JP2001260124A - Method for manufacturing concrete tube covered with synthetic resin - Google Patents
Method for manufacturing concrete tube covered with synthetic resinInfo
- Publication number
- JP2001260124A JP2001260124A JP2000076847A JP2000076847A JP2001260124A JP 2001260124 A JP2001260124 A JP 2001260124A JP 2000076847 A JP2000076847 A JP 2000076847A JP 2000076847 A JP2000076847 A JP 2000076847A JP 2001260124 A JP2001260124 A JP 2001260124A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- synthetic resin
- pipe
- peripheral surface
- tube
- 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.)
- Withdrawn
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/70—Methods or machines specially adapted for the production of tubular articles by building-up from preformed elements
- B28B21/72—Producing multilayer tubes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
- B28B19/0038—Machines or methods for applying the material to surfaces to form a permanent layer thereon lining the outer wall of hollow objects, e.g. pipes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
- B28B19/0046—Machines or methods for applying the material to surfaces to form a permanent layer thereon to plastics
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Sewage (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、合成樹脂被覆コン
クリート管の製造方法に関するものであり、特に下水道
用コンクリート管の内周面に防蝕機能を備えた合成樹脂
管を使用する合成樹脂被覆コンクリート管の製造方法に
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a synthetic resin-coated concrete pipe, and more particularly to a synthetic resin-coated concrete pipe using a synthetic resin pipe having an anticorrosion function on the inner peripheral surface of a concrete pipe for sewerage. And a method for producing the same.
【0002】[0002]
【従来の技術】従来の下水用管渠はコンクリートで構築
されているため、酸、アルカリ等に対する化学浸蝕に弱
く、腐食劣化が生ずることになる。2. Description of the Related Art Conventional sewage pipes are made of concrete and are therefore susceptible to chemical erosion by acids, alkalis and the like, resulting in deterioration due to corrosion.
【0003】劣化防止方法として図5(a)に示すよう
に、コンクリート1の内面に合成樹脂シート2を貼着す
るが、該合成樹脂シート2を直接該コンクリート1に貼
着することができないので、該合成樹脂シート2の裏面
に嵩高繊維層4を介在させ、該コンクリート1の内面に
塗布した接着剤3の層の中に該合成樹脂シート2と一体
に積層された嵩高繊維ファブリックの起毛繊維が埋入さ
れたままで、該接着剤3が硬化することにより該コンク
リート1と該合成樹脂シート2の接着を行う。As shown in FIG. 5 (a), a synthetic resin sheet 2 is adhered to the inner surface of concrete 1 as a method for preventing deterioration. However, since synthetic resin sheet 2 cannot be directly adhered to concrete 1, Raised fibers of a bulky fiber fabric laminated integrally with the synthetic resin sheet 2 in a layer of an adhesive 3 applied to the inner surface of the concrete 1 with a bulky fiber layer 4 interposed on the back surface of the synthetic resin sheet 2 The concrete 3 is bonded to the synthetic resin sheet 2 by hardening the adhesive 3 while the concrete 1 is embedded.
【0004】一方、コンクリート1とシート2との接着
を接着材によらない方法として図5(b)に示すように
所定間隔で球状の突起部5,5…を有する高密度ポリエ
チレンシート2を該コンクリート1の内面に沿うように
配設して、該シート2の突起部5,5…を該コンクリー
ト1内に埋入させて該突起部5,5…の摩擦力で該コン
クリート1と該シートとを接着するものがある。On the other hand, as a method of bonding the concrete 1 and the sheet 2 without using an adhesive, a high-density polyethylene sheet 2 having spherical projections 5, 5 at predetermined intervals as shown in FIG. Are arranged along the inner surface of the concrete 1 so that the projections 5, 5... Of the sheet 2 are embedded in the concrete 1 and the concrete 1 and the sheet are rubbed by the frictional force of the projections 5, 5,. There is something that adheres to.
【0005】[0005]
【発明が解決しようとする課題】前記嵩高繊維層を介在
させる接着方法は、コンクリートにシートを接着する前
に、嵩高繊維を準備すると共に該シートと該嵩高繊維と
を事前に接着させておく必要があるので、余分な工程が
増えると共にコスト高になる。又、該シートと該嵩高繊
維との接着強度は接着剤の浸透が難しいので余り高くな
い。The bonding method of interposing the bulky fiber layer involves preparing a bulky fiber and bonding the sheet and the bulky fiber in advance before bonding the sheet to concrete. Therefore, the number of extra steps increases and the cost increases. Also, the adhesive strength between the sheet and the bulky fibers is not so high because the penetration of the adhesive is difficult.
【0006】一方、突起部を有するシートによる接着方
法は、シート自体に突起部を設けるのでシートの加工が
難しくなると共にその材料費が嵩む。又、コンクリート
内の突起部以外の部分では接着強度が得られないため、
該コンクリートと該シートとの均一な接着機能が保持で
きない。On the other hand, in the bonding method using a sheet having projections, since the projections are provided on the sheet itself, the processing of the sheet becomes difficult and the material cost increases. In addition, since the adhesive strength cannot be obtained in portions other than the protrusions in the concrete,
A uniform adhesive function between the concrete and the sheet cannot be maintained.
【0007】そこで、コンクリート管を製造する際に、
コンクリートの内周面に防蝕機能を備えた合成樹脂管を
用いて、該コンクリートと容易に且つ安価に接着でき、
しかも、付着強度が高い接着が図れる合成樹脂被覆コン
クリート管の製造方法を得るために解決すべき技術的課
題が生じてくるのであり、本発明はこの課題を解決する
ことを目的とする。Therefore, when manufacturing a concrete pipe,
Using a synthetic resin tube with a corrosion-resistant function on the inner peripheral surface of concrete, it can be easily and inexpensively bonded to the concrete,
In addition, there arises a technical problem to be solved in order to obtain a method of manufacturing a synthetic resin-coated concrete pipe capable of achieving high bonding strength, and an object of the present invention is to solve this problem.
【0008】[0008]
【課題を解決するための手段】本発明は上記目的を達成
するために提案されたものであり、コンクリートの内周
面を合成樹脂で被覆するコンクリート管の製造方法に於
て、合成樹脂管を該コンクリート管の内面となるように
長手方向に立設して内型枠を形成すると共に、その外周
面に接着剤を塗布し、更に、該内型枠の外側に所定間隔
で該内型枠と平行に外型枠を立設し、その後、該内型枠
と該外型枠との間にコンクリートを打設して該コンクリ
ートと該合成樹脂管とを接着させる合成樹脂被覆コンク
リート管の製造方法を提供するものである。DISCLOSURE OF THE INVENTION The present invention has been proposed to achieve the above object. In a method for manufacturing a concrete pipe in which the inner peripheral surface of concrete is covered with a synthetic resin, the method comprises the steps of: An inner mold is formed by being erected in the longitudinal direction so as to be an inner surface of the concrete pipe, an adhesive is applied to an outer peripheral surface thereof, and further, the inner mold is provided at a predetermined interval outside the inner mold. Manufacturing of a synthetic resin-coated concrete pipe in which concrete is cast between the inner mold and the outer mold to bond the concrete and the synthetic resin pipe. It provides a method.
【0009】[0009]
【発明の実施の形態】以下、本発明の一実施の形態を図
1乃至図4に従って詳述する。尚、従来例と同一構成部
分については同一符号を用いて説明するものとする。図
1は合成樹脂管2の斜視図である。該合成樹脂管2は、
予め、工場で製作された既製管であって、塩化ビニル樹
脂、ポリエチレン樹脂、ポリプロピレン樹脂等の合成樹
脂からなり、その厚さは後述するコンクリート1の打設
圧に十分耐えられるものとして、硬質のものを用いる
が、経済性等から考慮すれば硬質塩化ビニル樹脂を用い
るとよい。又、該合成樹脂管2は、例えばコンクリート
製の下水道用推進管の内周面に用いる場合、その口径が
800mm以下のパイプを使用するものとし、その長さは
後述するコンクリート管Aの長さと同一とする。従っ
て、防蝕機能を備えた既製管(合成樹脂管)2自体を後
述するコンクリート1の打設のときの内型枠として使用
するので、該コンクリート管Aの酸に対する耐久性はも
ちろん平滑性、耐薬品性、耐摩耗性及び遮水性に優れた
ものとなる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below in detail with reference to FIGS. The same components as those of the conventional example will be described using the same reference numerals. FIG. 1 is a perspective view of the synthetic resin tube 2. The synthetic resin pipe 2 is
It is a prefabricated pipe made in advance at a factory and is made of a synthetic resin such as a vinyl chloride resin, a polyethylene resin, or a polypropylene resin, and has a thickness sufficient to withstand the casting pressure of the concrete 1 described later. A hard vinyl chloride resin is preferably used from the viewpoint of economy and the like. When the synthetic resin pipe 2 is used, for example, for the inner peripheral surface of a concrete sewer propulsion pipe, a pipe having a diameter of 800 mm or less is used, and its length is equal to the length of a concrete pipe A described later. The same. Therefore, the ready-made pipe (synthetic resin pipe) 2 having a corrosion-proof function is used as an inner mold when the concrete 1 is cast, which will be described later. It has excellent chemical properties, abrasion resistance and water shielding.
【0010】次に、該合成樹脂管2からなる内型枠を該
コンクリート管Aの内面となるように長手方向に立設
し、その外周面に接着剤3を満遍無く均一に塗布する。Next, an inner mold made of the synthetic resin pipe 2 is erected in the longitudinal direction so as to be the inner surface of the concrete pipe A, and an adhesive 3 is uniformly applied to the outer peripheral surface thereof.
【0011】尚、該接着剤3は、例えばクロロプレンゴ
ム系のものを使用し、該合成樹脂管2と後述する打設コ
ンクリート1との接着強度を十分に得られるようにす
る。The adhesive 3 is, for example, a chloroprene rubber-based adhesive so that the adhesive strength between the synthetic resin pipe 2 and the concrete 1 to be described later can be sufficiently obtained.
【0012】次に図2は後述するコンクリート管Aを製
造するための芯材となる鉄筋籠6を示し、該コンクリー
ト管Aの大きさに従い、長手方向に所定間隔で所定長さ
の縦筋7a,7a…を配設し、該縦筋7a,7a…の外
周又は内周に沿って円形の横筋7b,7b…を所定間隔
で該縦筋7a,7a…に直角に配設し、該縦筋7a,7
a…と該横筋7b,7b…とを互いに結束線8等で結束
して籠状に形成する。Next, FIG. 2 shows a rebar basket 6 as a core material for manufacturing a concrete pipe A described later, and vertical bars 7a having a predetermined length at predetermined intervals in the longitudinal direction according to the size of the concrete pipe A. Are arranged at predetermined intervals along the outer periphery or inner periphery of the vertical bars 7a, 7a at right angles to the vertical bars 7a, 7a. Streaks 7a, 7
.. and the horizontal streaks 7b, 7b... are bound together by a binding wire 8 or the like to form a basket.
【0013】尚、該横筋7b,7b…を該縦筋7a,7
a…の外周に螺旋状に巻回して、鉄筋籠6を形成しても
よい。更に、該縦筋7a,7a…の両端部は該横筋7
b,7b…よりやや突出させ、且つ、その長さを同一に
して該鉄筋籠6を長手方向に垂直に立設できるようにす
る。又、該縦筋7a,7a…及び該横筋7b,7b…の
鉄筋径は該コンクリート管Aの設計により適宜設定され
る。The horizontal stripes 7b, 7b...
a may be spirally wound around the outer periphery of a. Further, both ends of the vertical streaks 7a, 7a.
b, 7b... are made slightly protruding, and their lengths are the same so that the rebar cage 6 can be erected vertically in the longitudinal direction. The diameter of the reinforcing bars of the vertical bars 7a, 7a,... And the horizontal bars 7b, 7b,.
【0014】次に図3及び図4によりコンクリート管A
の製造方法を説明する。該コンクリート管Aの製造は、
例えば下水道施工現場近傍で行うものとし、先ず、図3
に示すように、前述の既製の該合成樹脂管2からなる内
型枠を該コンクリート管Aの長手方向になるよう垂直に
下部に設けた型枠(図示せず)上に立設する。該内型枠
2の長手方向の長さは該コンクリート管Aの長さと同一
とする。次に、該内型枠2の外周面に該接着剤3を満遍
無く均一に塗布する。その後、該内型枠2の外側に該内
型枠2と平行に所定間隔で前述の鉄筋籠6を組み立て
る。尚、該鉄筋籠6は予め組み立てて置き、該内型枠2
の上部から挿入するようにしてもよい。Next, concrete pipe A will be described with reference to FIGS.
Will be described. The production of the concrete pipe A
For example, it is assumed to be performed near the sewer construction site, and first, FIG.
As shown in (1), the above-described inner mold made of the synthetic resin pipe 2 is erected on a mold (not shown) provided vertically below the concrete pipe A so as to be in the longitudinal direction of the concrete pipe A. The length of the inner form 2 in the longitudinal direction is the same as the length of the concrete pipe A. Next, the adhesive 3 is evenly and uniformly applied to the outer peripheral surface of the inner mold frame 2. Thereafter, the above-described reinforcing cage 6 is assembled outside the inner mold frame 2 at predetermined intervals in parallel with the inner mold frame 2. The rebar basket 6 is assembled and placed in advance, and the inner form 2
May be inserted from above.
【0015】次に図4に示すように、該鉄筋籠6の外側
であって、該コンクリート管Aの外周となる箇所に該コ
ンクリート管Aと同一長さの鋼板からなる円筒状の外型
枠9を該鉄筋籠6と平行に立設する。その後、該合成樹
脂管2からなる内型枠と該外型枠9との間に上部からコ
ンクリート打設管10でコンクリート1を打設して該コ
ンクリート管Aを製造する。その際、該合成樹脂管2か
らなる内型枠は硬質材料を用いるので、内側に補強材を
入れることなく、該内型枠自体で打設コンクリート圧に
十分耐えることができる。又、該コンクリート1の打設
により該合成樹脂管2の外周面に塗布されている該接着
剤3と該コンクリート1とが該コンクリート1の硬化に
よって確実に接着でき、一体化を図ることができる。Next, as shown in FIG. 4, a cylindrical outer frame made of a steel plate having the same length as the concrete pipe A is provided on the outer side of the reinforcing rod cage 6 and on the outer periphery of the concrete pipe A. 9 is erected in parallel with the reinforcing bar cage 6. Thereafter, the concrete 1 is cast from the upper portion between the inner mold 9 made of the synthetic resin pipe 2 and the outer mold 9 by the concrete casting pipe 10 to manufacture the concrete pipe A. At this time, since the inner mold made of the synthetic resin pipe 2 is made of a hard material, the inner mold itself can sufficiently withstand the cast concrete pressure without putting a reinforcing material inside. In addition, the adhesive 3 applied to the outer peripheral surface of the synthetic resin pipe 2 and the concrete 1 can be reliably bonded to each other by the hardening of the concrete 1 by casting the concrete 1, and integration can be achieved. .
【0016】尚、コンクリート1の打設の際、該外型枠
9の外側にバイブレータ(図示せず)を設置し、打設コ
ンクリートの型枠内での流動性を良くすると共に、該コ
ンクリート内の気泡を上部に発散させることもできる。
又、コンクリート打設後、上面は鏝仕上げを行い養生し
た後、該外型枠9を外して該コンクリート管Aを完成さ
せる。該外型枠9の離型後は内面をけれんして次のコン
クリート管の製造に転用する。When the concrete 1 is cast, a vibrator (not shown) is provided outside the outer formwork 9 to improve the fluidity of the cast concrete inside the formwork and to improve the flowability of the concrete inside the concrete form. Can be diverged to the upper part.
After the concrete is cast, the upper surface is iron-finished and cured, and then the outer mold 9 is removed to complete the concrete pipe A. After the release of the outer mold frame 9, the inner surface is cramped, and the resultant is diverted to the production of the next concrete pipe.
【0017】尚、本発明は、本発明の精神を逸脱しない
限り種々の改変を為すことができ、そして、本発明が該
改変されたものに及ぶことは当然である。The present invention can be variously modified without departing from the spirit of the present invention, and it goes without saying that the present invention extends to the modified ones.
【0018】[0018]
【発明の効果】以上、説明したように、本発明は合成樹
脂管自体を内型枠とし、外周面に接着剤を塗布してコン
クリートと接着させるので合成樹脂管に特別な加工をす
ることもなく、既製管をそのまま用いることができ、容
易に且つ、安価に接着できると共に該合成樹脂管と該コ
ンクリートとは均一で高い付着強度が得られる。又、コ
ンクリート打設後の内型枠はそのままコンクリート管の
内面になるのでけれんをする必要がないと共に、該コン
クリート管の使用に於て酸に対する抵抗力も大きくな
り、且つ腐食性環境下でも十分に耐え得るものとなる。As described above, according to the present invention, the synthetic resin pipe itself is used as an inner mold, and an adhesive is applied to the outer peripheral surface and bonded to concrete, so that special processing can be performed on the synthetic resin pipe. In addition, a ready-made tube can be used as it is, and it can be easily and inexpensively bonded, and a uniform and high adhesion strength between the synthetic resin tube and the concrete is obtained. Also, since the inner formwork after casting the concrete becomes the inner surface of the concrete pipe as it is, there is no need for convulsions, and the use of the concrete pipe increases the resistance to acids, and is sufficiently sufficient even in a corrosive environment. It will be endurable.
【0019】更に、内型枠とその外側に所定間隔で外型
枠を立設した後、コンクリートを打設するので、コンク
リート管の製造は設備費の掛からない縦打ちで行うこと
ができ、且つ、オンサイトで容易に製造することができ
る。斯くして、コンクリート管の製造工程が短縮されて
製造費のコストダウンに寄与する等、正に諸種の著大な
る効果を奏する発明である。Further, concrete is cast after the outer formwork is erected at predetermined intervals on the inner formwork and the outside thereof, so that concrete pipe can be manufactured by vertical beating without equipment cost. , Can be easily manufactured on-site. In this way, the present invention has various effects that are extremely significant, such as shortening the manufacturing process of the concrete pipe and contributing to a reduction in manufacturing cost.
【図1】本発明の一実施の形態を示し、合成樹脂管の外
周面に接着剤を塗布した状態を示す斜視図。FIG. 1 is a perspective view showing one embodiment of the present invention and showing a state in which an adhesive is applied to an outer peripheral surface of a synthetic resin pipe.
【図2】鉄筋籠の組立状態を示す斜視図。FIG. 2 is a perspective view showing an assembled state of a reinforcing rod cage.
【図3】内型枠及び鉄筋籠を立設した状態を示す斜視
図。FIG. 3 is a perspective view showing a state where an inner formwork and a reinforcing bar cage are erected.
【図4】コンクリート管の製造状態を示す斜視図。FIG. 4 is a perspective view showing a production state of a concrete pipe.
【図5】(a)従来例のコンクリート内面にシートを貼
着した状態を示す縦断面図。(b)従来例のコンクリー
ト内面に突起部を有するシートを貼着した状態を示す縦
断面図。FIG. 5 (a) is a longitudinal sectional view showing a state where a sheet is adhered to the inner surface of concrete of a conventional example. (B) A longitudinal cross-sectional view showing a state in which a sheet having a protrusion is adhered to the inner surface of concrete of a conventional example.
1 コンクリート 2 合成樹脂管(内型枠) 3 接着剤 9 外型枠 A コンクリート管 DESCRIPTION OF SYMBOLS 1 Concrete 2 Synthetic resin pipe (inner form) 3 Adhesive 9 Outer form A Concrete pipe
フロントページの続き (72)発明者 岸谷 真 東京都新宿区津久戸町2番1号 株式会社 熊谷組東京本社内 (72)発明者 田中 浩和 東京都新宿区津久戸町2番1号 株式会社 熊谷組東京本社内 (72)発明者 松田 敏 東京都新宿区津久戸町2番1号 株式会社 熊谷組東京本社内 Fターム(参考) 2D063 BA19 BA31 BA34 3H111 AA01 BA07 CB03 CB08 CB14 DA08 DB05 EA03 4G058 AA01 AB04 AD01 AE11 AE17 EA00 Continued on front page (72) Inventor Makoto Kishitani 2-1 Tsukudo-cho, Shinjuku-ku, Tokyo Tokyo Main Office (72) Inventor Hirokazu Tanaka 2-1 Tsukudo-cho, Shinjuku-ku, Tokyo Tokyo, Kumagaya Gumi In-house (72) Inventor Satoshi Matsuda 2-1 Tsukudo-cho, Shinjuku-ku, Tokyo F-term (reference) 2D063 BA19 BA31 BA34 3H111 AA01 BA07 CB03 CB08 CB14 DA08 DB05 EA03 4G058 AA01 AB04 AD01 AE11 AE17 EA00
Claims (1)
するコンクリート管の製造方法に於て、合成樹脂管を該
コンクリート管の内面となるように長手方向に立設して
内型枠を形成すると共に、その外周面に接着剤を塗布
し、更に、該内型枠の外側に所定間隔で該内型枠と平行
に外型枠を立設し、その後、該内型枠と該外型枠との間
にコンクリートを打設して該コンクリートと該合成樹脂
管とを接着させることを特徴とする合成樹脂被覆コンク
リート管の製造方法。1. A method of manufacturing a concrete pipe in which an inner peripheral surface of concrete is covered with a synthetic resin, wherein a synthetic resin pipe is erected in a longitudinal direction so as to be an inner surface of the concrete pipe to form an inner mold. At the same time, an adhesive is applied to the outer peripheral surface, and an outer mold is erected at predetermined intervals outside the inner mold in parallel with the inner mold. Thereafter, the inner mold and the outer mold are erected. A method for producing a synthetic resin-coated concrete pipe, wherein concrete is cast between the frame and the concrete and the synthetic resin pipe are adhered to each other.
Priority Applications (1)
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JP2000076847A JP2001260124A (en) | 2000-03-17 | 2000-03-17 | Method for manufacturing concrete tube covered with synthetic resin |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000076847A JP2001260124A (en) | 2000-03-17 | 2000-03-17 | Method for manufacturing concrete tube covered with synthetic resin |
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Publication Number | Publication Date |
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JP2001260124A true JP2001260124A (en) | 2001-09-25 |
Family
ID=18594519
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000076847A Withdrawn JP2001260124A (en) | 2000-03-17 | 2000-03-17 | Method for manufacturing concrete tube covered with synthetic resin |
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JP (1) | JP2001260124A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100465921B1 (en) * | 2002-03-19 | 2005-01-13 | (주)유원건축사사무소 | Reinforcement device for sewage pipe safety in civil engineering and road construction |
JP2008194883A (en) * | 2007-02-09 | 2008-08-28 | Sumitomo Osaka Cement Co Ltd | Concrete product and its manufacturing method |
CN113461385A (en) * | 2021-07-21 | 2021-10-01 | 广东联博新型建材有限公司 | Resin composite concrete pipe and preparation method thereof |
CN116872349A (en) * | 2023-08-16 | 2023-10-13 | 江汉大学 | Mould with totally cut-off flexible joint tunnel model |
-
2000
- 2000-03-17 JP JP2000076847A patent/JP2001260124A/en not_active Withdrawn
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100465921B1 (en) * | 2002-03-19 | 2005-01-13 | (주)유원건축사사무소 | Reinforcement device for sewage pipe safety in civil engineering and road construction |
JP2008194883A (en) * | 2007-02-09 | 2008-08-28 | Sumitomo Osaka Cement Co Ltd | Concrete product and its manufacturing method |
CN113461385A (en) * | 2021-07-21 | 2021-10-01 | 广东联博新型建材有限公司 | Resin composite concrete pipe and preparation method thereof |
CN113461385B (en) * | 2021-07-21 | 2022-08-26 | 广东联博新型建材有限公司 | Resin composite concrete pipe and preparation method thereof |
CN116872349A (en) * | 2023-08-16 | 2023-10-13 | 江汉大学 | Mould with totally cut-off flexible joint tunnel model |
CN116872349B (en) * | 2023-08-16 | 2024-01-23 | 江汉大学 | Mould with totally cut-off flexible joint tunnel model |
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