JPH03146481A - Method for curing mortar in mortar lining method for pipeline - Google Patents
Method for curing mortar in mortar lining method for pipelineInfo
- Publication number
- JPH03146481A JPH03146481A JP28607989A JP28607989A JPH03146481A JP H03146481 A JPH03146481 A JP H03146481A JP 28607989 A JP28607989 A JP 28607989A JP 28607989 A JP28607989 A JP 28607989A JP H03146481 A JPH03146481 A JP H03146481A
- Authority
- JP
- Japan
- Prior art keywords
- mortar
- tube
- pipe
- water
- curing
- 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.)
- Granted
Links
- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 46
- 238000000034 method Methods 0.000 title claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 29
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 6
- 239000000057 synthetic resin Substances 0.000 claims abstract description 6
- 238000010276 construction Methods 0.000 claims description 9
- 238000010438 heat treatment Methods 0.000 abstract description 2
- 238000012856 packing Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 239000011147 inorganic material Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
Landscapes
- Application Of Or Painting With Fluid Materials (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、老朽化した水道管等の管路の内面にモルタ
ルのライニング層を形成する方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method for forming a mortar lining layer on the inner surface of a conduit such as an aged water pipe.
上記のようなモルタルライニング工法は、ライニング材
として無機材料であるモルタルを使用するので、安全な
水の確保ができると共に、防蝕性が良好で工費も安い等
の優れた利点がある。The mortar lining construction method described above uses mortar, which is an inorganic material, as the lining material, so it has excellent advantages such as ensuring safe water, good corrosion resistance, and low construction costs.
ただ、モルタルライニング工法は、モルタルの硬化時間
が長いので、長時間の断水を余儀なくされる。このため
、モルタルライニング工法の場合は、施工区間の道路上
、側溝等に仮設管を設置して長時間の断水を回避する必
要があり、この仮設管の設置が工期、工費及び安全性の
点で大きな問題であった。However, with the mortar lining method, the mortar takes a long time to harden, so water is cut off for long periods of time. For this reason, in the case of the mortar lining method, it is necessary to install temporary pipes on the road or in the side ditches in the construction section to avoid long-term water outages. It was a big problem.
このため、従来から、モルタルのw11ヒを促進させる
硬化促進剤が種々開発されているが、可使時間が長く、
硬化時間を短くすることができないので仮設管の設置を
省略するまでには至っていない。For this reason, various hardening accelerators have been developed to accelerate the w11 hardening of mortar, but they have a long pot life and
Since the curing time cannot be shortened, the installation of temporary pipes has not been omitted.
そこで、この発明は、モルタル塗布後に、モルタルの硬
化時間を促進させる方法を提供することにより、仮設管
を設置することなくモルタルライニングを行なえるよう
にしようとするものである。Therefore, the present invention aims to enable mortar lining without installing a temporary pipe by providing a method for accelerating the curing time of mortar after applying mortar.
上記の課題を解決するために、この発明は、管路内面に
モルタルを塗布した後、管路の一端から管路内に合成樹
脂フィルムのチューブを挿入し、このチューブ内に高温
水を充填して上記モルタルを加熱養生し、上記モルタル
の硬化後上記チューブを引き抜くようにしたのである。In order to solve the above problems, this invention applies mortar to the inner surface of the pipe, inserts a synthetic resin film tube into the pipe from one end, and fills the tube with high-temperature water. The mortar was cured by heating, and the tube was pulled out after the mortar had hardened.
上記方法によると、モルタルが加熱養生されるため、モ
ルタルが極めて短時間で硬化し、仮設管を設置するまで
もない。According to the above method, since the mortar is heated and cured, the mortar hardens in an extremely short time, and there is no need to install a temporary pipe.
次に、この発明の一実施例を、モルタルライニング工法
によって既設の水道管を更生する場合について説明する
。Next, an embodiment of the present invention will be described in the case where an existing water pipe is rehabilitated by the mortar lining method.
まず、既設管路の制水弁、止水栓等を調査し、作業坑、
掘削箇所を決定する。First, we will investigate the water control valves, stop valves, etc. of the existing pipelines, and
Determine the excavation location.
そして、第1図に示すように、施工区間の両端を掘削し
、管1を約1m切断する。取り口2、仮パルプ3等を設
置することにより、断水区域を施工区間のみに限定する
。Then, as shown in FIG. 1, both ends of the construction section are excavated and the pipe 1 is cut by about 1 m. By installing intake ports 2, temporary pulp 3, etc., the water cut-off area will be limited to the construction section only.
この後、施工管路側の取り口2を外し、管1内の水を排
出する。そして、通線機等を用いて、ロープを通した後
、第2図に示すように、スクレーパー4、ワイヤーブラ
シを動力ウィンチ5.6で牽引しながら、水垢や請こぶ
等を掻き落とすと同時に圧力水を管1内に流して除去、
洗浄する0次いで、ブロンジャーを動力ウィンチ5.6
で牽引・し、管1内に残された水等を排出する。After this, the outlet 2 on the construction pipe side is removed and the water in the pipe 1 is drained. After threading the rope using a wire threading machine, etc., as shown in Figure 2, while pulling the scraper 4 and wire brush with a power winch 5.6, scrape off limescale, dirt, etc. Remove by flowing pressure water into pipe 1,
Wash the bronzer with a power winch 5.6
Tow the pipe with the pipe 1 and drain the water left inside the pipe 1.
このようにして管1内をクリーニングした後、第3図に
示すように、管1内にライニングマシン7をセットし、
動力ウィンチ8で一定の速度で牽引しながら管1内面に
モルタルSを吹き付けて塗布する。管1内面に吹き付け
られたモルタル9は、吹き付けと同時にライニングマシ
ン7の先端に装着されたコテ10によって均一な厚みに
仕上げられ、管1内面に均一な厚みのライニング層が形
成される。After cleaning the inside of the pipe 1 in this way, as shown in FIG. 3, the lining machine 7 is set inside the pipe 1,
The mortar S is sprayed onto the inner surface of the tube 1 while being pulled at a constant speed by a power winch 8. The mortar 9 sprayed onto the inner surface of the tube 1 is finished to a uniform thickness by a trowel 10 attached to the tip of the lining machine 7 at the same time as the spraying, thereby forming a lining layer of uniform thickness on the inner surface of the tube 1.
ここで使用するモルタル9には、硬化を促進させる硬化
促進材を混入しておくことが望ましい。It is desirable that the mortar 9 used here contains a hardening accelerator that accelerates hardening.
上記のようにして、管1内をライニングすると、管路に
分水栓11がある場合には、分水栓11がモルタル9に
よって閉塞される。このため、上記ライニングの後、第
4図に示すように、管1の両端を閉塞した後、コンプレ
ッサー12によって管1内にエアー圧力をかけ、その状
態で各止水栓13を開放することにより、分水栓11を
閉塞しているモルタル9を除去する。When the inside of the pipe 1 is lined as described above, if the pipe has a water distribution faucet 11, the water distribution faucet 11 is blocked by the mortar 9. For this reason, after the above-mentioned lining, as shown in FIG. 4, after closing both ends of the pipe 1, air pressure is applied inside the pipe 1 by the compressor 12, and in this state, each stop valve 13 is opened. , remove the mortar 9 blocking the water faucet 11.
この後、管1内に、ポリエチレン等の合成樹脂フィルム
のチューブ14を挿入−し、このチューブ14内に約7
0℃の高温水15を充填して上記モルタル9を加熱養生
する。管1内への上記チューブ14の挿入は、次のよう
にして行われる。第5図に示すように、管1の両端に、
上方に向かって屈曲するガイド管16を取付け、一方の
ガイド管16の上方に架台17を組み、この架台17に
カラー1aを設置する。このカラー18の外周に、上記
チューブ14をかぶせ、バンドでしっかりと固定した後
、チューブ14をカラー18内に押し込み反転させる。After this, a tube 14 made of a synthetic resin film such as polyethylene is inserted into the tube 1, and about 7
The mortar 9 is heated and cured by filling with high temperature water 15 at 0°C. The tube 14 is inserted into the tube 1 as follows. As shown in FIG. 5, at both ends of the tube 1,
A guide tube 16 bent upward is attached, a pedestal 17 is assembled above one of the guide tubes 16, and a collar 1a is installed on this pedestal 17. The tube 14 is placed over the outer periphery of the collar 18 and firmly fixed with a band, and then the tube 14 is pushed into the collar 18 and reversed.
そしてチューブ14内へ、温水車19から高温水15を
注水すると、水圧によってチューブ14は反転しながら
徐々に管1内へ挿入されていく、このようにして、第6
図に示す状態までチューブ14を挿入する。そして、そ
のままの状態でチューブ14を介して高温水15によっ
てモルタル9を加温する。Then, when high-temperature water 15 is poured into the tube 14 from the hot water wheel 19, the tube 14 is gradually inserted into the tube 1 while being reversed by the water pressure.
Insert the tube 14 to the state shown in the figure. Then, the mortar 9 is heated with high temperature water 15 through the tube 14 in that state.
そして、モルタルSの硬化を確認した後、チューブ14
内の温水15を、先端のガイド管16に設けたバルブ2
0から排出する。この後、チューブ14を管1から引き
抜く。After confirming that the mortar S has hardened, the tube 14
A valve 2 installed in a guide tube 16 at the tip of the hot water 15 inside
Discharge from 0. After this, the tube 14 is pulled out from the tube 1.
この後、検査をして、管1を接続し、通水すると、モル
タルライニングの施工が完了する。After this, an inspection is performed, the pipe 1 is connected, and water is passed through, and the construction of the mortar lining is completed.
〔発明の効果〕
以上のように、この発明によれば、管路内面に塗布した
モルタルが、合成樹脂フィルムのチューブを介して高温
水によって間接的に加熱されるので、短時間で硬化する
。また、水分蒸発がなく硬化の化学反応に必要な水分が
確保され完全な養生ができるので、高品質のモルタルラ
イニング層が得られる。さらに、塗布したモルタルの粘
性が低く、流動性が高い場合には、ライニング層がチュ
−プを介して高温水によって内側から加圧されるため、
均一な厚みでち密な構造となり、表面の滑らかなライニ
ング層が得られるという効果もある。[Effects of the Invention] As described above, according to the present invention, the mortar applied to the inner surface of the pipe is indirectly heated by high-temperature water through the synthetic resin film tube, so that it hardens in a short time. In addition, since there is no water evaporation and the water necessary for the chemical reaction of hardening is secured, complete curing is possible, so a high quality mortar lining layer can be obtained. Furthermore, if the applied mortar has low viscosity and high fluidity, the lining layer will be pressurized from the inside by high-temperature water through the tube.
It also has the effect of creating a dense structure with a uniform thickness and a smooth lining layer.
第1図乃至第6図は、この発明によるモルタルライニン
グ工法の工程を示す概略図である。
1・・・・・・管、 9・・・・・・モル
タル、14・・・・・・合成樹脂フィルムのチューブ、
15・・・・・・高温水。1 to 6 are schematic diagrams showing the steps of the mortar lining method according to the present invention. 1...Tube, 9...Mortar, 14...Synthetic resin film tube,
15... High temperature water.
Claims (2)
ら管路内に合成樹脂フィルムのチューブを挿入し、この
チューブ内に高温水を充填して上記モルタルを加熱養生
し、上記モルタルの硬化後上記チューブを引き抜くこと
を特徴とする管路のモルタルライニング工法におけるモ
ルタル硬化方法。(1) After applying mortar to the inner surface of the pipe, insert a synthetic resin film tube into the pipe from one end of the pipe, fill this tube with high-temperature water to heat and cure the mortar, and then A mortar hardening method in a conduit mortar lining construction method characterized by pulling out the tube after hardening.
を特徴とする請求項(1)記載の管路のモルタルライニ
ング工法におけるモルタル硬化方法。(2) The mortar hardening method in the pipe mortar lining construction method according to claim (1), wherein a hardening accelerator is mixed into the mortar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28607989A JPH0672068B2 (en) | 1989-11-02 | 1989-11-02 | Mortar hardening method in pipe mortar lining method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28607989A JPH0672068B2 (en) | 1989-11-02 | 1989-11-02 | Mortar hardening method in pipe mortar lining method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03146481A true JPH03146481A (en) | 1991-06-21 |
JPH0672068B2 JPH0672068B2 (en) | 1994-09-14 |
Family
ID=17699673
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP28607989A Expired - Fee Related JPH0672068B2 (en) | 1989-11-02 | 1989-11-02 | Mortar hardening method in pipe mortar lining method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0672068B2 (en) |
-
1989
- 1989-11-02 JP JP28607989A patent/JPH0672068B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0672068B2 (en) | 1994-09-14 |
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