用筒状体12の端部を露出させるようにする。   Then, the pipe lining material 10 impregnated with the thermosetting resin liquid as described above is accommodated in the pressure vessel 20 while being wound around the reel 21 as shown in FIG. A state in which the airtight cylindrical body 11 on one end side of the pipe lining material 10 not impregnated with gas is opened, and an end of the airtight cylindrical body 11 is annularly opened in the base 22 of the pressure vessel 20. The end portion of the reinforcing cylindrical body 12 is exposed through the end portion of the airtight cylindrical body 11 thus opened.

次いで、前記の気密性筒状体11の端部を圧力容器20の口金22に開口させて固定させた状態で、前記の圧力容器20に設けられた圧縮空気導入口23から圧力容器20内に圧縮空気を導入させ、この圧縮空気による流体圧力により、図3に示すように、前記の口金22を通して管用内張り材10における気密性筒状体11の内外面を反転させながら、管用内張り材10を口金22から所定長さ送り出すようにする。このようにすると、気密性筒状体11の内側における補強用筒状体12は反転されずに口金22から送り出され、反転されながら送り出される気密性筒状体11の先端部よりも、この補強用筒状体12が口金22からほぼ2倍の長さが送り出されて、この補強用筒状体12の先端部が気密性筒状体11の先端部から突出された状態になる。   Next, with the end of the airtight cylindrical body 11 opened and fixed to the base 22 of the pressure vessel 20, the compressed air introduction port 23 provided in the pressure vessel 20 enters the pressure vessel 20. Compressed air is introduced, and the pipe lining material 10 is made to invert the inner and outer surfaces of the airtight cylindrical body 11 in the pipe lining material 10 through the base 22 by the fluid pressure by the compressed air as shown in FIG. A predetermined length is sent out from the base 22. In this way, the reinforcing cylindrical body 12 inside the airtight cylindrical body 11 is sent out from the base 22 without being inverted, and this reinforcement is made more than the tip of the airtight cylindrical body 11 sent out while being inverted. The tubular body 12 is almost twice as long as the base 22, and the reinforcing tubular body 12 protrudes from the distal end of the airtight tubular body 11.

そして、このように気密性筒状体11の先端部から突出された補強用筒状体12の先端部において、図4(A),(B)に示すように、反転して送り出された気密性筒状体11により押さえられて扁平になった補強用筒状体12の両側部に、それぞれ切込み12cを突出方向に沿って設けた後、この両側部における2ヶ所の切込み12cにより分割された補強用筒状体12の各先端部を、それぞれ気密性筒状体11の外側に向け折り返すようにして反転させ、このように反転された補強用筒状体12の各先端部を、図5に示すように、それぞれ圧力容器20の口金22より半径方向外方に設けられた各保持部材24に固定させるようにしている。なお、この実施形態においては、前記のように反転して送り出された気密性筒状体11により押さえられて扁平になった補強用筒状体12の両側部にそれぞれ切込み12cを設けるようにしたが、気密性筒状体11の先端部よりも突出された補強用筒状体12の先端部に設ける切込み12cの数や位置は特に限定されない。   Then, at the distal end portion of the reinforcing cylindrical body 12 protruding from the distal end portion of the airtight cylindrical body 11 as shown in FIGS. After the notches 12c are provided along the protruding direction on both sides of the reinforcing tubular body 12 that is pressed and flattened by the elastic tubular body 11, they are divided by the two notches 12c on the both sides. Each tip portion of the reinforcing cylindrical body 12 is inverted so as to be folded back toward the outside of the airtight cylindrical body 11, and each tip portion of the reinforcing cylindrical body 12 thus inverted is shown in FIG. As shown in FIG. 4, the holding members 24 are fixed to the holding members 24 provided radially outward from the cap 22 of the pressure vessel 20. In this embodiment, the notches 12c are provided on both side portions of the reinforcing cylindrical body 12 that is pressed and flattened by the airtight cylindrical body 11 that has been reversed and sent out as described above. However, the number and position of the notches 12c provided at the distal end portion of the reinforcing tubular body 12 protruding from the distal end portion of the airtight tubular body 11 are not particularly limited.

次いで、前記のように反転された補強用筒状体12の先端部を、圧力容器20の口金22より半径方向外方に設けられた各保持部材24に固定させた状態で、前記の圧縮空気導入口23から圧力容器20内に圧縮空気を導入させ、この圧縮空気による流体圧力により、図6に示すように、圧力容器20内から前記の口金22を通して管用内張り材10を送り出し、前記の口金22の部分において前記の気密性筒状体11を反転させると共に、前記の保持部材24によって固定された前記の補強用筒状体12を反転させるようにして、前記の管用内張り材10の内外面を反転させながら、管用内張り材10を送り出すようにする。   Next, in the state where the tip end portion of the reinforcing cylindrical body 12 inverted as described above is fixed to each holding member 24 provided radially outward from the base 22 of the pressure vessel 20, the compressed air is used. Compressed air is introduced into the pressure vessel 20 from the introduction port 23, and the pipe lining material 10 is sent out from the pressure vessel 20 through the base 22 as shown in FIG. In the portion 22, the airtight tubular body 11 is reversed and the reinforcing tubular body 12 fixed by the holding member 24 is reversed, so that the inner and outer surfaces of the pipe lining material 10 are reversed. The pipe lining material 10 is fed out while reversing.

ここで、この実施形態においては、前記のように反転して送り出された気密性筒状体11により押さえられて扁平になった補強用筒状体12の両側部に切込み12cを設けるようにしているため、前記のように圧力容器20内から口金22を通して管用内張り材10を送り出し、口金22の部分において気密性筒状体11を反転させながら管用内張り材10を送り出す際に加わる負荷が軽減され、前記のように管用内張り材10の内外面を反転させながら、管用内張り材10を送り出す作業が簡単に行えるようになる。   Here, in this embodiment, the incisions 12c are provided on both sides of the reinforcing cylindrical body 12 that is pressed and flattened by the airtight cylindrical body 11 that has been reversed and sent out as described above. Therefore, as described above, the load applied when the pipe liner 10 is sent out from the pressure vessel 20 through the base 22 and the airtight cylindrical body 11 is reversed at the base 22 is reduced. As described above, the pipe lining material 10 can be easily sent out while the inner and outer surfaces of the pipe lining material 10 are reversed.

また、気密性筒状体11と補強用筒状体12とが筒長方向の伸びが異なる材料で構成されたものを用いている。
本実施例では、気密性筒状体11には汎用繊維を、補強用筒状体12にはスーパー繊維を使用しているので、通常であれば筒長方向の伸びは、気密性筒状体11が大きく、補強用筒状体12が小さいものとなる。
Further, the airtight cylindrical body 11 and the reinforcing cylindrical body 12 are made of materials having different elongations in the cylinder length direction.
In this embodiment, since the general-purpose fiber is used for the airtight cylindrical body 11 and the super fiber is used for the reinforcing cylindrical body 12, the extension in the cylinder length direction is usually the airtight cylindrical body. 11 is large, and the reinforcing cylindrical body 12 is small.

そして、反転の先端部分では、構成する繊維の伸びの違いによる整長作用、つまり伸びの小さい補強用筒状体12が伸びの大きい気密性筒状体11の過剰な伸びを抑止する働きが生じる。逆に言えば、補強用筒状体12に余剰なタルミが生じていたとき、気密性筒状体11がそのタルミを内側から押し伸ばす働きをする。
具体的な事象としては、リール21に巻かれた管用内張り材10が巻軸の内外周差で折れ皺を生じることがある。この折れ皺は筒長方向の伸びが小さい補強用筒状体12に顕著なものとなるが、前記整長作用によって容易にこのような皺を解除することができ、補修後の内張り材の内面仕上がりが平滑なものとなる。
本事象の例からも、反転前の管用内張り材10の内面側に、筒長方向の伸びが小さい筒状体が配置されていることが望ましいが、筒長方向の伸びが大きい筒状体が内面側に配置されても、その作用効果は生じる。
さらにそれらの筒長方向の伸びの差が5%以上あると、その効果はより顕著なものとなる。
Then, at the tip end of the reversal, the lengthening action due to the difference in the elongation of the constituent fibers, that is, the reinforcing cylindrical body 12 having a small elongation serves to suppress excessive elongation of the airtight cylindrical body 11 having a large elongation. . In other words, when excessive talmi is generated in the reinforcing cylindrical body 12, the airtight cylindrical body 11 functions to push and stretch the talmi from the inside.
As a specific event, the pipe lining material 10 wound around the reel 21 may be bent due to the difference between the inner and outer circumferences of the winding shaft. This crease becomes prominent in the reinforcing tubular body 12 having a small elongation in the cylinder length direction. However, such crease can be easily released by the lengthening action, and the inner surface of the lining material after repairing The finish is smooth.
Also from the example of this event, it is desirable that a cylindrical body with a small extension in the cylinder length direction is disposed on the inner surface side of the pipe lining material 10 before inversion. Even if it is arranged on the inner surface side, the effect is produced.
Further, when the difference in elongation in the cylinder length direction is 5% or more, the effect becomes more remarkable.

そして、図7に示すように、前記のように反転されて送り出された管用内張り材10を前記の既設管P内に導入させ、この管用内張り材10における補強用筒状体12を既設管Pの内面に接触させる一方、管用内張り材10における気密性筒状体11を内周側に位置させるようにする。   Then, as shown in FIG. 7, the pipe lining material 10 that is reversed and sent out as described above is introduced into the existing pipe P, and the reinforcing tubular body 12 in the pipe lining material 10 is introduced into the existing pipe P. The airtight cylindrical body 11 in the pipe lining material 10 is positioned on the inner peripheral side.

次いで、管用内張り材10を全長にわたって既設管P内に設置した後、既設管P内において管用内張り材10に含浸させた熱硬化性樹脂液を硬化させ、このように熱硬化性樹脂液が硬化された管用内張り材10によって既設管Pを補修する。硬化手段としては蒸気等を使用する加熱方式や、保圧状態保つ常温方式が採用される。   Next, after the pipe lining material 10 is installed in the existing pipe P over the entire length, the thermosetting resin liquid impregnated in the pipe lining material 10 is cured in the existing pipe P, and thus the thermosetting resin liquid is cured. The existing pipe P is repaired by the pipe lining material 10 thus made. As a curing means, a heating method using steam or a normal temperature method for maintaining a pressure holding state is adopted.

なお、この実施形態においては、反転された補強用筒状体12の各先端部を、それぞれ圧力容器20の口金22より半径方向外方に設けられた各保持部材24に固定させるようにしたが、補強用筒状体12の筒状補強シート12bだけを各保持部材24に固定し、筒状織布12aは筒状補強シート12bの外面上でテーピング等により固定しても良い。   In this embodiment, each tip of the inverted reinforcing cylindrical body 12 is fixed to each holding member 24 provided radially outward from the base 22 of the pressure vessel 20. Alternatively, only the cylindrical reinforcing sheet 12b of the reinforcing cylindrical body 12 may be fixed to each holding member 24, and the cylindrical woven fabric 12a may be fixed on the outer surface of the cylindrical reinforcing sheet 12b by taping or the like.

また、気密性筒状体11の先端部よりも補強用筒状体12の先端部を所定長さ突出させた後に、補強用筒状体12の先端部に切込み12cを設けるようにしたが、管用内張り材10として、補強用筒状体12の端部に予め切込み12cを設けたものを用いるようにすることもできる。そうすることで、カッター等を用いる切込み作業時の人的ミスで、気密性筒状体11まで傷つける恐れを無くすことができる。特に切込み難いガラス繊維やアラミド繊維等のスーパー繊維を使用した場合に、効果的である。   In addition, the protrusion 12c is provided at the tip of the reinforcing cylindrical body 12 after the tip of the reinforcing cylindrical body 12 protrudes from the tip of the airtight cylindrical body 11 by a predetermined length. As the tube lining material 10, a tube in which a cut 12 c is provided in advance at the end of the reinforcing cylindrical body 12 can be used. By doing so, it is possible to eliminate the risk of damaging the airtight cylindrical body 11 due to a human error during a cutting operation using a cutter or the like. This is particularly effective when super fibers such as glass fibers and aramid fibers that are difficult to cut are used.

なお、補強用筒状体12の筒状織布12aは、強度層である筒状補強シート12bを保護する役割として用いられるものであるから、その使用要否は補修対象となる既設管Pの状況から適宜決めれば良い。   In addition, since the tubular woven fabric 12a of the reinforcing tubular body 12 is used for protecting the tubular reinforcing sheet 12b that is a strength layer, the necessity of use of the tubular woven fabric 12a of the existing tubular P to be repaired is determined. It may be determined appropriately from the situation.

10:管用内張り材
11:気密性筒状体、11a:筒状織布、11b:筒状被膜
12:補強用筒状体、12a:筒状織布、12b:筒状補強シート、12c:切込み
20:圧力容器
21:リール
22:口金
23:圧縮空気導入口
24:保持部材
P:既設管
10: Pipe lining material 11: Airtight tubular body, 11a: Tubular woven fabric, 11b: Tubular coating 12: Reinforcing tubular body, 12a: Tubular woven fabric, 12b: Tubular reinforcing sheet, 12c: Cut 20: Pressure vessel 21: Reel 22: Base 23: Compressed air inlet 24: Holding member P: Existing pipe

Claims (5)

気密性筒状体の内側に少なくとも補強用筒状体が設けられ、前記の気密性筒状体と補強用筒状体とが筒長方向の伸びが異なる材料で構成されてなる管用内張り材の内外面を反転させる管用内張り材の反転方法において、前記の気密性筒状体の一方の端部を圧力容器内の口金に開口させた状態で固定させると共に、前記の補強用筒状体の一方の端部を、前記の開口された気密性筒状体の先端部から反転送り出し方向に突出させて固定させ、この状態で、前記の圧力容器内に流体圧力を作用させて、圧力容器内から前記の口金を通して管用内張り材の内外面を反転させながら送り出すことを特徴とする管用内張り材の反転方法。   A tube lining material comprising at least a reinforcing cylindrical body inside an airtight cylindrical body, wherein the airtight cylindrical body and the reinforcing cylindrical body are made of materials having different elongation in the cylinder length direction. In the reversing method of the tube lining material for reversing the inner and outer surfaces, one end of the airtight cylindrical body is fixed in a state of being opened to a base in the pressure vessel, and one of the reinforcing cylindrical bodies is fixed. The end portion of the gas-tight cylindrical body is fixed by projecting in the reverse feed direction from the tip end portion of the opened airtight cylindrical body, and in this state, fluid pressure is applied to the pressure vessel. A method for reversing a pipe lining material, wherein the inner and outer surfaces of the pipe lining material are sent out while being reversed through the base. 請求項1に記載の管用内張り材の反転方法において、前記の気密性筒状体の一方の端部を圧力容器内の口金に開口させて固定させた後、前記の圧力容器内に流体圧力を作用させて、前記の気密性筒状体を端部が固定された口金から反転させながら所定長さ送り出すと共に、前記の補強用筒状体の一方の端部を送り出された気密性筒状体の先端部から突出させ、気密性筒状体の先端部から突出された補強用筒状体の端部を反転させるようにして固定させることを特徴とする管用内張り材の反転方法。   2. The method of reversing a pipe lining material according to claim 1, wherein after one end of the airtight cylindrical body is opened and fixed to a base in a pressure vessel, a fluid pressure is applied to the pressure vessel. The airtight cylindrical body is fed out by a predetermined length while acting to reverse the airtight cylindrical body from the base with the end fixed, and the one end of the reinforcing cylindrical body is fed out. A method for reversing a tube lining material, wherein the tube lining material is fixed so as to be reversed by projecting from the distal end portion of the airtight tubular body and inverting the end portion of the reinforcing tubular body projecting from the distal end portion of the airtight tubular body. 請求項2に記載の管用内張り材の反転方法において、送り出された気密性筒状体の先端部から突出された補強用筒状体の端部の少なくとも2ヶ所に切込みを突出方向に沿って設け、この切込み部分において補強用筒状体の端部を反転させるようにして固定させたことを特徴とする管用内張り材の反転方法。   3. The method for reversing a pipe lining material according to claim 2, wherein incisions are provided along at least two locations along the protruding direction at the end of the reinforcing cylindrical body protruding from the tip of the fed airtight cylindrical body. A method for reversing a pipe lining material, wherein the end of the reinforcing cylindrical body is fixed so as to be reversed at the cut portion. 請求項3に記載の管用内張り材の反転方法において、送り出された気密性筒状体の先端部から突出された補強用筒状体の端部に切込みを突出方向に沿って設けるにあたり、前記の切込みを、反転して送り出された気密性筒状体により押さえられて扁平になった補強用筒状体の両側部に設けたことを特徴とする管用内張り材の反転方法。   In the reversing method of a pipe lining material according to claim 3, in providing a cut along the protruding direction at the end of the reinforcing cylindrical body protruding from the tip of the fed airtight cylindrical body, A method for reversing a pipe lining material, characterized in that the incisions are provided on both sides of a reinforcing tubular body that is flattened by being pressed by an airtight tubular body that has been fed in reverse. 請求項1に記載の管用内張り材の反転方法に使用する管用内張り材であって、気密性筒状体の内側に少なくとも補強用筒状体が設けられ、前記の気密性筒状体と補強用筒状体とが筒長方向の伸びが異なる材料で構成されると共に、前記の気密性筒状体の送り出し方向先端部から突出される補強用筒状体の端部の少なくとも2ヶ所に切込みが突出方向に沿って設けられてなることを特徴とする管用内張り材。 A pipe lining material used in the method for reversing a pipe lining material according to claim 1, wherein at least a reinforcing cylindrical body is provided inside the airtight cylindrical body, and the airtight cylindrical body and the reinforcing material are provided. tubular body and is formed is of a different material elongation of the tube length direction Rutotomoni, cut in at least two places of the end portion of the reinforcing tubular member that protrudes from the dispensing direction leading end portion of the airtight cylindrical body A lining material for a pipe, characterized by being provided along a protruding direction .
JP2015213810A 2015-10-30 2015-10-30 Method for reversing pipe lining material and pipe lining material Active JP6619988B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015213810A JP6619988B2 (en) 2015-10-30 2015-10-30 Method for reversing pipe lining material and pipe lining material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015213810A JP6619988B2 (en) 2015-10-30 2015-10-30 Method for reversing pipe lining material and pipe lining material

Publications (2)

Publication Number Publication Date
JP2017081063A JP2017081063A (en) 2017-05-18
JP6619988B2 true JP6619988B2 (en) 2019-12-11

Family

ID=58710259

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015213810A Active JP6619988B2 (en) 2015-10-30 2015-10-30 Method for reversing pipe lining material and pipe lining material

Country Status (1)

Country Link
JP (1) JP6619988B2 (en)

Also Published As

Publication number Publication date
JP2017081063A (en) 2017-05-18

Similar Documents

Publication Publication Date Title
EP2397312B1 (en) Method for bonding cylindrical members
US11384889B2 (en) Pipe liner and method of making and installing the same
JP3903679B2 (en) Non-permeable composite hose
JP6030937B2 (en) Line lining material and line lining method
CN104220237B (en) The lining method of pipeline and the inner lining material of pipeline
JP4989203B2 (en) Lining material and pipeline lining method
JP2010260274A (en) Pipe-lining material and pipeline lining method
JP6619988B2 (en) Method for reversing pipe lining material and pipe lining material
JP5086833B2 (en) Lining material
JP2011104786A (en) Lining material
JP2010054052A (en) Silicone reinforced hose
CA3031273C (en) Electromagnetic radiation curable pipe liner and method of making and installing the same
JP6954798B2 (en) Laminated body for pipe rehabilitation and member for pipe rehabilitation
JP5607099B2 (en) Lining material and pipeline lining method
JP4649630B2 (en) Silicone reinforced hose
JP6598455B2 (en) Pipeline and lining method
JP5834318B2 (en) Fiber reinforced rubber member
JP6162453B2 (en) Pipe repair machine and pipe repair method
JP5894648B1 (en) Pipe lining material
JP3605178B2 (en) Repair material for pipe inner surface
JP3504887B2 (en) Pipe liner, method of manufacturing the same, pipe line lining method, and lined pipe
JP2014231154A (en) Method for producing pipe lining material
JP2018052015A (en) Strip-shaped member for spiral tube formation
WO2018168677A1 (en) Belt-shaped fabric for hose, and hose
JP6154709B2 (en) Method for preheating edge of lining material and preheating bag body used therefor

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180828

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20190708

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190730

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190925

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: 20191112

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20191118

R150 Certificate of patent or registration of utility model

Ref document number: 6619988

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250