JPH033103B2 - - Google Patents
Info
- Publication number
- JPH033103B2 JPH033103B2 JP14390686A JP14390686A JPH033103B2 JP H033103 B2 JPH033103 B2 JP H033103B2 JP 14390686 A JP14390686 A JP 14390686A JP 14390686 A JP14390686 A JP 14390686A JP H033103 B2 JPH033103 B2 JP H033103B2
- Authority
- JP
- Japan
- Prior art keywords
- thin
- resin pipe
- pipe
- walled resin
- outer periphery
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 229920005989 resin Polymers 0.000 claims description 47
- 239000011347 resin Substances 0.000 claims description 47
- 239000011440 grout Substances 0.000 claims description 13
- 239000012530 fluid Substances 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 229920001875 Ebonite Polymers 0.000 description 8
- 238000005452 bending Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 230000008602 contraction Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003517 fume Substances 0.000 description 1
- 239000011796 hollow space material Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Lining Or Joining Of Plastics Or The Like (AREA)
- Pipe Accessories (AREA)
- Laminated Bodies (AREA)
- Lining And Supports For Tunnels (AREA)
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、薄肉樹脂管を、管敷設路としてのト
ンネル内に敷設するときや、他の管敷設路として
のヒユーム管に内挿するときなどに用いる、薄肉
樹脂管の外周グラウト施工方法に関するものであ
る。[Detailed Description of the Invention] Industrial Application Field The present invention is useful when laying a thin-walled resin pipe in a tunnel as a pipe-laying route, or when inserting it into a fume pipe as another pipe-laying route. The present invention relates to a method for grouting the outer periphery of a thin-walled resin pipe.
従来の技術
薄肉樹脂管をトンネルなどの管敷設路内に搬入
して敷設する場合、管敷設路内において、薄肉樹
脂管の補強のため、その外周空〓部をグラウトを
注入して固める必要がある。Conventional technology When carrying a thin-walled resin pipe into a pipe-laying path such as a tunnel and laying it, it is necessary to inject grout into the hollow area around the outer periphery of the pipe in order to reinforce the thin-walled resin pipe within the pipe-laying path. be.
発明が解決しようとする問題点
しかし、敷設樹脂管は薄肉で剛性が低いため、
従来の技術では、樹脂管の外周空〓部に注入した
ときのグラウトの圧力により樹脂管が撓むという
問題があつた。Problems to be solved by the invention However, since the laid resin pipes are thin and have low rigidity,
In the conventional technology, there was a problem in that the resin pipe was bent due to the pressure of the grout when it was injected into the outer peripheral cavity of the resin pipe.
本発明は上記問題点を解決するもので、グラウ
トの圧力で薄肉樹脂管が撓むのを防止する、薄肉
樹脂管の外周グラウト施工方法を提供することを
目的とするものである。 The present invention solves the above problems, and aims to provide a method for grouting the outer periphery of a thin-walled resin pipe, which prevents the thin-walled resin pipe from bending due to the pressure of the grout.
問題点を解決するための手段
上記問題点を解決するため、本発明は、管敷設
路内の薄肉樹脂管の内面に接する中空の弾性体を
その内部に加圧流体を供給して膨張させることに
より薄肉樹脂管の内面を補強支持する工程と、そ
の補強支持状態で薄肉樹脂管外周と管敷設路との
空〓部にグラウトを注入する工程とを備えたこと
を特徴とする薄肉樹脂管の外周グラウト施工方法
を提供するものである。Means for Solving the Problems In order to solve the above problems, the present invention provides a method of supplying pressurized fluid to the inside of a hollow elastic body that is in contact with the inner surface of a thin-walled resin pipe in a pipe laying path to expand the hollow elastic body. A thin-walled resin pipe comprising the steps of: reinforcing and supporting the inner surface of the thin-walled resin pipe; and injecting grout into the hollow space between the outer periphery of the thin-walled resin pipe and the pipe laying path in the reinforced and supported state. The present invention provides a method for performing perimeter grouting.
作 用
薄肉樹脂管をトンネルなどの管敷設路内に搬入
して敷設する際、まず、トンネル内の薄肉樹脂管
の中に管内面支持装置を送り込み、その後、弾性
体を加圧流体で膨張させ薄肉樹脂管の内面に押し
つける。すなわち、薄肉樹脂管の内面を弾性体に
より補強支持する。次に、その補強支持状態で、
薄肉樹脂管の外周空〓部にグラウトを注入する。
そして、グラウトの硬化後、弾性体から加圧流体
を排出してこの弾性体を収縮させ、次のグラウト
施工に備える。Function When carrying a thin-walled resin pipe into a pipe-laying path such as a tunnel and laying it, first, the tube inner surface support device is sent into the thin-walled resin pipe inside the tunnel, and then the elastic body is expanded with pressurized fluid. Press it against the inner surface of the thin-walled resin tube. That is, the inner surface of the thin resin tube is reinforced and supported by the elastic body. Next, in that reinforced support state,
Inject grout into the outer periphery of the thin-walled resin pipe.
After the grout has hardened, the pressurized fluid is discharged from the elastic body to contract the elastic body and prepare for the next grout application.
実施例
第1図は本発明の第1実施例にかかる薄肉樹脂
管の外周グラウト施工状態を示す正面図、第2図
は1図の側面図である。Embodiment FIG. 1 is a front view showing a state of grouting the outer periphery of a thin-walled resin pipe according to a first embodiment of the present invention, and FIG. 2 is a side view of FIG. 1.
これらの図において、管敷設路としてのトンネ
ル1は薄肉樹脂管2よりもやや大径である。薄肉
樹脂管2よりも小径の筒体3は、車輪4により薄
肉樹脂管2の中を長さ方向、つまり矢印A方向に
走行自在である。車輪4は、筒体3を薄肉樹脂管
2の中に挿入したとき、筒体3が薄肉樹脂管2と
ほぼ同心状に位置するように構成されている。筒
体3の外周はリブ5により補強されている。ゴム
製で筒状に形成されたチユーブ状の弾性体6は、
筒体3の外周に取りつけられ、この筒体3の外周
を全面的に被つている。弾性体6の内部に加圧流
体(ここでは、圧縮空気)を供給し、また、それ
を排出させる圧力流体給排口部7は、筒体3の内
周側に突出して、手動開閉弁8により開閉自在と
されている。弾性体6の外周は一定厚さの硬質ゴ
ム9により被覆され、かつ硬質ゴム9は弾性体6
の膨縮を妨げないように、円周方向に4分割され
ている。 In these figures, a tunnel 1 serving as a pipe laying path has a slightly larger diameter than a thin-walled resin pipe 2. The cylindrical body 3, which has a smaller diameter than the thin-walled resin tube 2, can freely travel in the length direction of the thin-walled resin tube 2, that is, in the direction of arrow A, by means of wheels 4. The wheel 4 is configured such that when the cylindrical body 3 is inserted into the thin-walled resin pipe 2, the cylindrical body 3 is located substantially concentrically with the thin-walled resin pipe 2. The outer periphery of the cylindrical body 3 is reinforced by ribs 5. The tube-shaped elastic body 6 is made of rubber and is formed into a cylindrical shape.
It is attached to the outer periphery of the cylindrical body 3 and completely covers the outer periphery of the cylindrical body 3. A pressurized fluid supply/discharge port 7 for supplying pressurized fluid (here, compressed air) to the inside of the elastic body 6 and for discharging it protrudes toward the inner peripheral side of the cylinder body 3 and is connected to a manual on-off valve 8. It is said that it can be opened and closed freely. The outer periphery of the elastic body 6 is covered with a hard rubber 9 having a constant thickness, and the hard rubber 9 covers the elastic body 6.
It is divided into four parts in the circumferential direction so as not to impede expansion and contraction.
次に、上記のように構成された管内面支持装置
10の使用方法、すなわち薄肉樹脂管2をトンネ
ル1内に搬入して敷設する際の、薄肉樹脂管2の
外周グラウト施工要領を述べる。 Next, a method of using the pipe inner surface support device 10 configured as described above, that is, a procedure for grouting the outer periphery of the thin-walled resin pipe 2 when the thin-walled resin pipe 2 is carried into the tunnel 1 and installed will be described.
まず、薄肉樹脂管2をトンネル1内の所定位置
に搬入してトンネル1と同心状にセツトし、薄肉
樹脂管2の外周をほぼ均等厚さで囲む空〓部11
を形成する。しかるのち、薄肉樹脂管2の中に管
内面支持装置10を送り込む。この状態では、筒
体3が薄肉樹脂管2と同心状に位置することによ
り、各硬質ゴム9の外面がほぼ均等な間隔を保つ
て薄肉樹脂管2の内面に対向する。これより圧力
流体給排口部7から弾性体6の内部に圧縮空気を
供給することにより、弾性体6を膨張させ、硬質
ゴム9を薄肉樹脂管2の内面に押しつける。すな
わち、薄肉樹脂管2の内面を弾性体6により補強
支持する。次に、その補強支持状態で、薄肉樹脂
管2の外周の空〓部11にグラウト12を注入す
る。そして、グラウト12の硬化後、圧力流体給
排口部7から圧縮空気を排出して弾性体6を収縮
させる。この状態では、硬質ゴム9が薄肉樹脂管
2から離れるので、管内面支持装置10は、これ
より次の作業位置に送ることができる。 First, the thin-walled resin pipe 2 is carried into a predetermined position in the tunnel 1 and set concentrically with the tunnel 1, and an empty section 11 surrounding the outer periphery of the thin-walled resin pipe 2 with a substantially uniform thickness is set.
form. Thereafter, the tube inner surface support device 10 is fed into the thin-walled resin tube 2. In this state, the cylindrical body 3 is positioned concentrically with the thin resin tube 2, so that the outer surface of each hard rubber 9 faces the inner surface of the thin resin tube 2 with approximately equal spacing therebetween. By supplying compressed air into the inside of the elastic body 6 from the pressure fluid supply/discharge port 7, the elastic body 6 is expanded and the hard rubber 9 is pressed against the inner surface of the thin resin tube 2. That is, the inner surface of the thin resin tube 2 is reinforced and supported by the elastic body 6. Next, in the reinforced and supported state, grout 12 is injected into the hollow part 11 on the outer periphery of the thin resin pipe 2. After the grout 12 hardens, compressed air is discharged from the pressure fluid supply/discharge port 7 to cause the elastic body 6 to contract. In this state, the hard rubber 9 is separated from the thin-walled resin tube 2, so that the tube inner surface support device 10 can be sent to the next working position.
第3図、第4図は本発明の第2実施例を示す。
この例では、ゴムチユーブからなる中空の弾性体
6が筒体3の外周に膨張自在に螺旋状に巻きつけ
られている。また、この場合の弾性体6は、圧力
水を供給して膨張させるので、圧力流体給排口部
7と共に、手動開閉弁16を有する空気出入口部
13も設けられている。さらに、この例では、弾
性体6は直接的に薄肉樹脂管2の内面に接するよ
うになつているが、これらの点を除く他の構成は
第1実施例と同じであり、したがつてその説明は
省略する。 3 and 4 show a second embodiment of the invention.
In this example, a hollow elastic body 6 made of a rubber tube is spirally wound around the outer periphery of the cylindrical body 3 so as to be expandable. Further, since the elastic body 6 in this case is expanded by supplying pressurized water, an air inlet/outlet section 13 having a manual opening/closing valve 16 is also provided in addition to the pressure fluid supply/discharge port 7 . Furthermore, in this example, the elastic body 6 is in direct contact with the inner surface of the thin-walled resin tube 2, but other than these points, the other configurations are the same as in the first example. Explanation will be omitted.
第5図、第6図は本発明の第3実施例を示す。
この例では、筒体3は比較的小径で、その外周に
設けられた中空の弾性体6は筒体の円周方向に4
等分されている。それぞれの弾性体6には、各自
の圧力流体給排口部7から圧縮空気が供給され
る。これにより膨張する各弾性体6の、薄肉樹脂
管2の内面を押圧する外側部は、保護パツドとし
て有効な硬質ゴム9により形成され、かつ硬質ゴ
ム9の内面には、補強金属板14が設けられてい
る。なお、この場合の管内面支持装置10は、第
1および第2実施例で示したような車輪4で受け
ず、薄肉樹脂管2の内面上を直接すべらせて移動
するようになつている。 5 and 6 show a third embodiment of the present invention.
In this example, the cylindrical body 3 has a relatively small diameter, and the hollow elastic body 6 provided on the outer periphery extends 4 in the circumferential direction of the cylindrical body.
It is divided equally. Compressed air is supplied to each elastic body 6 from its own pressure fluid supply/discharge port 7 . The outer part of each elastic body 6 that expands thereby, which presses against the inner surface of the thin-walled resin tube 2, is formed of hard rubber 9 which is effective as a protective pad, and a reinforcing metal plate 14 is provided on the inner surface of the hard rubber 9. It is being Note that the tube inner surface support device 10 in this case is adapted to move by sliding directly on the inner surface of the thin resin tube 2 instead of being supported by the wheels 4 as shown in the first and second embodiments.
発明の効果
本発明によれば、薄肉樹脂管をトンネル内に搬
入したのち、薄肉樹脂管の外周空〓部にグラウト
を注入する際、薄肉樹脂管の内面を補強支持する
ので、グラウトの圧力で薄肉樹脂管が撓むのを防
止することができる。Effects of the Invention According to the present invention, when grout is injected into the outer circumferential space of the thin-walled resin pipe after the thin-walled resin pipe is carried into the tunnel, the inner surface of the thin-walled resin pipe is reinforced and supported, so the pressure of the grout is applied. It is possible to prevent the thin-walled resin pipe from bending.
第1図は本発明の第1実施例にかかる外周グラ
ウト施工状態の正面図、第2図は第1図の側面
図、第3図は本発明の第2実施例にかかる外周グ
ラウト施工状態の正面図、第4図は第3図の側面
図、第5図は本発明の第3実施例にかかる外周グ
ラウト施工状態の正面図、第6図は第5図の側面
図である。
1……トンネル(敷設通路)、2……薄肉樹脂
管、3……筒体、4……車輪、6……弾性体、9
……硬質ゴム、11……空〓部、12……グラウ
ト、14……補強金属板。
FIG. 1 is a front view of the outer periphery grouting according to the first embodiment of the present invention, FIG. 2 is a side view of FIG. 1, and FIG. 3 is a front view of the outer periphery grouting according to the second embodiment of the present invention. 4 is a side view of FIG. 3, FIG. 5 is a front view of the outer periphery grouting state according to the third embodiment of the present invention, and FIG. 6 is a side view of FIG. 5. 1... Tunnel (laying passage), 2... Thin-walled resin pipe, 3... Cylindrical body, 4... Wheel, 6... Elastic body, 9
... Hard rubber, 11 ... Hollow part, 12 ... Grout, 14 ... Reinforcement metal plate.
Claims (1)
の弾性体をその内部に加圧流体を供給して膨張さ
せることにより薄肉樹脂管の内面を補強支持する
工程と、その補強支持状態で薄肉樹脂管外周と管
敷設路との空〓部にグラウトを注入する工程とを
備えたことを特徴とする薄肉樹脂管の外周グラウ
ト施工方法。1. A step of reinforcing and supporting the inner surface of the thin-walled resin pipe by supplying pressurized fluid to the inside of the hollow elastic body that is in contact with the inner surface of the thin-walled resin pipe in the pipe laying path and expanding it, and A method for grouting the outer periphery of a thin-walled resin pipe, comprising the step of injecting grout into an empty space between the outer periphery of the resin pipe and a pipe laying path.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14390686A JPS631883A (en) | 1986-06-19 | 1986-06-19 | Outer-circumferential grout execution method of thin resin pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14390686A JPS631883A (en) | 1986-06-19 | 1986-06-19 | Outer-circumferential grout execution method of thin resin pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS631883A JPS631883A (en) | 1988-01-06 |
| JPH033103B2 true JPH033103B2 (en) | 1991-01-17 |
Family
ID=15349828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14390686A Granted JPS631883A (en) | 1986-06-19 | 1986-06-19 | Outer-circumferential grout execution method of thin resin pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS631883A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2652655B2 (en) * | 1988-04-01 | 1997-09-10 | タキロン株式会社 | Internal lining method for existing pipes |
| KR19980049275A (en) * | 1996-12-19 | 1998-09-15 | 김종진 | Method for preparing alpha-type hemihydrate gypsum from Isuban gypsum using microwave |
-
1986
- 1986-06-19 JP JP14390686A patent/JPS631883A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS631883A (en) | 1988-01-06 |
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