JPH0464845B2 - - Google Patents

Info

Publication number
JPH0464845B2
JPH0464845B2 JP60029115A JP2911585A JPH0464845B2 JP H0464845 B2 JPH0464845 B2 JP H0464845B2 JP 60029115 A JP60029115 A JP 60029115A JP 2911585 A JP2911585 A JP 2911585A JP H0464845 B2 JPH0464845 B2 JP H0464845B2
Authority
JP
Japan
Prior art keywords
aggregate
layer
liquid
corrosion
resistant
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 - Lifetime
Application number
JP60029115A
Other languages
Japanese (ja)
Other versions
JPS61188110A (en
Inventor
Gosuke Ichihara
Shoji Kanzaki
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.)
ASO CEMENT KK
Original Assignee
ASO CEMENT KK
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 ASO CEMENT KK filed Critical ASO CEMENT KK
Priority to JP2911585A priority Critical patent/JPS61188110A/en
Publication of JPS61188110A publication Critical patent/JPS61188110A/en
Publication of JPH0464845B2 publication Critical patent/JPH0464845B2/ja
Granted legal-status Critical Current

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  • Rigid Pipes And Flexible Pipes (AREA)
  • Moulding By Coating Moulds (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明はセメントコンクリート管や鋼管に代る
耐食性コンクリート管製造法に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION "Field of Industrial Application" The present invention relates to a method for manufacturing a corrosion-resistant concrete pipe as an alternative to cement concrete pipes and steel pipes.

「従来の技術」 従来、コンクリート管や鋼管は構造材とて優れ
ているが、化学作用を伴う侵食に弱いことは周知
の事実である。また化学作用に安定な陶管は高温
焼成過程を経るため鉄筋の配置が不可能であるた
め破壊強度に不安がある。鋼管は化学作用に極め
て弱く、寿命が短かいばかりでなく、錆の発生で
管路が閉鎖され、管路としての機能を失う。塩ビ
管は化学作用には強いが原料が高価な上鉄筋の配
筋もなく土圧に対し容易に変形したり、日光によ
る劣化がはげしいなどそれぞれ欠点を持つてい
る。
``Prior Art'' Conventionally, concrete pipes and steel pipes have been excellent as structural materials, but it is a well-known fact that they are vulnerable to corrosion caused by chemical action. Furthermore, since ceramic pipes, which are stable against chemical effects, undergo a high-temperature firing process, it is impossible to place reinforcing bars, so there are concerns about their breaking strength. Steel pipes are extremely susceptible to chemical attack, and not only do they have a short lifespan, but they also become clogged due to rust and lose their functionality as pipes. Although PVC pipes are resistant to chemical effects, they each have their own drawbacks, such as the lack of expensive top reinforcing bars, which make them easily deformed by earth pressure, and the fact that they are subject to severe deterioration from sunlight.

例えば下水道では流入する酸や塩などの化学薬
品や汚水から発生する硫化水素など雑多な腐食性
ガスによつてセメント中のカルシユウム分が分解
され、コンクリートが破壊するため社会問題とな
つている。鋼管も同様である。又、コンクリート
用骨材と樹脂を混合した例えばレジンコンクリー
トなどは既に存在しているが、これらはいずれも
樹脂と骨材を混合したのち目的の形に成形するた
め樹脂の早期固化性、粘着性が大きすぎるなど、
極めて作業性が悪く、高級な製品を製造出来ない
のが現状である。
For example, in sewage systems, chemicals such as acids and salts flow in, as well as miscellaneous corrosive gases such as hydrogen sulfide generated from sewage, which decomposes calcium in cement and destroys concrete, which has become a social problem. The same applies to steel pipes. In addition, resin concrete, which is a mixture of concrete aggregate and resin, already exists, but in both cases, the resin and aggregate are mixed and then molded into the desired shape, so the early solidification and adhesiveness of the resin are important. is too large, etc.
Currently, it is extremely difficult to work with, making it impossible to manufacture high-quality products.

「発明が解決しようとする課題」 本発明は強度大で化学的に安定で耐食性に富み
内面平滑なコンクリート管を容易に得ようとする
ものである。
``Problems to be Solved by the Invention'' The present invention aims to easily obtain a concrete pipe that is strong, chemically stable, highly corrosion resistant, and has a smooth inner surface.

「課題を解決するための手段」 上記の目的を達成するため本発明は 筒状型枠の内周面に沿つて鉄筋を配筋し、同型
枠を中心線の周りに回転してその内周面に耐食性
自硬液層を遠心力によつて保持し、その後粗骨材
及び細骨材よりなる混合骨材を同型枠内に投入し
上記遠心力によつて粗骨材相互を密に接触させか
つ上記自硬液により同粗骨材及び細骨材の表面を
濡らして混合骨材層を形成し、その内周に現われ
た上記自硬液に細骨材を投入して同自硬液により
モルタル層を形成し固結させることを特徴とする
耐食性管製造法 によつて構成される。
"Means for Solving the Problems" In order to achieve the above object, the present invention arranges reinforcing bars along the inner peripheral surface of a cylindrical form, rotates the form around its center line, and rotates the form around its inner circumference. A corrosion-resistant self-hardening liquid layer is maintained on the surface by centrifugal force, and then a mixed aggregate consisting of coarse aggregate and fine aggregate is poured into the same mold, and the coarse aggregate is brought into close contact with each other by the centrifugal force. Then, the surfaces of the coarse aggregate and fine aggregate are wetted with the autogenous hard liquid to form a mixed aggregate layer, and the fine aggregate is poured into the autogenous hard liquid that appears on the inner periphery of the mixed aggregate layer to form a mixed aggregate layer. It is constructed using a corrosion-resistant pipe manufacturing method characterized by forming and solidifying a mortar layer.

「作用」 従つて回転筒状型枠6の内周面に沿つて保持さ
れる耐食性自硬液層7の内部に遠心力によつて細
骨材3及び粗骨材2との混合骨材が進入して混合
骨材層12を形成する。そして上記自硬液1は骨
材2,3の表面を濡し、かつ骨材2,3の占める
容積によつて同液1は型枠6の中心線側に骨材間
に進出し、同骨材層12は上記液層7内に没し同
骨材層12の内周に上記自硬液1の薄層13が形
成される。この状態において型枠6内にさらに細
骨材3を投入すると同細骨材はその遠心力によつ
て上記薄層13内に進入し細骨材によるモルタル
層5を形成しその状態で同液1は硬化し上記骨材
層12及び細骨材モルタル層5を固結形成する。
細骨材モルタル層5と上記骨材層12内の細骨材
3とは一体的に連続し両層は一体に形成され、上
記自硬液1の硬化後脱型され、下水管路など腐食
性雰囲気内で使用されるものである。
"Function" Therefore, mixed aggregate with fine aggregate 3 and coarse aggregate 2 is formed by centrifugal force inside the corrosion-resistant self-hardening liquid layer 7 held along the inner circumferential surface of the rotating cylindrical form 6. to form a mixed aggregate layer 12. The self-hardening liquid 1 wets the surfaces of the aggregates 2 and 3, and due to the volume occupied by the aggregates 2 and 3, the liquid 1 advances toward the center line of the formwork 6 between the aggregates. The aggregate layer 12 is submerged in the liquid layer 7, and a thin layer 13 of the autogenous hard liquid 1 is formed on the inner periphery of the aggregate layer 12. In this state, when fine aggregate 3 is further introduced into the formwork 6, the fine aggregate enters into the thin layer 13 due to its centrifugal force and forms a mortar layer 5 of fine aggregate. 1 hardens to form the aggregate layer 12 and the fine aggregate mortar layer 5.
The fine aggregate mortar layer 5 and the fine aggregate 3 in the aggregate layer 12 are integrally continuous, and both layers are formed integrally, and are removed from the mold after the hardening liquid 1 hardens, and are used to prevent corrosion of sewer pipes, etc. It is used in a sexual atmosphere.

「実施例」 機台8に転輪9,9を軸支し、同転輪9,9上
に鋼製円筒型枠6を支持し、一方の転輪9を無段
変速モーター10によつて回動させることにより
同型枠6を円筒の中心線aの回りに回転させるこ
とができる。この型枠6の内周面には離型剤を塗
布し又は紙等による離型材11を張設する。そし
て同離型材又は材11の内側に内周面に沿つてか
ご状鉄筋4を配筋する。その後上記モーター10
を始動して同型枠6を中心線aの回りに回転さ
せ、その状態で耐食性樹脂液(不飽和ポリエステ
ル樹脂)、加熱コールタール液、加熱アスフアル
ト液、溶剤(シンナー等)による稀釈コールター
ル液、稀釈アスフアルト液等の歴青剤のような耐
食性自硬液1を上記回転型枠6内に注入すると同
液1はその粘性によつて内周面に沿つて回動し遠
心力によつて一定厚さの耐食性自硬液層7が形成
されその状態が保持される(第2図ハ図にその状
態を示す)。その状態において細骨材3及び粗骨
材不の混合骨材を同型枠6内に投入すると第2図
ニ図に示すように混合骨材層1不が遠心力によつ
て均等厚さに形成され、これらの骨材2,3はそ
の遠心力によつて上記自硬液層7内に進入し上記
内周面に到達し骨材2,2,3,3相互に密に接
触し、かつ自硬液1は骨材2,3及び鉄筋4を濡
らしかつ骨材2,3相互間及び骨材2,3と鉄筋
4との間〓に進出する。そしてこの進出自硬液1
は混合骨材層12の内周に現われ同層12は同液
1内に没し自硬液薄層13を内周に形成する(第
2図ニ図)。この状態において細骨材3のみ型枠
6内に投入すると同細骨材3は上記薄層13内に
遠心力によつて進入し上記混合層12内の細骨材
部分と一体化して細骨材モルタル層5を形成する
(第2図ホ図)。実験によるとこの時点で型枠6の
回転を停止しても両層5,12が崩れることなく
保持された。その後比較的迅速に自硬液1は硬化
して骨材2,3相互並びに骨材2,3と鉄筋4と
を接着して結合させかつ凝結するから、上記型枠
6を脱型し耐食性コンクリート管14を取卸すこ
とができる。上記自硬液1はその硬化後の接着性
を保持する範囲でなるべく粘性が低い方が良い。
これは骨材2,3が液中に進入し易いためであ
る。又同骨材2,3の表面は乾燥状態に保たれ、
かつ表面にシルト性微粉が附着しないものが良
い。骨材2,3の投入に際しては空〓ができるだ
け少いように粗骨材2と細骨材3とを調合したも
のを上記管14の厚さの8/10〜9/10まで添加し、
これが均一な混合骨材層12となつて自硬液1中
に没した後、残りの1/10〜2/10の上記薄層13に
細骨材3を遠心力で上述のように進入させる。こ
れは上記混合骨材層12の粗骨材2を内面に突出
させずに平滑内面を形成するためである。上記自
硬液1と骨材2,3の容積比は管14の用途によ
り適度に調整する。又自硬液1が骨材2,3を包
含する割合は同液1の濃度に左右されるから濃度
は製品が要求する外圧強度、水密性に応じて上記
溶剤や加熱温度等で調整することができる。尚図
中15で示すものは型枠6の両端フランジ、16
は型枠6の外周に設けた転輪受タイヤ、17は一
方の転輪9の回動軸に設けた調車、18は上記モ
ーター10の出力軸に設けた調車、19は両調車
17,18に掛渡した調紐である。
``Example'' Rolling wheels 9, 9 are pivotally supported on a machine base 8, a steel cylindrical form 6 is supported on the same rolling wheels 9, 9, and one rolling wheel 9 is driven by a continuously variable speed motor 10. By rotating, the same mold frame 6 can be rotated around the center line a of the cylinder. A mold release agent is applied to the inner peripheral surface of the mold 6, or a mold release material 11 made of paper or the like is stretched. Then, cage-shaped reinforcing bars 4 are arranged inside the molded material or material 11 along the inner peripheral surface. Then the motor 10
is started to rotate the same mold frame 6 around the center line a, and in this state, a corrosion-resistant resin liquid (unsaturated polyester resin), a heated coal tar liquid, a heated asphalt liquid, a coal tar liquid diluted with a solvent (thinner, etc.), When a corrosion-resistant self-hardening liquid 1 such as a bituminous agent such as a diluted asphalt liquid is injected into the rotating form 6, the liquid 1 rotates along the inner peripheral surface due to its viscosity and is kept constant due to centrifugal force. A thick corrosion-resistant self-hardening liquid layer 7 is formed and maintained in that state (the state is shown in FIG. 2C). In this state, when a mixed aggregate consisting of fine aggregate 3 and coarse aggregate is poured into the same mold 6, a mixed aggregate layer 1 is formed to a uniform thickness by centrifugal force as shown in Fig. 2D. These aggregates 2, 3 enter the self-hardening liquid layer 7 due to the centrifugal force, reach the inner circumferential surface, come into close contact with each other, and The self-hardening liquid 1 wets the aggregates 2 and 3 and the reinforcing bars 4 and advances between the aggregates 2 and 3 and between the aggregates 2 and 3 and the reinforcing bars 4. And this advance self-hardening liquid 1
appears on the inner periphery of the mixed aggregate layer 12, and the layer 12 is submerged in the liquid 1 to form a thin self-hardening liquid layer 13 on the inner periphery (FIG. 2D). In this state, when only the fine aggregate 3 is introduced into the formwork 6, the fine aggregate 3 enters the thin layer 13 due to centrifugal force and is integrated with the fine aggregate portion in the mixed layer 12, forming fine aggregates. A mortar layer 5 is formed (FIG. 2). According to experiments, both layers 5 and 12 were maintained without collapsing even if the rotation of the formwork 6 was stopped at this point. Thereafter, the self-hardening liquid 1 hardens relatively quickly, and the aggregates 2 and 3 as well as the aggregates 2 and 3 and the reinforcing bars 4 are bonded and solidified, so that the formwork 6 is demolded and the corrosion-resistant concrete is made. Tube 14 can be removed. It is preferable that the self-hardening liquid 1 has as low a viscosity as possible within a range that maintains its adhesive properties after curing.
This is because the aggregates 2 and 3 easily enter the liquid. In addition, the surfaces of the aggregates 2 and 3 are kept dry,
Also, it is preferable that no silty fine powder adheres to the surface. When adding aggregates 2 and 3, add a mixture of coarse aggregate 2 and fine aggregate 3 to 8/10 to 9/10 of the thickness of the tube 14 so that the voids are as small as possible.
After this becomes a uniform mixed aggregate layer 12 and is submerged in the own hard liquid 1, the fine aggregate 3 is introduced into the remaining 1/10 to 2/10 thin layer 13 using centrifugal force as described above. . This is to form a smooth inner surface without causing the coarse aggregate 2 of the mixed aggregate layer 12 to protrude to the inner surface. The volume ratio of the above-mentioned hard liquid 1 and aggregates 2 and 3 is appropriately adjusted depending on the use of the pipe 14. In addition, the proportion of aggregates 2 and 3 contained in the self-hardening liquid 1 depends on the concentration of the same liquid 1, so the concentration should be adjusted using the above-mentioned solvent, heating temperature, etc. according to the external pressure strength and water tightness required by the product. I can do it. In addition, what is shown by 15 in the figure is both end flanges of the formwork 6, and 16
17 is a wheel bearing tire provided on the outer periphery of the formwork 6, 17 is a pulley provided on the rotating shaft of one of the wheels 9, 18 is a pulley provided on the output shaft of the motor 10, and 19 is both pulleys. This is the adjustment string that is tied to 17 and 18.

「発明の効果」 本発明は上述の方法によつたので、互に密に接
触した粗骨材2によつて外力を分散し、かつ上記
自硬液が少くて済むためきわめて経済的であり、
両骨材2,3の表面が腐食質によつて濡れるおそ
れのない強度大で耐候性、耐酸性等耐食性に富み
下水管路など耐食性雰囲気内で安全に使用し得る
耐食性管が得られ、かつ型枠外で素材を混合する
必要がなく、迅速簡便に耐食性管14を製造し得
て量産に適するものである。
"Effects of the Invention" Since the present invention is based on the above-mentioned method, the external force is dispersed by the coarse aggregates 2 that are in close contact with each other, and the amount of self-hardening liquid required is small, so it is extremely economical.
It is possible to obtain a corrosion-resistant pipe that is strong enough to prevent the surfaces of both aggregates 2 and 3 from being wetted by corrosive substances, has high corrosion resistance such as weather resistance and acid resistance, and can be safely used in a corrosion-resistant atmosphere such as a sewage pipe. There is no need to mix materials outside the mold, and the corrosion-resistant tube 14 can be manufactured quickly and easily, making it suitable for mass production.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の耐食性管を示す縦断正面図、
第2図イ,ロ,ハ,ニ,ホ図は製造工程図、第3
図は筒状型枠及び鉄筋の縦断正面図、第4図は第
3図の縦断側面図、第5図は脱型直前の縦断面図
である。 1……耐食性自硬液、2…粗骨材、3……細骨
材、4……鉄筋、5……モルタル層、6……筒状
型枠、7……耐食性自硬液層、12……混合骨材
層。
FIG. 1 is a longitudinal sectional front view showing the corrosion-resistant pipe of the present invention;
Figure 2 A, B, C, D, and E are manufacturing process diagrams, and Figure 3
The figure is a longitudinal sectional front view of the cylindrical formwork and reinforcing bars, FIG. 4 is a longitudinal sectional side view of FIG. 3, and FIG. 5 is a longitudinal sectional view immediately before demolding. DESCRIPTION OF SYMBOLS 1... Corrosion-resistant self-hardening liquid, 2... Coarse aggregate, 3... Fine aggregate, 4... Rebar, 5... Mortar layer, 6... Cylindrical formwork, 7... Corrosion-resistant self-hardening liquid layer, 12 ...Mixed aggregate layer.

Claims (1)

【特許請求の範囲】[Claims] 1 筒状型枠の内周面に沿つて鉄筋を配筋し、同
型枠を中心線の回りに回転してその内周面に耐食
性自硬液層を遠心力によつて保持し、その後粗骨
材及び細骨材よりなる混合骨材を同型枠内に投入
し上記遠心力によつて粗骨材相互を密に接触させ
かつ上記自硬液により同粗骨材及び細骨材の表面
を濡らして混合骨材層を形成し、その内周に現わ
れた上記自硬液に細骨材を投入して同自硬液によ
りモルタル層を形成し固結させることを特徴とす
る耐食性管製造法。
1 Reinforcing bars are arranged along the inner circumferential surface of a cylindrical formwork, the formwork is rotated around the center line to maintain a corrosion-resistant self-hardening liquid layer on the inner circumferential surface by centrifugal force, and then rough A mixed aggregate consisting of aggregate and fine aggregate is put into the same mold, the coarse aggregate is brought into close contact with each other by the centrifugal force, and the surface of the coarse aggregate and fine aggregate is brought into close contact with each other by the above-mentioned self-hardening liquid. A corrosion-resistant pipe manufacturing method characterized in that a mixed aggregate layer is formed by wetting, fine aggregate is added to the autogenous hard liquid that appears on the inner periphery, and a mortar layer is formed and solidified by the autogenous hard liquid. .
JP2911585A 1985-02-14 1985-02-14 Corrosion-resistant pipe and manufacture thereof Granted JPS61188110A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2911585A JPS61188110A (en) 1985-02-14 1985-02-14 Corrosion-resistant pipe and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2911585A JPS61188110A (en) 1985-02-14 1985-02-14 Corrosion-resistant pipe and manufacture thereof

Related Child Applications (2)

Application Number Title Priority Date Filing Date
JP3005834A Division JPH072328B2 (en) 1991-01-22 1991-01-22 Corrosion resistant tube
JP3021567A Division JPH03264306A (en) 1991-01-22 1991-01-22 Corrosion-resistant pipe

Publications (2)

Publication Number Publication Date
JPS61188110A JPS61188110A (en) 1986-08-21
JPH0464845B2 true JPH0464845B2 (en) 1992-10-16

Family

ID=12267314

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2911585A Granted JPS61188110A (en) 1985-02-14 1985-02-14 Corrosion-resistant pipe and manufacture thereof

Country Status (1)

Country Link
JP (1) JPS61188110A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0799228B2 (en) * 1987-09-21 1995-10-25 株式会社青木建設 Fume tube and its manufacturing method
JPH0224102A (en) * 1988-07-13 1990-01-26 Asou Koatsu Concrete Kk Manufacture of corrosion-resistant pipe and its device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5950505B2 (en) * 1976-07-27 1984-12-08 第一化成株式会社 Plastic molded products and their molding methods

Also Published As

Publication number Publication date
JPS61188110A (en) 1986-08-21

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