JPH0533830Y2 - - Google Patents

Info

Publication number
JPH0533830Y2
JPH0533830Y2 JP1986162249U JP16224986U JPH0533830Y2 JP H0533830 Y2 JPH0533830 Y2 JP H0533830Y2 JP 1986162249 U JP1986162249 U JP 1986162249U JP 16224986 U JP16224986 U JP 16224986U JP H0533830 Y2 JPH0533830 Y2 JP H0533830Y2
Authority
JP
Japan
Prior art keywords
concrete
acid
resistant
pipe
synthetic resin
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
JP1986162249U
Other languages
Japanese (ja)
Other versions
JPS6368588U (en
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 filed Critical
Priority to JP1986162249U priority Critical patent/JPH0533830Y2/ja
Publication of JPS6368588U publication Critical patent/JPS6368588U/ja
Application granted granted Critical
Publication of JPH0533830Y2 publication Critical patent/JPH0533830Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Rigid Pipes And Flexible Pipes (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)

Description

【考案の詳細な説明】 本考案は、コンクリート管内面に合成樹脂シー
トを貼合せた耐酸コンクリート管に関する。
[Detailed Description of the Invention] The present invention relates to an acid-resistant concrete pipe in which a synthetic resin sheet is bonded to the inner surface of the concrete pipe.

一般にコンクリートが酸性の環境の中で腐食す
ることは古くから知られている。このため主に下
水道用の管渠として使用されるコンクリート管の
内面には合成樹脂をライニングしたり合成樹脂シ
ートを貼合せることが行われているが、コンクリ
ートと合成樹脂シートはきわめて接着性が悪く、
硬化後のコンクリート管内面に接着材を用いた
り、あるいは加熱して融着する方法が考えられて
いるが完全な接着が望めず、短期間のうちに剥離
が生じて耐酸コンクリート管としての用を足さな
くなり管路に破損を生じる原因となる。また合成
樹脂をライニングしたコンクリート管では、ライ
ニング材の微細な孔(ピンホール)が避けられ
ず、このピンホールより酸性液体又はガスがコン
クリートとライニング材との間に入り込み、この
場合にも短期間のうちに耐酸コンクリート管とし
ての用を足さなくなり管路の破損の原因となつて
いる。
It has been known for a long time that concrete generally corrodes in an acidic environment. For this reason, the inner surface of concrete pipes, which are mainly used as sewer pipes, are lined with synthetic resin or bonded with synthetic resin sheets, but the adhesion between concrete and synthetic resin sheets is extremely poor. ,
Methods have been considered to use adhesives on the inner surface of concrete pipes after hardening, or to fuse them by heating, but complete adhesion cannot be expected and peeling occurs within a short period of time, making the pipes useless as acid-resistant concrete pipes. This can cause damage to the pipeline. In addition, in concrete pipes lined with synthetic resin, minute holes (pinholes) in the lining material are unavoidable, and acidic liquid or gas can enter between the concrete and the lining material through these pinholes, and in this case also for a short period of time. Over time, it became no longer useful as an acid-resistant concrete pipe, causing pipe damage.

この合成樹脂シートの接着性を良くするために
シート裏面にアンカー用の突起を多数設けたシー
トを用いてコンクリート管成形の際コンクリート
が未硬化のうちにアンカー用の突起をコンクリー
ト中に埋込む方法も考えられるが、前述の如くコ
ンクリートとの接着性が悪いため剥離が起り易
く、しかも突入しているアンカー部分からコンク
リート層に亀裂が生じるおそれがある。そして近
時食生活の変化および下水道管渠の構造等により
泥水からの沈殿物が下水管内で腐敗して亜硫酸ガ
スを発生することが多く、このガスは水と反応す
ることによつて酸性液となりコンクリートを腐食
させるため耐酸コンクリート管の需要が増してお
りこの耐酸コンクリート管に対する対策に苦慮し
ているのが現状である。
In order to improve the adhesion of this synthetic resin sheet, a sheet with many protrusions for anchors on the back side of the sheet is used to embed the protrusions for anchors into the concrete while the concrete is still uncured when forming a concrete pipe. However, as mentioned above, the adhesion to the concrete is poor, so peeling is likely to occur, and there is also a risk that cracks may occur in the concrete layer from the protruding anchor portion. Due to recent changes in eating habits and the structure of sewer pipes, sediment from muddy water often rots in the sewer pipes and generates sulfur dioxide gas, which becomes an acidic liquid by reacting with water. Demand for acid-resistant concrete pipes is increasing because concrete corrodes, and it is currently difficult to find countermeasures for acid-resistant concrete pipes.

本考案は、このような耐酸被覆を設けたコンク
リート管の改良に係るものであつて、予め合成樹
脂シートと嵩高な繊維フアブリツクを2層に積層
したシートを使用し、コンクリート管成形後のコ
ンクリートが未硬化のうちに嵩高繊維フアブリツ
クをコンクリート面に当接して加圧するなどして
嵩高な繊維フアブリツクをコンクリート中に埋込
んでそのまま硬化させて合成樹脂シートを被覆し
た耐酸コンクリート管を得るものであつて、強固
に一体化した耐酸コンクリート管を提供しするも
のである。
The present invention relates to the improvement of concrete pipes provided with such an acid-resistant coating, and uses a sheet in which a synthetic resin sheet and a bulky fiber fabric are laminated in two layers in advance to prevent the concrete from forming after forming the concrete pipe. The bulky fiber fabric is brought into contact with the concrete surface and pressurized while it is still uncured, and the bulky fiber fabric is embedded in the concrete and cured as it is to obtain an acid-resistant concrete pipe covered with a synthetic resin sheet. , provides a strongly integrated acid-resistant concrete pipe.

そして、この耐酸コンクリート管に使用される
合成樹脂フイルムとしては可塑剤を使用していな
いポリオレインのシートが適しており、嵩高繊維
としては目付量の多い不織布が適しているが、パ
イル織り等でもよい。
As the synthetic resin film used for this acid-resistant concrete pipe, a polyolein sheet that does not use plasticizers is suitable, and as the bulky fiber, a nonwoven fabric with a high basis weight is suitable, but pile weave etc. good.

添付図面により本考案の耐酸コンクリート管を
説明すると、第1図はヒユーム管に被覆した実施
例を示し、第2図はボツクスカルバートに被覆し
た実施例を示す。1はコンクリート層であり、A
は合成樹脂シート2と嵩高繊維フアブリツク3と
より成る積層シートであつて、コンクリート管の
内面全面に貼着被覆する。この積層シートAは第
3図の拡大断面図に示すようにシート2と嵩高繊
維フアブリツク3が一体に2層に積層されてい
て、そしてこの嵩高繊維フアブリツク3が未硬化
コンクリート層との接合面となり、加圧すること
によつて圧接することができて第4図の拡大断面
図に示すように嵩高繊維フアブリツク3は未硬化
のコンクリート層内に喰い込み、セメントマトリ
ツクスと一体となつて強固に硬化して表面の合成
樹脂シート2はクンクリート層1の内面に安定し
た耐酸被覆として形成される。
The acid-resistant concrete pipe of the present invention will be explained with reference to the accompanying drawings. Fig. 1 shows an embodiment in which a humm pipe is coated, and Fig. 2 shows an embodiment in which a box culvert is coated. 1 is the concrete layer, A
is a laminated sheet consisting of a synthetic resin sheet 2 and a bulky fiber fabric 3, which is adhered and coated on the entire inner surface of a concrete pipe. As shown in the enlarged cross-sectional view of Fig. 3, this laminated sheet A has a sheet 2 and a bulky fiber fabric 3 laminated together in two layers, and this bulky fiber fabric 3 serves as the bonding surface with the uncured concrete layer. As shown in the enlarged cross-sectional view of FIG. 4, the bulky fiber fabric 3 bites into the uncured concrete layer and hardens firmly as one with the cement matrix. The synthetic resin sheet 2 on the surface is formed on the inner surface of the Cunkrete layer 1 as a stable acid-resistant coating.

第5図、第6図はヒユーム管に応用した場合の
長手方向の断面図を示す実施例であつて、第5図
に示すものは挿口から受口までの管の有効長lま
での管1内面に耐酸積層シートAを被覆した実施
例であり、通常はこのような被覆で足りるが管路
の折曲などを考えた場合には第6図のコンクリー
ト管1の挿口端5から受口端6までの管内面全面
に被覆した実施例がより完全であるといえる。
FIGS. 5 and 6 are examples showing longitudinal cross-sectional views when applied to Huyum tubes, and the one shown in FIG. This is an example in which the inner surface of the concrete pipe 1 is coated with an acid-resistant laminated sheet A. Normally, such a coating is sufficient, but when considering bending of the pipe, etc. It can be said that the embodiment in which the entire inner surface of the tube up to the mouth end 6 is coated is more complete.

本考案の耐酸コンクリート管は上述の如く、ヒ
ユーム管のような円形断面の管体でも、また四角
形断面を有するボツクスカルバートでも同様に被
覆することができ、耐酸性の十分な合成樹脂シー
トと嵩高な繊維フアブリツクを一体となつた耐酸
積層シートAが、その嵩高繊維フアブリツク面が
コンクリート層に侵入埋込まれていることによつ
て強固に接合されているため、従来の耐酸コンク
リート管のように耐酸層の剥離等がなく近代下水
道工事上十分な効果が得られる。
As mentioned above, the acid-resistant concrete pipe of the present invention can be similarly coated with a pipe body with a circular cross section such as a fume pipe, or a box culvert with a square cross section, and can be coated with a synthetic resin sheet with sufficient acid resistance and a bulky body. The acid-resistant laminated sheet A, which is made up of fiber fabric, is firmly bonded by having its bulky fiber fabric surface penetrate and embedded in the concrete layer, so that the acid-resistant laminated sheet A has no effect on the acid-resistant layer like a conventional acid-resistant concrete pipe. There is no peeling, etc., and sufficient effects can be obtained for modern sewerage construction.

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

第1図はヒユーム管の場合の本考案の耐酸コン
クリート管の断面図であり、第2図はボツクスカ
ルバートの場合の断面図を示す。第3図は耐酸積
層シートの断面図であり、第4図は接合の状態を
示す拡大図、第5図、第6図はそれぞれヒユーム
管の場合の長手方向の実施例図を示す。 1……コンクリート層、2……合成樹脂シー
ト、3……嵩高繊維フアブリツク。
FIG. 1 is a cross-sectional view of the acid-resistant concrete pipe of the present invention in the case of a humm pipe, and FIG. 2 is a cross-sectional view in the case of a box culvert. FIG. 3 is a cross-sectional view of the acid-resistant laminated sheet, FIG. 4 is an enlarged view showing the bonded state, and FIGS. 5 and 6 are longitudinal views of an embodiment in the case of a hume pipe. 1... Concrete layer, 2... Synthetic resin sheet, 3... Bulky fiber fabric.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 成形直後の未硬化のコンクリート管の内面全周
に予め合成樹脂シートと嵩高繊維フアブリツクを
貼合せ2層に形成された積層シートAを該積層シ
ートAの嵩高繊維層がコンクリート管内面に当接
するように貼合せて一体としたことを特徴とした
耐酸コンクリート管。
A synthetic resin sheet and a bulky fiber fabric are laminated in advance around the entire inner surface of an uncured concrete pipe immediately after molding to form a two-layer laminate sheet A, so that the bulky fiber layer of the laminate sheet A is in contact with the inner surface of the concrete pipe. Acid-resistant concrete pipe characterized by being integrated by laminating it into one piece.
JP1986162249U 1986-10-24 1986-10-24 Expired - Lifetime JPH0533830Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986162249U JPH0533830Y2 (en) 1986-10-24 1986-10-24

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986162249U JPH0533830Y2 (en) 1986-10-24 1986-10-24

Publications (2)

Publication Number Publication Date
JPS6368588U JPS6368588U (en) 1988-05-09
JPH0533830Y2 true JPH0533830Y2 (en) 1993-08-27

Family

ID=31089332

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986162249U Expired - Lifetime JPH0533830Y2 (en) 1986-10-24 1986-10-24

Country Status (1)

Country Link
JP (1) JPH0533830Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5050715A (en) * 1973-09-05 1975-05-07

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58170480U (en) * 1982-05-11 1983-11-14 三谷セキサン株式会社 Water pipe

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5050715A (en) * 1973-09-05 1975-05-07

Also Published As

Publication number Publication date
JPS6368588U (en) 1988-05-09

Similar Documents

Publication Publication Date Title
JP4465136B2 (en) Tubular liner comprising a tubular film coated with nonwoven fabric
US3217077A (en) Method of producing lined concrete pipe
JPH08426B2 (en) Pipe lining material and its manufacturing method and pipe repair method
JPH05506821A (en) Improvements in lining materials for conduits and channels and pipes made from such materials
JPH0533830Y2 (en)
JPH067263Y2 (en) Acid resistant concrete tube
JP2022056515A (en) Waterproof sheet material
EP1047900B1 (en) Method of protecting articles
JP2909780B2 (en) Concrete gutter protected by plastic and method of making same
JP2001030355A (en) Corrosion-proof lining method
JPH0647717Y2 (en) Concrete covering
JPS63107513A (en) Manufacture of acid-resistant concrete pipe
JPH02120541U (en)
JPH022791Y2 (en)
JPS622395Y2 (en)
JPS6110078Y2 (en)
JPS622394Y2 (en)
JP2006152605A (en) Photocurable prepreg sheet and heat-insulating and waterproof construction method using it
JPH04502736A (en) Structural members and methods
JPS61130688A (en) Sheet for holding sealing material of through-hole and method of sealing through-hole
JPS59205092A (en) Method of connecting heat-resistng and corrosion-resisting frp composite pipe and frp joint
JPH0414558Y2 (en)
JP2004291564A (en) Joining liner and construction method for repairing fluid transportation facility using the same
JP3049147U (en) Structure of the joint of the molded body
JP2001205707A (en) Flanged fiber reinforced resin pipe