JPS60264244A - Composite pile and manufacture thereof - Google Patents

Composite pile and manufacture thereof

Info

Publication number
JPS60264244A
JPS60264244A JP12100084A JP12100084A JPS60264244A JP S60264244 A JPS60264244 A JP S60264244A JP 12100084 A JP12100084 A JP 12100084A JP 12100084 A JP12100084 A JP 12100084A JP S60264244 A JPS60264244 A JP S60264244A
Authority
JP
Japan
Prior art keywords
steel pipe
concrete
composite pile
strength
coating layer
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.)
Pending
Application number
JP12100084A
Other languages
Japanese (ja)
Inventor
町永 薫
桂木 正雄
誠 富田
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.)
ASANO POORU KK
Original Assignee
ASANO POORU 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 ASANO POORU KK filed Critical ASANO POORU KK
Priority to JP12100084A priority Critical patent/JPS60264244A/en
Publication of JPS60264244A publication Critical patent/JPS60264244A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Laminated Bodies (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は鋼管とコンクリートとが一体に形成されて成る
複合パイルおよびその製造方法の改良に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a composite pile formed integrally with a steel pipe and concrete, and to improvements in a method for manufacturing the same.

一般に鋼管とこの鋼管内に遠心成形されたコンクリート
とから成る複合パイルは圧力が10kg/rイ、温度が
180°Cの過飽和水蒸気による高温高圧養生が施され
て製造されているが、鋼管の外表面が錆るために鋼管の
外表面にポリエチレン被覆層を施すことが知られている
。この場合、ポリエチレン被覆層を設けた後に高温高圧
養生を行うと、ポリエチレンの耐熱性質が軟化点95°
C以上、融点110℃であるため温度が180°Cの高
温高圧養生では被覆層が流れてとれてしまうという好ま
しくない現象が生じ、従って、高温高圧養生後にポリエ
チレン被覆層を施す試みがなされている。
Generally, composite piles consisting of steel pipes and concrete centrifugally formed inside the steel pipes are manufactured by undergoing high-temperature, high-pressure curing using supersaturated steam at a pressure of 10 kg/r and a temperature of 180°C. It is known to apply a polyethylene coating layer to the outer surface of steel pipes to prevent the surface from rusting. In this case, if high-temperature and high-pressure curing is performed after providing a polyethylene coating layer, the heat resistance of polyethylene will change to a softening point of 95°.
C or higher, the melting point is 110°C, so when cured at high temperature and high pressure at a temperature of 180°C, an undesirable phenomenon occurs in which the coating layer flows and comes off.Therefore, attempts have been made to apply a polyethylene coating layer after curing at high temperature and high pressure. .

従来、この種の複合パイルは、例えば実公昭53−34
012号公報に開示されているように、鋼管内にコンク
リートを投入後、遠心成形を行い、上記の如き高温高圧
養生して鋼管・コンクリート複合体を形成した後、鋼管
の外表面にポリエチレンの被覆層を塗布して製造されて
いる。しかしながら、かかる従来技術では、第一に高温
高圧養生を行うためにその温度および圧力に耐える高価
フ工圧力罐が必要であること、第二にポリエチレン被積
層なコーティング(塗布)する作業が面倒であり、従っ
て製品が高価になる等の欠点があった。
Conventionally, this type of composite pile has been developed, for example, in
As disclosed in Publication No. 012, after pouring concrete into a steel pipe, centrifugal molding is performed, and after curing at high temperature and high pressure as described above to form a steel pipe/concrete composite, the outer surface of the steel pipe is coated with polyethylene. Manufactured by applying layers. However, in such conventional technology, firstly, an expensive pressure vessel that can withstand the temperature and pressure is required to carry out high-temperature and high-pressure curing, and secondly, the work of coating (applying) a layer of polyethylene is troublesome. Therefore, there were drawbacks such as the product being expensive.

本発明の目的は」−述の如き従来技術の欠点を解消した
複合パイルおよびその製造方法を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a composite pile and a method for manufacturing the same which eliminates the drawbacks of the prior art as described above.

かかる目的を達成するために本発明は予めポリエチレン
製の被覆層が設けられた鋼管内に高強度膨張コンクリー
トを遠心成形し、その後このコンクリートを常圧蒸気養
生して複合パイルを形成するようにしたものである。
In order to achieve this object, the present invention involves centrifugally forming high-strength expanded concrete inside a steel pipe that has been provided with a polyethylene coating layer in advance, and then curing this concrete with atmospheric pressure steam to form a composite pile. It is something.

以下、本発明の実施例を図面を参照して詳細に説明する
。先ず、外周面にポリエチレン製の防食被覆層1を有す
る鋼管2を用意する。この被覆層を有する鋼管は例えば
新日鉄の重防食鋼管杭N5−PACにすることができる
。この被覆層を有する鋼管は第1図に示すように型枠3
に配置されて高強度膨張コンクリート4がその中に投入
され通常のように遠心成形される(第2図参照)。型枠
3は、夫々が略半円形である上型3αと下型3bとから
成る通常の形態を有するが、その上型と下型とを合わせ
た際の円形体の内径は被覆層付き鋼管の外径よりも20
岨以上大きく設定されている。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. First, a steel pipe 2 having an anticorrosion coating layer 1 made of polyethylene on its outer peripheral surface is prepared. The steel pipe having this coating layer can be, for example, Nippon Steel's heavy corrosion-resistant steel pipe pile N5-PAC. The steel pipe with this coating layer is attached to the formwork 3 as shown in Figure 1.
The high-strength expansive concrete 4 is placed therein and centrifugally formed as usual (see Fig. 2). The formwork 3 has a normal shape consisting of an upper mold 3α and a lower mold 3b, each of which is approximately semicircular, but the inner diameter of the circular body when the upper mold and lower mold are combined is that of a steel pipe with a coating layer. 20 than the outer diameter of
It is set larger than 岨.

これら上型と下型との内面には鋼管の外面に当接する複
数の帯状のパッド5が設けられている。これらバンドは
図示の実施例ではゴム製から成っている。これらパッド
は硬度60〜70、幅が50〜150關でその内面には
5〜10咽幅の複数の溝が設けられているのが好ましい
A plurality of band-shaped pads 5 are provided on the inner surfaces of the upper mold and the lower mold, which contact the outer surface of the steel pipe. In the embodiment shown, these bands are made of rubber. Preferably, these pads have a hardness of 60 to 70, a width of 50 to 150, and a plurality of grooves of 5 to 10 widths on the inner surface.

これらパッドによって被覆層付き鋼管は型枠3にしつか
り保持され且つ被覆層を傷つけることがない。このパッ
ドは鋼管に接する面を軟かくその他を硬く形成させても
よい。
The steel pipe with the coating layer is firmly held in the formwork 3 by these pads, and the coating layer is not damaged. This pad may have a soft surface in contact with the steel pipe and a hard surface on the other surface.

尚、型枠3は通常の方法で回転される。Note that the formwork 3 is rotated in the usual manner.

高強度膨張コンクリート4は脱型後最高温度65〜90
℃の常圧蒸気養生のみが遠心成形後約24時間以内に施
される。そしてこのコンクリートはこの常圧蒸気養生の
みで800に〜以上の高強度を発現させるように次の表
に示す如き配合がとられている。
High-strength expanded concrete 4 has a maximum temperature of 65 to 90 after demolding
C. atmospheric steam curing only is applied within about 24 hours after centrifugal molding. This concrete has a composition as shown in the following table so that it can develop a high strength of 800 to more than 800 by just this atmospheric pressure steam curing.

尚、上記表中セメントは少くとも1m3当り400〜4
80に、fにすることができ且つ高強度用混和材として
日本セメント(株)製の[スーツく−ミックス]や電気
化学工業@)の[Σ1000j等を用いることができる
。上記配合によれば、平行部70℃×6時間以上の常圧
蒸気養生を施すだけで材令7日にはs o o ’Ma
以上の高強度を発現させることができる。尚、どの高強
度膨張コンクリートは厚さ50〜150.wonに打込
まれるのが望ましい。
In addition, the cement in the above table has a content of at least 400 to 4 per 1 m3.
80 and f, and as a high-strength admixture, ``Suit Mix'' manufactured by Nippon Cement Co., Ltd., ``Σ1000j'' manufactured by Denki Kagaku Kogyo @), etc. can be used. According to the above formulation, the material can be so
It is possible to exhibit high strength as described above. Furthermore, which high-strength expansive concrete has a thickness of 50 to 150 mm. It is desirable that the ball be hit by Won.

本発明によれば、高温高圧養生が不用となり従って安価
な複合パイルが得られる。又、予めポリエチレン製の被
覆層を設けた鋼管を用いるので上記公報に示された従来
技術のように脱型後にポリエチレンを塗布することや樹
脂モルタルをコーティングする設備が不用となりきわめ
て経済的である等の実益がある。
According to the present invention, high-temperature and high-pressure curing is unnecessary, and therefore, an inexpensive composite pile can be obtained. In addition, since a steel pipe with a polyethylene coating layer provided in advance is used, there is no need to apply polyethylene after demolding or equipment for coating resin mortar as in the prior art shown in the above publication, making it extremely economical. There are real benefits.

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

第1図は本発明の複合パイルを製造している状態を示す
型枠の斜視図、第2図は本発明の複合パイルの断面図で
ある。 ■・・・・ ポリエチレン被覆層 2・・・・鋼管 3・・・・型枠 4・・・・ 高強度膨張コンクリート 5・・・・パッド 特許出願人 アサノポール株式会社
FIG. 1 is a perspective view of a formwork showing a state in which the composite pile of the present invention is manufactured, and FIG. 2 is a sectional view of the composite pile of the present invention. ■... Polyethylene coating layer 2... Steel pipe 3... Formwork 4... High strength expanded concrete 5... Pad Patent applicant Asanopol Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] (1)ポリエチレン製の防食被覆層を外周面に有する鋼
管と、該鋼管の内面に遠心成形された高強度膨張コンク
リートとから成り、該高強度膨張コンクリートは遠心成
形後常圧蒸気養生されて形成されることを特徴とする複
合パイル。
(1) Consists of a steel pipe with a polyethylene anti-corrosion coating layer on the outer circumferential surface and high-strength expanded concrete that is centrifugally formed on the inner surface of the steel pipe, and the high-strength expanded concrete is formed by centrifugally forming and then curing with atmospheric steam. Composite pile characterized by:
(2)予めポリエチレン製の防食被覆層が外周面に施さ
れた鋼管を用意し、該鋼管を型枠の中にパッドを介して
設置し且つ該鋼管内に高強度コンクリートを遠心成形し
、脱型後肢高強度コンクリートを常圧蒸気養生すること
を特徴とする複合パイルの製造方法。
(2) Prepare a steel pipe with a polyethylene anti-corrosion coating applied to the outer circumferential surface in advance, install the steel pipe in a formwork via a pad, centrifugally form high-strength concrete inside the steel pipe, and remove it. A method for manufacturing a composite pile, characterized by curing high-strength concrete in the form of hindlimbs with normal pressure steam.
JP12100084A 1984-06-13 1984-06-13 Composite pile and manufacture thereof Pending JPS60264244A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12100084A JPS60264244A (en) 1984-06-13 1984-06-13 Composite pile and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12100084A JPS60264244A (en) 1984-06-13 1984-06-13 Composite pile and manufacture thereof

Publications (1)

Publication Number Publication Date
JPS60264244A true JPS60264244A (en) 1985-12-27

Family

ID=14800298

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12100084A Pending JPS60264244A (en) 1984-06-13 1984-06-13 Composite pile and manufacture thereof

Country Status (1)

Country Link
JP (1) JPS60264244A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011516309A (en) * 2008-04-02 2011-05-26 アメロン インターナショナル Steel pipe with pressure cast concrete or mortar liner and its manufacturing method
JP2011241950A (en) * 2010-05-20 2011-12-01 Ikehata:Kk Embedded pipe

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4931741A (en) * 1972-07-25 1974-03-22
JPS5334012U (en) * 1976-08-31 1978-03-25
JPS5450520A (en) * 1977-09-30 1979-04-20 Nippon Concrete Ind Co Ltd Method of making steellpipe concrete composite pillar
JPS5616731A (en) * 1979-07-21 1981-02-18 Yutaka Kagaku Kogyo Kk Foliage growing on slope surface

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4931741A (en) * 1972-07-25 1974-03-22
JPS5334012U (en) * 1976-08-31 1978-03-25
JPS5450520A (en) * 1977-09-30 1979-04-20 Nippon Concrete Ind Co Ltd Method of making steellpipe concrete composite pillar
JPS5616731A (en) * 1979-07-21 1981-02-18 Yutaka Kagaku Kogyo Kk Foliage growing on slope surface

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011516309A (en) * 2008-04-02 2011-05-26 アメロン インターナショナル Steel pipe with pressure cast concrete or mortar liner and its manufacturing method
JP2011241950A (en) * 2010-05-20 2011-12-01 Ikehata:Kk Embedded pipe

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