JPS6392413A - Method and device for manufacturing concrete pipe with oblique wall - Google Patents

Method and device for manufacturing concrete pipe with oblique wall

Info

Publication number
JPS6392413A
JPS6392413A JP23986486A JP23986486A JPS6392413A JP S6392413 A JPS6392413 A JP S6392413A JP 23986486 A JP23986486 A JP 23986486A JP 23986486 A JP23986486 A JP 23986486A JP S6392413 A JPS6392413 A JP S6392413A
Authority
JP
Japan
Prior art keywords
formwork
wall
inner diameter
rotating shaft
concrete
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
JP23986486A
Other languages
Japanese (ja)
Inventor
西村 義和
三男 中村
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP23986486A priority Critical patent/JPS6392413A/en
Publication of JPS6392413A publication Critical patent/JPS6392413A/en
Pending legal-status Critical Current

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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) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、遠心力および転圧力を利用して、たとえばマ
ンホールの蓋部に使用する斜壁をもつコンクリート管を
製造する方法およびその装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method and an apparatus for manufacturing a concrete pipe with a slanted wall for use as a manhole cover, for example, by using centrifugal force and compaction force. .

〔従来の技術〕[Conventional technology]

コンクリート二次製品製造業において、鉄筋コンクリー
ト管、下水道、汚水雨水桝、透水パイプ、マンホール等
の内径が円形をした数多の製品が製造されている。
In the concrete secondary product manufacturing industry, a large number of products with circular inner diameters are manufactured, such as reinforced concrete pipes, sewers, sewage rainwater catchments, permeable pipes, and manholes.

コンクリート管の製造方法として、実公昭57−203
27号公報には、円筒状の外型枠の内面両端に同一内径
の型枠リングを固定し゛ζ型枠を形成し、これを水平回
転軸で懸垂支持し、その回転力によって型枠を回転しな
がら型枠内にコンクリート材を供給し、遠心力と回転軸
のコンクリート材に対する転圧力を利用して円筒状の管
を製造する技術が開示されている。
As a manufacturing method for concrete pipes,
In Publication No. 27, formwork rings with the same inner diameter are fixed to both ends of the inner surface of a cylindrical outer formwork to form a ζ formwork, which is suspended and supported by a horizontal rotating shaft, and the formwork is rotated by the rotational force of the formwork. However, a technique has been disclosed in which a cylindrical pipe is manufactured by supplying concrete material into a formwork and utilizing centrifugal force and rolling force of a rotating shaft against the concrete material.

このような従来公知技術では、内径が同心円で円筒形の
管に限定されており、円錐形ないし円錐台形のものは製
造不可能とされていた。
Such conventionally known technology is limited to tubes with concentric inner diameters and cylindrical shapes, and it has been impossible to manufacture tubes with conical or truncated conical shapes.

そのため、斜壁を含む下水道マンホール等の鉄筋コンク
リート製品では、下部の円筒部側塊ば遠心力または転圧
工法による製品であるが、上部斜壁については振動など
を利用した手詰め製品を使用しなければならず、外観形
状において異和感を生じさせるのみならず、品質の較差
を生しさ−せ、−killのマンホールとして全体の調
和を欠き、商品価値を低下させることに加え、生産性も
上がらないという問題があった。
Therefore, for reinforced concrete products such as sewer manholes that include slanted walls, the lower cylindrical side blocks are manufactured using centrifugal force or compaction methods, but the upper slanted walls must be filled using hand-packed products that utilize vibrations, etc. Not only does it create a sense of incongruity in the external shape, but it also creates a difference in quality, causing a lack of harmony as a whole as a -kill manhole, lowering the product value, and not increasing productivity. There was a problem.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

このようなわけで、内径が円錐台形状のコンクリ−1・
管で、上部内径と下部内径の比が変化しても型枠が当該
形状であれば、成型機は固定した設備で製造することが
でき、また、斜壁の肉圧が一ト端および下端部で異なっ
ていても同一の成型機を使用でき、しかも従前の円筒形
の成型品と仕上かり、外観などが同等なものを、低減さ
れたコストで製造できる技術の開発が要請されていた。
For this reason, concrete 1 with a truncated conical inner diameter
Even if the ratio of the upper inner diameter to the lower inner diameter of a pipe changes, if the formwork has the same shape, the molding machine can be used to manufacture it with fixed equipment, and the wall pressure of the slanted wall can be maintained at the top end and bottom end. There was a need to develop a technology that could use the same molding machine even if the parts were different, and that could produce products with the same finish and appearance as conventional cylindrical molded products at reduced costs.

本発明の目的は、こうした要望にこたえた斜壁をもつコ
ンクリート管の製造方法およびその装置を提(共するこ
とにある。
An object of the present invention is to provide a method and apparatus for manufacturing a concrete pipe with inclined walls that meet these demands.

〔問題点を解決するための手段〕[Means for solving problems]

図面を参照して説明すると、本発明の斜壁をもつコンク
リ−1〜管の製造方法は、第1図に示すように、筒状の
該型枠2の両端に型枠リング3.4を設けて型枠1を構
成し、型枠1を貫通ずる回転軸5を型枠リング3.4の
内周面に外接させて型枠1を懸垂すると共にその回転力
を型枠リング3.4に伝えて型枠1を回転させ、型枠1
に供給されるコンクリート材を当該回転力による遠心力
および回転軸5のコンクリート材に対する転圧力により
コンクリート管を製造するのは、基本的に従来公知技術
と同様であるが、前記型枠リングのうち、一方の型枠リ
ング3の内径3aを他方の型枠リング4の内径4aより
大きくして、径大部3aと径小部4aとを結ぶ仮想線が
円錐台形をなず斜壁用型枠1を形成し、さらに、前記回
転軸5を傾斜させて斜軸となし、斜壁用型枠1をその径
大部3aが」三方に位置する状態で懸垂することを特徴
とするものである。
To explain with reference to the drawings, the method for manufacturing concrete pipes 1 to 1 with inclined walls according to the present invention is as shown in FIG. The rotating shaft 5 passing through the formwork 1 is circumscribed on the inner circumferential surface of the formwork ring 3.4 to suspend the formwork 1 and transfer its rotational force to the formwork ring 3.4. to rotate formwork 1,
It is basically the same as conventionally known technology to manufacture a concrete pipe by applying the centrifugal force caused by the rotational force and the rolling force of the rotating shaft 5 to the concrete material supplied to the concrete material. , the inner diameter 3a of one formwork ring 3 is made larger than the inner diameter 4a of the other formwork ring 4, so that the imaginary line connecting the large diameter part 3a and the small diameter part 4a does not have a truncated conical shape, thereby forming a formwork for inclined walls. 1, and furthermore, the rotating shaft 5 is tilted to form a diagonal shaft, and the formwork 1 for the diagonal wall is suspended with its large diameter portion 3a positioned on three sides. .

また、L配力法を実施するための装置は、第1図に示す
ように、大筒状の外型枠2の両端に一方の内径3aが他
方の内径4aより大きな型枠リング3.4を固定して成
る斜壁用型枠1と、この斜壁用型枠1を前記型枠リング
の径大部3aを上方に位置する状態で懸垂し、これらに
回転力を伝える駆動装置6と、傾斜回転軸5および駆動
装W6を傾倒自在に支持する可動基盤7と、前記斜壁用
型枠1の外周面上部および底部を支持する支持し1−ル
8.9とを備えることを特徴とする。
Further, as shown in FIG. 1, the apparatus for carrying out the L force distribution method has formwork rings 3.4 at both ends of a large cylindrical outer formwork 2, one of which has an inner diameter 3a larger than the other inner diameter 4a. A fixed formwork 1 for a sloped wall; a drive device 6 for suspending the formwork 1 for a sloped wall with the large diameter part 3a of the formwork ring positioned upwardly and transmitting rotational force thereto; It is characterized by comprising a movable base 7 that tiltably supports the tilting rotation shaft 5 and the drive unit W6, and support rules 8.9 that support the upper and bottom portions of the outer peripheral surface of the formwork 1 for the slanted wall. do.

第1図において、9は回転軸5および駆動装置6等を固
定する架台である。
In FIG. 1, reference numeral 9 denotes a frame for fixing the rotating shaft 5, the drive device 6, and the like.

回転軸5および駆動装置6を構成するモータ6aと減速
機6bは、軸受5a、5bと共に可動基盤7上に同軸も
しくは平行に設置され、可動基盤7は可動継手10によ
り架台9の中間部に結合され、図示しない7クチユエー
タ(たとえば油圧シリンダ)により傾動自在に設け、回
転軸5の傾斜角を任意に選べるようにしである。
The rotating shaft 5 and the motor 6a and reducer 6b constituting the drive device 6 are installed coaxially or in parallel on a movable base 7 together with the bearings 5a and 5b, and the movable base 7 is connected to the middle part of the frame 9 by a movable joint 10. The rotary shaft 5 is provided so as to be tiltable by seven actuators (for example, hydraulic cylinders) not shown, so that the inclination angle of the rotating shaft 5 can be arbitrarily selected.

外型枠2はコンクリート管の成型、養生後に、製品を取
出すうえで、半筒体を抱き合せて締結金具(図示せず)
で緊締固定できる構造とするのが好ましい。また、外型
枠2の外周には支持ロール8が当接する凹部2aを周設
する。図示の例では、外型枠2の内径2bが前後等しい
円筒形状であるが、型枠リング3.4の径大部3aと径
小部4aとを結ぶ斜線と平行な円錐台形となるようにし
てもよい。
The outer formwork 2 is used to hold the half cylinders together and use fastening fittings (not shown) to take out the product after forming and curing the concrete pipe.
It is preferable to have a structure that can be tightened and fixed with. Furthermore, a recess 2a is provided around the outer periphery of the outer form 2, with which the support roll 8 comes into contact. In the illustrated example, the outer formwork 2 has a cylindrical shape in which the inner diameter 2b is equal in the front and back, but it is shaped like a truncated cone parallel to the diagonal line connecting the large diameter part 3a and the small diameter part 4a of the form ring 3.4. You can.

型枠リング3および4は、傾斜した回転軸5に懸垂支持
されて、その摩擦力によって回転する部分であるから、
耐摩耗性の金属材料を使用すると共に、下側の型枠リン
グ4には支持ロール9に当接する底部4bを設ける。こ
の支持ロール9は前記支持ロール8と共に、斜壁用型枠
1の回転時における揺動およびガタッキを防止する。
Since the formwork rings 3 and 4 are suspended from the inclined rotating shaft 5 and are rotated by the frictional force thereof,
A wear-resistant metal material is used, and the lower form ring 4 is provided with a bottom portion 4b that abuts against the support roll 9. This support roll 9, together with the support roll 8, prevents the slope wall formwork 1 from swinging and shaking during rotation.

一方の支持ロール8は一対の支持アーム8aに軸支され
ている。支持アーム8aは、架台9の上部において中間
部が支軸8dに枢着されたL型リンク8Cの一端にバネ
部材8bを介して固定され、該リンク8Cの他端は同し
く架台9の上部に固定した油圧(または空気圧)シリン
ダ8fのピストンロッド8eに連結されている。したが
って、支持ロール8は二点鎖線で示されるように、シリ
ンダ8fの作動により昇降すると共にバネ部材8bによ
り外型枠2の外周に弾性的に圧接する。他方の支持ロー
ル9ば、架台9のブラケット9aに固定されているが、
」−記支持ロール8と同様に構成してもよい。
One support roll 8 is pivotally supported by a pair of support arms 8a. The support arm 8a is fixed via a spring member 8b to one end of an L-shaped link 8C whose intermediate portion is pivotally connected to a support shaft 8d at the upper part of the pedestal 9, and the other end of the link 8C is also attached to the upper part of the pedestal 9. It is connected to a piston rod 8e of a hydraulic (or pneumatic) cylinder 8f fixed to. Therefore, as shown by the two-dot chain line, the support roll 8 is raised and lowered by the operation of the cylinder 8f, and is elastically pressed against the outer periphery of the outer form 2 by the spring member 8b. The other support roll 9 is fixed to the bracket 9a of the frame 9,
It may be constructed in the same manner as the support roll 8 mentioned above.

11は回転軸5の転圧部に外挿した逆円錐台形のサブ軸
であって、上下に型枠1の軸方向のズレを防止する鍔1
1a、llbをもつ。このサブ軸11は、型枠リング3
.4が両側で異なる内径3a、4aをもち、同一内径で
ないことから、その周速に差が生じ、摩擦が大きくなる
ことを防止すると共に回転軸5の直接の摩耗を避けるた
めのものである。サブ軸11の傾斜角は、目的とする製
品の肉圧が一定である場合には、回転軸5と同心円とな
るので角度は0°であるが、肉圧差が大きい場合には、
円錐台形の変形度と比例して角度をつければよい。
Reference numeral 11 denotes an inverted truncated conical sub-shaft extrapolated to the rolling part of the rotating shaft 5, and a flange 1 that prevents vertical displacement of the formwork 1 in the axial direction.
It has 1a and llb. This sub-shaft 11 is connected to the formwork ring 3
.. 4 has different inner diameters 3a, 4a on both sides and are not the same, this is to prevent a difference in circumferential speed and an increase in friction and to avoid direct wear of the rotating shaft 5. The inclination angle of the sub-shaft 11 is 0° because it is concentric with the rotating shaft 5 when the meat pressure of the target product is constant, but when the meat pressure difference is large,
The angle should be set in proportion to the degree of deformation of the truncated cone.

しかし、この角度は晧密なものではなく、回転軸5に斜
壁用型枠1を懸垂させたときに、下方となる型枠リング
の前後の内圧を決める線りがどの程度水平を保つかどう
かで決めればよい。
However, this angle is not precise, and when the slope wall formwork 1 is suspended from the rotating shaft 5, how horizontal the line that determines the internal pressure at the front and rear of the formwork ring at the bottom remains. You just have to decide.

〔作用〕[Effect]

第1図に示すように、斜壁用型枠1を傾斜した回転軸5
のザブ軸11に懸垂し、駆動装置6によりサブ軸11を
回転させ、これにより型枠を回転させながら、型枠内に
コンクリート材料を供給すれば、その遠心力と転圧力に
よって、外型枠2の内面(2b)と型枠リング3.4の
径大部3a、径小部4aが形成する空間に対応する製品
Pが得られる。これは、従来の水平軸によるコンクリ−
1〜管の製造の場合と同様である。第2図は製品Pを示
し、外径が同じで、内径が円錐台形をした、上部に凹陥
部P1をもつコンクリート管が得られる。
As shown in FIG.
The sub-shaft 11 is rotated by the driving device 6, and the concrete material is supplied into the formwork while rotating the formwork. A product P corresponding to the space formed by the inner surface (2b) of 2 and the large diameter portion 3a and small diameter portion 4a of the form ring 3.4 is obtained. This is compared to the conventional horizontal axis concrete construction.
1. It is the same as in the case of tube manufacturing. FIG. 2 shows the product P, which is a concrete pipe having the same outer diameter, a truncated conical inner diameter, and a concave portion P1 at the top.

その際、型枠リング3.4の前後の内径を決める線、す
なわち径大部3aと径小部4aを結ぶ線りがほぼ水平と
なるように可動基盤7の角度を固定する。
At this time, the angle of the movable base 7 is fixed so that the line that determines the front and rear inner diameters of the formwork ring 3.4, that is, the line that connects the large diameter portion 3a and the small diameter portion 4a, is approximately horizontal.

コンクリート管成型時において、斜壁用型枠1はその外
周面上部および底部が支持ロール8.9で支持されるか
ら、揺動やガタッキが生じない。
When forming a concrete pipe, the upper and lower outer peripheral surfaces of the formwork 1 for inclined walls are supported by the support rolls 8.9, so that no rocking or wobbling occurs.

ところで、目的とするコンクリート管の肉圧が異なる場
合、図示のように逆円錐台形のサブ軸11を使用し、前
述のように周速の差による摩擦が過大になるのを防止し
ている。
By the way, when the target concrete pipes have different wall pressures, an inverted truncated conical sub-shaft 11 is used as shown in the figure to prevent excessive friction due to the difference in circumferential speed as described above.

しかし、周速に差があることは、サブ軸11が製品の内
面を転圧すると同時に斜め方向に擦る役目をするから、
実験の結果、内径差(3a−4a)が5〜10%ある方
が内面の仕上がり状態が良好になることを確認した。ま
た、内径差が20%を越えると、小径の方の回転軸の型
枠リングとの接触面の摩耗が大きくなる傾向がある。
However, the difference in circumferential speed is because the sub-shaft 11 has the role of rolling the inner surface of the product and rubbing it diagonally at the same time.
As a result of experiments, it was confirmed that the finished state of the inner surface is better when the inner diameter difference (3a-4a) is 5 to 10%. Furthermore, if the difference in inner diameter exceeds 20%, there is a tendency for the contact surface of the rotating shaft with the smaller diameter with the mold ring to become more abrasive.

なお、回転軸5の実際の傾斜角の調整方法は、肉圧が異
なる斜壁に対して、その垂直断面の重心が移動する分の
長さだけ、その角度を変えて回転させればよい。すなわ
ち、転圧成型中のバランスがとれるのは、型枠の下面の
重心が型枠の長さ方向の中央にあればよいが、重心が内
圧によって移動しようとする分だけ動かしたときである
。実際には、転圧成型中に、グリーンコンクリートの横
移動があり、型枠リングのグリーンコンクリートとの接
触面に「すき間」が生じるか否かで簡単に判断できるの
で、目で確認したうえで可動基盤の角度を変えればよい
The actual inclination angle of the rotating shaft 5 can be adjusted by rotating the rotating shaft 5 by changing the angle by the distance corresponding to the movement of the center of gravity of the vertical cross section with respect to inclined walls having different wall pressures. In other words, balance during rolling pressure molding can be achieved if the center of gravity of the lower surface of the mold is at the center in the length direction of the mold, but when the center of gravity is moved by the amount that it tends to move due to internal pressure. In reality, there is lateral movement of the green concrete during rolling compaction, and this can be easily determined by whether or not a "gap" is created at the contact surface of the formwork ring with the green concrete. All you have to do is change the angle of the movable base.

以上は肉圧の異なる斜壁をもつコンクリート管Pの製造
について説明したが、第3図に示す肉圧が等しい円錐台
形の製品P′も同様にして製造できることが理解される
であろう。また、回転軸5を水平にすることによって、
従来と同様に円筒状の製品を製造できることば云うまで
もない。
Although the manufacture of concrete pipes P having inclined walls with different wall pressures has been described above, it will be understood that a truncated conical product P' having equal wall pressures as shown in FIG. 3 can also be manufactured in the same manner. Also, by making the rotating shaft 5 horizontal,
Needless to say, cylindrical products can be manufactured in the same way as before.

〔発明の効果〕〔Effect of the invention〕

以上説明したように、本発明によれば、従来と同様のI
L法により、斜壁をもつコンクリート管を製造すること
ができ、その肉圧の異同は問わず、同一装置で型枠を変
えるだけですむ。また、斜壁をもつコンクリート管と通
常の円筒の管を同じ装置で一貫して製造できるから、そ
の生産性が大幅に向上し、コストも低減する。さらに、
従来の工法による円筒形の管と同品位の製品が得られる
から、その商品価値を高めることができる。
As explained above, according to the present invention, the same I
Using the L method, concrete pipes with slanted walls can be manufactured, and regardless of the wall pressure, it is only necessary to change the formwork using the same equipment. Furthermore, since concrete pipes with inclined walls and regular cylindrical pipes can be manufactured consistently using the same equipment, productivity is greatly improved and costs are reduced. moreover,
Since a product with the same quality as cylindrical pipes made using conventional methods can be obtained, its commercial value can be increased.

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

第1図は本発明装置の代表例を示す一部を断面した側面
図である。第2図および第3図はそれぞれ本発明方法に
よって製造される斜壁をもつコンクリート管の縦断面で
ある。 1−斜壁用型枠     2−外型枠 3.4−型枠リング   3a−内径(径大部)4a−
−内径(径小部)   5−(傾斜)回転軸6−駆動装
置      7−可動基盤8.9−支持ロール 特許出願人     西 村 義 和 中利三男
FIG. 1 is a partially sectional side view showing a typical example of the device of the present invention. 2 and 3 are longitudinal sections of concrete pipes with inclined walls produced by the method of the invention, respectively. 1-Formwork for sloped wall 2-Outer formwork 3.4-Formwork ring 3a-Inner diameter (large diameter part) 4a-
- Inner diameter (small diameter part) 5 - (Inclination) rotating shaft 6 - Drive device 7 - Movable base 8.9 - Support roll Patent applicant Yoshi Nishimura Toshio Wanzaka

Claims (2)

【特許請求の範囲】[Claims] (1)筒状の外型枠2の両端に型枠リング3、4を設け
て型枠1を構成し、型枠1を貫通する回転軸5を型枠リ
ング3、4に外接させて型枠1を懸垂すると共にその回
転力を型枠リング3、4に伝えて型枠1を回転させ、型
枠1に供給されるコンクリート材を当該回転による遠心
力および回転軸5のコンクリート材に対する転圧力によ
りコンクリート管を製造する方法において、一方の型枠
リング3の内径3aを他方の型枠リング4の内径4aよ
り大きくして、径大部3aと径小部4aとが円錐台形を
なす斜壁用型枠1を形成し、前記回転軸5を傾斜させて
径大部3aが上方に位置する状態で斜壁用型枠1を懸垂
することを特徴とする斜壁をもつコンクリート管の製造
方法。
(1) The formwork 1 is constructed by providing formwork rings 3 and 4 at both ends of the cylindrical outer formwork 2, and the rotating shaft 5 passing through the formwork 1 is circumscribed by the formwork rings 3 and 4 to form the form. While suspending the frame 1, the rotational force is transmitted to the formwork rings 3 and 4 to rotate the formwork 1, and the concrete material supplied to the formwork 1 is affected by the centrifugal force caused by the rotation and the rotation of the rotating shaft 5 against the concrete material. In a method of manufacturing a concrete pipe by pressure, the inner diameter 3a of one form ring 3 is made larger than the inner diameter 4a of the other form ring 4, and the large diameter part 3a and the small diameter part 4a form an oblique truncated cone shape. Production of a concrete pipe with a slanted wall, characterized in that a wall form 1 is formed, and the slanted wall form 1 is suspended with the rotating shaft 5 tilted and the large diameter portion 3a positioned upward. Method.
(2)筒状の外型枠2の両端に一方の内径3aが他方の
内径4aより大きな型枠リング3、4を固定して成る斜
壁用型枠1と、この斜壁用型枠1を前記型枠リングの径
大部3aを上方に位置する状態で懸垂し、これらに回転
力を伝える傾斜回転軸5と、この傾斜回転軸5を回転す
る駆動装置6と、傾斜回転軸5および駆動装置6を傾倒
自在に支持する可動基盤7と、前記斜壁用型枠1の外周
面上部および底部を支持する支持ロール8、9とを備え
ることを特徴とする斜壁をもつコンクリート管の製造装
置。
(2) A formwork 1 for a sloped wall formed by fixing formwork rings 3 and 4, one of which has an inner diameter 3a larger than the other inner diameter 4a, to both ends of a cylindrical outer formwork 2, and this formwork 1 for a sloped wall. is suspended with the large-diameter portion 3a of the formwork ring located above, and transmits rotational force thereto; a drive device 6 for rotating this tilted rotation shaft 5; and a tilted rotation shaft 5 and A concrete pipe with a slanted wall characterized by comprising a movable base 7 that tiltably supports a drive device 6, and support rolls 8 and 9 that support the upper and bottom parts of the outer peripheral surface of the slanted wall formwork 1. Manufacturing equipment.
JP23986486A 1986-10-08 1986-10-08 Method and device for manufacturing concrete pipe with oblique wall Pending JPS6392413A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23986486A JPS6392413A (en) 1986-10-08 1986-10-08 Method and device for manufacturing concrete pipe with oblique wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23986486A JPS6392413A (en) 1986-10-08 1986-10-08 Method and device for manufacturing concrete pipe with oblique wall

Publications (1)

Publication Number Publication Date
JPS6392413A true JPS6392413A (en) 1988-04-22

Family

ID=17051016

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23986486A Pending JPS6392413A (en) 1986-10-08 1986-10-08 Method and device for manufacturing concrete pipe with oblique wall

Country Status (1)

Country Link
JP (1) JPS6392413A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011510844A (en) * 2008-02-05 2011-04-07 テレフオンアクチーボラゲット エル エム エリクソン(パブル) Method for producing hollow concrete element

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5889307A (en) * 1981-11-21 1983-05-27 日コン機械工業株式会社 Formwork for rolling

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5889307A (en) * 1981-11-21 1983-05-27 日コン機械工業株式会社 Formwork for rolling

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011510844A (en) * 2008-02-05 2011-04-07 テレフオンアクチーボラゲット エル エム エリクソン(パブル) Method for producing hollow concrete element

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