JPS5857285B2 - Manufacturing method of concrete composite pipe with built-in steel pipe - Google Patents

Manufacturing method of concrete composite pipe with built-in steel pipe

Info

Publication number
JPS5857285B2
JPS5857285B2 JP10708476A JP10708476A JPS5857285B2 JP S5857285 B2 JPS5857285 B2 JP S5857285B2 JP 10708476 A JP10708476 A JP 10708476A JP 10708476 A JP10708476 A JP 10708476A JP S5857285 B2 JPS5857285 B2 JP S5857285B2
Authority
JP
Japan
Prior art keywords
concrete
steel pipe
mortar
outer layer
manufacturing
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
Application number
JP10708476A
Other languages
Japanese (ja)
Other versions
JPS5331720A (en
Inventor
洋 佐藤
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.)
Nippon Hume Pipe Co Ltd
Original Assignee
Nippon Hume Pipe Co Ltd
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 Nippon Hume Pipe Co Ltd filed Critical Nippon Hume Pipe Co Ltd
Priority to JP10708476A priority Critical patent/JPS5857285B2/en
Publication of JPS5331720A publication Critical patent/JPS5331720A/en
Publication of JPS5857285B2 publication Critical patent/JPS5857285B2/en
Expired legal-status Critical Current

Links

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  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 本発明は、鋼管を内蔵するコンクリート複合管を遠心力
を利用して成形する製造方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a manufacturing method for forming a concrete composite pipe containing a steel pipe using centrifugal force.

従来、鋼管の外側に防錆、補強或は重量を付加するなど
の目的でモルタル又はコンクリート層を成形する方法が
とられているが、これらは吹付け、或は手塗りなどの手
段によって行われていた。
Traditionally, methods have been used to form a mortar or concrete layer on the outside of steel pipes for purposes such as rust prevention, reinforcement, or adding weight, but these are done by means such as spraying or hand painting. was.

そしてこれらの工法によるものはその外層の強度が施工
条件によって影響を受は品質のバラツキが犬きく、作業
には比較的多くの労力と時間を必要としていた。
In the case of these construction methods, the strength of the outer layer is affected by the construction conditions and the quality varies widely, and the work requires a relatively large amount of labor and time.

本発明はこのような鋼管を内蔵するコンクリート複合管
を工場管理による遠心力製法により成形し、従来品の欠
点を補い高強度で良品質のかつ経済的なコンクリート複
合管の製造を可能にしたものである。
The present invention makes it possible to form concrete composite pipes with built-in steel pipes using a factory-controlled centrifugal force manufacturing method, thereby compensating for the shortcomings of conventional products and making it possible to manufacture high-strength, high-quality, and economical concrete composite pipes. It is.

本発明の製造方法の一実施例を添付図面によって説明す
ると、遠心力コンクリート製品の製造に用いられるよう
な通常の型枠1の内面に先づ従来工法によって外層2と
なるモルタル又はコンクリートを投入して外層を成形し
、該外層の成形後モルタルまたはコンクリートの硬化或
は未硬化の状態で型枠1を取9去ることなく外周に接着
剤を塗布した鋼管3を型枠1の一側よシ外層2の内側に
油圧などの装置を用いて図示の矢印Pの如く圧入する。
An embodiment of the manufacturing method of the present invention will be explained with reference to the attached drawings. First, mortar or concrete to be the outer layer 2 is poured into the inner surface of a normal formwork 1, such as the one used for manufacturing centrifugal concrete products, using a conventional method. After forming the outer layer, the steel pipe 3 coated with adhesive on the outer periphery is moved from one side of the form 1 without removing the form 1 while the mortar or concrete is hardened or uncured. It is press-fitted inside the outer layer 2 as shown by the arrow P using a hydraulic device or the like.

そしてこの鋼管の圧入後は再び型枠を遠心機に塔載して
モルタル又はコンクリートを投入して内層4を成形し、
成形後は脱型して通常の養生方法によって養生を行い鋼
管を内蔵するコンクリート複合管を得る。
After press-fitting the steel pipe, the formwork is placed on the centrifuge again and mortar or concrete is poured in to form the inner layer 4.
After forming, it is demolded and cured using a normal curing method to obtain a concrete composite pipe with a built-in steel pipe.

本発明は、挿入する鋼管の外周全面に接着剤(例えばエ
ポキシ樹脂系のもの)を塗布するため外層のコンクリー
トとの接着がよく容易に剥離することがない。
In the present invention, an adhesive (for example, an epoxy resin type adhesive) is applied to the entire outer periphery of the steel pipe to be inserted, so that the adhesive is well bonded to the outer layer of concrete and does not easily peel off.

成形に当っての外層となるコンクリートの配合骨材は鋼
管を圧入する際の内側コンクリート部分の剥離の関係か
ら粒径の大きい骨材の配合は避けた方が望1し−。
It is preferable to avoid mixing aggregate with large particle size in the concrete mix that will become the outer layer during molding because of the possibility of peeling of the inner concrete part when press-fitting the steel pipe.

本発明によって得られる製品の仕上り態様は外層モルタ
ル又はコンクリート2の肉厚よりも内層モルタル又はコ
ンクリート4の肉厚を若干厚くし、さらに鋼管の玉入側
の先端に剣先部6を成形して外層2の内面に挿入する際
に成形した外層2の内面の余剰水による弱強度部分5を
削ジ取る如くして外層コンクリート層2と鋼管3との密
着を良好とする又外層コンクリート層2の成形時の締固
め程度は、内層コンクリート層4の締固め時に外層2か
らの余剰水の浮遊をできるかぎ9防ぎ、外層2と鋼管3
との密着を良好とするために内層4の締固め程度よりも
一割程度増した方が好ましく、場合によっては内層コン
クIJ−トに適量の膨張性セメントを配合することが化
学的プレストレスを付与させる点で高強度製品を得る。
The finishing aspect of the product obtained by the present invention is such that the thickness of the inner layer mortar or concrete 4 is slightly thicker than that of the outer layer mortar or concrete 2, and the tip portion 6 is further formed on the end of the steel pipe on the ball-in side. When inserting into the inner surface of the outer layer 2, the weak strength portion 5 due to surplus water on the inner surface of the formed outer layer 2 is scraped off to improve the adhesion between the outer concrete layer 2 and the steel pipe 3. Also, the outer concrete layer 2 is formed. The degree of compaction during compaction is to prevent as much as possible the floating of excess water from the outer layer 2 during compaction of the inner concrete layer 4, and to prevent the floating of excess water from the outer layer 2 and the steel pipe 3.
In order to improve the adhesion with the inner layer 4, it is preferable to increase the compaction level by about 10%, and in some cases, it is preferable to mix an appropriate amount of expandable cement into the inner layer concrete to reduce chemical prestress. A high strength product is obtained at the point of application.

又さらに強度を高める点で外層2および内層4に鉄筋を
配置することも好結果をもたらすことは勿論である。
Of course, arranging reinforcing bars in the outer layer 2 and the inner layer 4 also brings about good results in terms of further increasing the strength.

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

第1図は本発明による遠心成形時の型枠内の断面図を示
し、第2図は製造時の縦断面図の一部を示す。 1・・・・・・型枠、2・・・・・・外層モルクル又は
コンクリート層、3・・・・・・内蔵された鋼管、4・
・・・・・内層モルタル又はコンクリート層、5・・・
・・・削り取られた外層のモルタル又はコンクIJ−)
、 6・・・・・・鋼管の剣先部。
FIG. 1 shows a sectional view of the inside of a mold during centrifugal molding according to the present invention, and FIG. 2 shows a part of a vertical sectional view during manufacturing. 1...Formwork, 2...Outer layer or concrete layer, 3...Built-in steel pipe, 4.
...Inner layer mortar or concrete layer, 5...
...The scraped outer layer of mortar or conc IJ-)
, 6...The tip of the steel pipe.

Claims (1)

【特許請求の範囲】 1 鋼管を内蔵するコンクリート複合管の製造に際し、
外層のモルタル又はコンクリートを通常の遠心成形によ
って製造し、その後該外層コンクリート内面に外周に接
着剤を塗布してなる鋼管を挿入し、しかる後更に鋼管内
部に内層モルタル又はコンクリートを投入して遠心力に
よう成形する上下二層の中間に鋼管を内蔵するコンクリ
ート複合管の製造方法。 2 挿入する鋼管の先端を剣先状に形成する特許請求範
囲1に記載の方法。 3 外層となるモルタル又はコンクリートの成形時の締
固め程度を内層の締固め度合よシ増す特許請求範囲1に
記載の方法。 4 内層モルタル又はコンクリートに膨張性セメントを
配合する特許請求範囲1に記載の方法。 5 内層および外層に鉄筋を配置する特許請求範囲1に
記載の方法。
[Claims] 1. When manufacturing a concrete composite pipe with a built-in steel pipe,
The outer layer of mortar or concrete is produced by normal centrifugal molding, then a steel pipe with adhesive applied to the outer periphery is inserted into the inner surface of the outer layer of concrete, and then the inner layer of mortar or concrete is placed inside the steel pipe and centrifugal force is applied. A method for manufacturing a concrete composite pipe that incorporates a steel pipe between the upper and lower layers formed as follows. 2. The method according to claim 1, wherein the tip of the steel pipe to be inserted is formed into a sword-point shape. 3. The method according to claim 1, wherein the degree of compaction during molding of the mortar or concrete serving as the outer layer is increased by the degree of compaction of the inner layer. 4. The method according to claim 1, wherein expandable cement is mixed into the inner layer mortar or concrete. 5. The method according to claim 1, wherein reinforcing bars are arranged in the inner layer and the outer layer.
JP10708476A 1976-09-07 1976-09-07 Manufacturing method of concrete composite pipe with built-in steel pipe Expired JPS5857285B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10708476A JPS5857285B2 (en) 1976-09-07 1976-09-07 Manufacturing method of concrete composite pipe with built-in steel pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10708476A JPS5857285B2 (en) 1976-09-07 1976-09-07 Manufacturing method of concrete composite pipe with built-in steel pipe

Publications (2)

Publication Number Publication Date
JPS5331720A JPS5331720A (en) 1978-03-25
JPS5857285B2 true JPS5857285B2 (en) 1983-12-19

Family

ID=14450060

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10708476A Expired JPS5857285B2 (en) 1976-09-07 1976-09-07 Manufacturing method of concrete composite pipe with built-in steel pipe

Country Status (1)

Country Link
JP (1) JPS5857285B2 (en)

Also Published As

Publication number Publication date
JPS5331720A (en) 1978-03-25

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