JPH0137246B2 - - Google Patents

Info

Publication number
JPH0137246B2
JPH0137246B2 JP56032294A JP3229481A JPH0137246B2 JP H0137246 B2 JPH0137246 B2 JP H0137246B2 JP 56032294 A JP56032294 A JP 56032294A JP 3229481 A JP3229481 A JP 3229481A JP H0137246 B2 JPH0137246 B2 JP H0137246B2
Authority
JP
Japan
Prior art keywords
core
concrete
formwork
pipe
support
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
JP56032294A
Other languages
Japanese (ja)
Other versions
JPS57146609A (en
Inventor
Eimatsu Kaito
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.)
Mitani Sekisan Co Ltd
Original Assignee
Mitani Sekisan 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 Mitani Sekisan Co Ltd filed Critical Mitani Sekisan Co Ltd
Priority to JP3229481A priority Critical patent/JPS57146609A/en
Publication of JPS57146609A publication Critical patent/JPS57146609A/en
Publication of JPH0137246B2 publication Critical patent/JPH0137246B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 この発明は遠心成形時に比較的硬ねりのコンク
リートを低抵抗で定量宛充填することを目的とし
た遠心成形コンクリート製品製造装置に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a centrifugally formed concrete product manufacturing apparatus for the purpose of filling relatively hard concrete in a fixed quantity with low resistance during centrifugal forming.

従来パルス又はポールなど長大なコンクリート
製品を遠心成形する際に、円周方向に対し、型枠
が閉鎖されている場合には、コンクリート注入管
の先端部に型枠内へ挿入すべきコンクリート移送
管を連結し、コンクリート移送管端から型枠内へ
コンクリートを注入しつゝ型枠を移動して型枠内
へ軸方向に対し所定量のコンクリートを投入して
いるが、コンクリート移送管が長大になるのみな
らず、コンクリート移送管はその先端程小径に
し、移送管を片持状にして注入する際にその変形
を極力防止すべく考慮されている。従つて移送抵
抗が大きくなり、必然的に大きい圧力で注入しな
ければならないので、大動力を必要とするのみな
らず、機器の破損又は移送管の損傷も激しくなる
などの問題点があつた。
Conventionally, when centrifugally forming long concrete products such as pulses or poles, if the formwork is closed in the circumferential direction, a concrete transfer pipe that should be inserted into the formwork at the tip of the concrete injection pipe. In this method, concrete is poured into the formwork from the end of the concrete transfer pipe, and a predetermined amount of concrete is poured into the formwork in the axial direction by moving the formwork, but the concrete transfer pipe becomes long. Not only this, but the diameter of the concrete transfer pipe is made smaller toward the tip, and consideration is given to preventing deformation as much as possible when pouring the pipe into a cantilever shape. Therefore, the transfer resistance becomes large and the injection must be carried out under a high pressure, which not only requires a large amount of power but also causes problems such as severe damage to equipment and transfer pipes.

然るにこの発明は型枠内へ中子を挿入し、コン
クリートは中子と型枠の中壁との間へ注入すれば
よいので、従来のコンクリート移送管に代る連結
管が極めて短かくなり、その内径についても制約
がないので、該部における摩擦損失が少なく、か
つ型枠内壁と中子の外壁との間も十分の空隙を有
することになり、該部における摩擦損失も少な
く、結局きわめて低い圧力で所定の注入ができる
ことになり、前記従来の問題点を解決したのであ
る。元来コンクリートは硬練りの方が製品強度が
大きいことが知られているが、従来行われている
ように長大な移送管を用いる場合にはスランプ値
15cm以上で、ポンプ圧力は100Kg/cm2以上を必要
としていた。従つてポンプの故障も生じ易かつた
のである。これに対し、この発明によれば、圧力
は従来の1/2以下で注入し得ると共に、スランプ
値も10cm程度で作業が可能となり作業性の改善、
製品の強度増強およびポンプの故障激減など総て
の点において優れていることが判明した。しかも
台車上に型枠を配置し、中子をこの台車の移動方
向に可倒な支脚で支持したので、極めて容易に中
子を型枠内に設置することができる。
However, in this invention, the core is inserted into the formwork, and the concrete is poured between the core and the inner wall of the formwork, so the connecting pipe that replaces the conventional concrete transfer pipe becomes extremely short. Since there is no restriction on the inner diameter, there is little friction loss in this part, and there is also a sufficient gap between the inner wall of the formwork and the outer wall of the core, so the friction loss in this part is also small, and it is extremely low after all. This allows the injection to be performed at a specified level using pressure, thus solving the problems of the conventional method. It is known that the strength of the product is higher when concrete is hard mixed, but when using a long transfer pipe as has been done in the past, the slump value
15cm or more, the pump pressure needed to be 100Kg/cm2 or more. Therefore, pump failure was likely to occur. In contrast, according to the present invention, the pressure can be injected with less than half of the conventional pressure, and the work can be performed with a slump value of about 10 cm, improving workability.
It was found to be superior in all aspects, including increased product strength and a drastic reduction in pump failures. Moreover, since the formwork is placed on the truck and the core is supported by support legs that are collapsible in the direction of movement of the truck, the core can be installed in the formwork extremely easily.

次にこの発明を第1図に示す実施例について説
明する。即ち内部に撹拌装置を備えたホツパー1
の下部に落下筒29を介してピストン2,2を備
えた押出シリンダー3,3を連設し、押出シリン
ダー3,3の先端側は分岐管4,4を経て注入管
5の一端に連結し、注入管5の他端は連結管6の
一端に連結してある。前記注入管5までの各装置
は従来公知の装置と同一である。前記連結管6の
内側中央には中子7の支持管8が放射状に設けた
支板9よつて堅固に固着されており、連結管外の
支持管8にはコンクリート組品の孔径を考慮した
外径の中子7が嵌装固着されている。前記中子7
は管状(第4図)であつて、支持管8との間は放
射状に配置した支板10によつて支持固着され、
その両端7a,7bは円錐形に絞つて挿入および
脱抜を容易にしてある。前記中子7は、例えば支
杆11,11より適当間隔に支承され、支杆1
1,11は床上のブラケツト13,13へピン1
2,12によつて回転自在に取付けられ、スプリ
ング14,14によつて垂直に保持されている。
従つて型枠15の台車16が矢示17の方向に移
動し(第5図)、台車16の先端部が支杆11,
11に衝突すると、スプリング14,14に抗し
て支杆が矢支18の方向へ倒れ、中子7は型枠1
5内へ支障なく挿入される。そこで中子7が第1
図々示のように型枠内へ完全に挿入せられたなら
ば、前記ピストン2,2を矢示19,20の方向
へ交互に往復動させるので、ホツパー内のコンク
リートは分岐管4,4内を矢示21,22のよう
に送られ、注入管5内では左右分岐管内のコンク
リートが合体して矢示23のように連続的に送ら
れ、型枠15と中子7の間隙S内へ矢示24のよ
うに注入される。前記のようにして間隙S内へコ
ンクリートが充填されたならば、型枠15を矢示
25の方向へ移動させ(型枠15は台車16上へ
載置されているので容易に移動できる)、中子を
抜き出す。この場合に型枠15を若干回転させる
ことができれば、コンクリートが型枠15の内壁
側へ移動するので、中子の脱抜が容易になる。ま
た中子の先端下側に支片26を取付け、中子挿入
時には所定の支持をなし、中子抜出時には支片2
6の高さを減ずるようにしておけば中子を挿入す
る時には支えとなり、中子を抜き出す時には可及
的に抵抗を少なくする効果がある。前記において
は型枠を回転しても中子は回転しないで、中子の
外壁とコンクリートとは摩擦を生じるが、例えば
第6図のように中子の支板をリング27に固定
し、リング27を支持管8へ回転自在に嵌装すれ
ば、型枠回転時に中子を回転することができる。
次に前記実施例においては中子を支杆によつて支
承し、台車進入時に自動的に支杆が回動するよう
にしたが、この発明の装置はこのような具体的構
造に限定を受けるものではない。また第7図は型
枠15を連結管6との固定に際し連結管6の鍔6
aへ型枠15の鍔15aに回動可能に取付けた連
結ボルト28を用いた実施例であるが、このよう
な連結構造に限定を受けるものではない。
Next, the present invention will be described with reference to an embodiment shown in FIG. That is, a hopper 1 equipped with a stirring device inside.
Extrusion cylinders 3, 3 equipped with pistons 2, 2 are connected to the lower part of the cylinder via a drop tube 29, and the tip sides of the extrusion cylinders 3, 3 are connected to one end of an injection pipe 5 via branch pipes 4, 4. , the other end of the injection pipe 5 is connected to one end of a connecting pipe 6. Each device up to the injection tube 5 is the same as a conventionally known device. A support pipe 8 of a core 7 is firmly fixed to the center of the inside of the connecting pipe 6 by a support plate 9 provided radially, and a support pipe 8 outside the connecting pipe is provided with a hole diameter of the concrete assembly taken into consideration. A core 7 having an outer diameter is fitted and fixed. Said core 7
is tubular (FIG. 4), and is supported and fixed by support plates 10 arranged radially between the support tube 8 and the support tube 8.
Both ends 7a and 7b are conically constricted to facilitate insertion and removal. The core 7 is supported, for example, at an appropriate interval from the support rods 11, 11, and
1 and 11 are pins 1 to brackets 13 and 13 on the floor.
2 and 12, and is held vertically by springs 14 and 14.
Therefore, the carriage 16 of the formwork 15 moves in the direction of the arrow 17 (FIG. 5), and the tip of the carriage 16 touches the support rod 11,
11, the support rod falls in the direction of the arrow support 18 against the springs 14, 14, and the core 7 falls against the formwork 1.
5 without any trouble. So Nakako 7 is the first
When the hopper is completely inserted into the formwork as shown in the figure, the pistons 2 and 2 are reciprocated alternately in the directions of arrows 19 and 20, so that the concrete in the hopper is transferred to the branch pipes 4 and 4. The concrete in the left and right branch pipes is combined in the injection pipe 5 as shown by arrows 21 and 22, and is continuously fed as shown in the arrow 23, and is then fed into the gap S between the formwork 15 and the core 7. is injected as shown by arrow 24. Once the gap S has been filled with concrete as described above, the formwork 15 is moved in the direction of the arrow 25 (the formwork 15 is placed on the trolley 16, so it can be easily moved), Pull out the core. In this case, if the formwork 15 can be slightly rotated, the concrete will move toward the inner wall of the formwork 15, making it easier to remove the core. In addition, a support piece 26 is attached to the lower side of the tip of the core to provide a specified support when the core is inserted, and when the core is removed, the support piece 26
If the height of 6 is reduced, it will provide support when inserting the core, and will have the effect of reducing resistance as much as possible when removing the core. In the above case, even if the formwork is rotated, the core does not rotate and friction occurs between the outer wall of the core and the concrete, but for example, as shown in Fig. 6, the support plate of the core is fixed to the ring 27, and the ring 27 is rotatably fitted into the support tube 8, the core can be rotated when the mold is rotated.
Next, in the above embodiment, the core is supported by a support rod, and the support rod automatically rotates when the cart enters the vehicle, but the device of the present invention is limited to such a specific structure. It's not a thing. FIG. 7 also shows the flange of the connecting pipe 6 when the formwork 15 is fixed to the connecting pipe 6.
Although this embodiment uses a connecting bolt 28 rotatably attached to the collar 15a of the formwork 15, the connecting structure is not limited to this.

前記において述べたように、この発明の方法に
よれば、型枠内へ中子を挿入し、中子と型枠内壁
との間隙部へコンクリートを注入するようにした
ので、長大なコンクリート製品を製造する場合に
おいても、注入管は短かくてよいことになり、コ
ンクリートは逐次充填されるので、骨材が分離す
るおそれなくかつ型枠内のコンクリート移動路は
注入管より大きい断面積をとることができるの
で、コンクリートの注入圧力を可及的に低減し得
ると共にスランプ値を小さく抑えることができる
などの諸効果がある。従つてコンクリート製品の
強度を向上し、かつポンプその他の機器、注入パ
イプなどの損耗を激減させる効果もある。またこ
の発明の装置によれば、連結管内に中子の支持管
(必ずしもパイプである必要なく、例えば断面十
字型の支持杆でもよい)を同心円的に固定し、支
持管に中子を嵌装したので、中子を堅固にかつ同
心円的に保持し、型枠の中央部へ容易に挿入セツ
トし得る効果がある。従つて連結管を取換えるこ
とによつて中子も容易に取換えることができる効
果があり、連結管内のコンクリート通過断面も自
由に設計できるので、支持管固定によるコンクリ
ートの通過抵抗の増加は未然に防止することがで
きる。また、型枠は、台車上に設置され、中子を
この台車の移動方向に可倒な支脚で支持したの
で、中子を容易かつ自動的に設置することができ
る。
As mentioned above, according to the method of the present invention, the core is inserted into the formwork and concrete is injected into the gap between the core and the inner wall of the formwork, making it possible to produce long concrete products. Even in the case of manufacturing, the injection pipe can be short, and since the concrete is filled sequentially, there is no risk of aggregate separation, and the concrete movement path within the formwork should have a larger cross-sectional area than the injection pipe. Therefore, there are various effects such as being able to reduce the concrete injection pressure as much as possible and suppressing the slump value to a small value. Therefore, it has the effect of improving the strength of concrete products and drastically reducing wear and tear on pumps, other equipment, injection pipes, etc. Further, according to the device of the present invention, a support tube for the core (not necessarily a pipe, for example, a support rod having a cross-shaped cross section may be used) is fixed concentrically within the connecting tube, and the core is fitted into the support tube. Therefore, the core can be held firmly and concentrically, and can be easily inserted and set into the center of the mold. Therefore, by replacing the connecting pipe, the core can be easily replaced, and the concrete passing cross section in the connecting pipe can be freely designed, so the increase in concrete passing resistance caused by fixing the support pipe can be avoided. can be prevented. Moreover, since the formwork is installed on a truck and the core is supported by support legs that are collapsible in the moving direction of the truck, the core can be easily and automatically installed.

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

第1図はこの発明の実施装置の使用中における
一部を切断した正面図、第2図は同じくコンクリ
ート注入装置の一部平面図、第3図は第1図中A
−A部の断面拡大図、第4図は第1図中B−B部
の断面拡大図、第5図はこの発明の装置における
中子支持の一例を示す正面図、第6図は同じく中
子の他の例を示す一部断面拡大図、第7図は同じ
く連結管と型枠との連結部の一例を示す一部正面
図である。 1……ホツパー、5……注入管、6……連結
管、7……中子、8……支持管、15……型枠、
16……台車。
Fig. 1 is a partially cutaway front view of the apparatus for implementing this invention during use, Fig. 2 is a partial plan view of the concrete pouring apparatus, and Fig. 3 is A in Fig. 1.
- An enlarged sectional view of part A, FIG. 4 is an enlarged sectional view of part B-B in FIG. FIG. 7 is a partially enlarged cross-sectional view showing another example of the child, and FIG. 7 is a partially front view showing an example of the connecting portion between the connecting pipe and the formwork. 1... hopper, 5... injection pipe, 6... connecting pipe, 7... core, 8... support pipe, 15... formwork,
16...Dolly.

Claims (1)

【特許請求の範囲】 1 遠心成形用型枠の中央部へ中子を挿入して遠
心成形コンクリート製品を製造する装置におい
て、 台車上に前記型枠を設置し、このコンクリート
を型枠内で供給するコンクリート注入管の先端
に、連結管の基端を連結し、連結管の内側に中子
の一端を連結すると共に、前記中子は遠心成形用
の型枠へ嵌脱可能に挿入すべく、前記台車の移動
方向に沿つて水平方向に突出配置し、この中子は
前記移動方向に可倒な支脚によつて支持したこと
を特徴とする遠心成形コンクリート製品の製造装
置。
[Scope of Claims] 1. An apparatus for manufacturing centrifugally formed concrete products by inserting a core into the center of a centrifugal forming form, which comprises: installing the form on a cart, and supplying the concrete within the form; The proximal end of the connecting pipe is connected to the tip of the concrete injection pipe, and one end of the core is connected to the inside of the connecting pipe, and the core is removably inserted into the formwork for centrifugal molding. An apparatus for manufacturing a centrifugally formed concrete product, characterized in that the core is disposed protruding horizontally along the moving direction of the cart, and the core is supported by support legs that are collapsible in the moving direction.
JP3229481A 1981-03-06 1981-03-06 Method and device for manufacturing centrifugally molded concrete product Granted JPS57146609A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3229481A JPS57146609A (en) 1981-03-06 1981-03-06 Method and device for manufacturing centrifugally molded concrete product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3229481A JPS57146609A (en) 1981-03-06 1981-03-06 Method and device for manufacturing centrifugally molded concrete product

Publications (2)

Publication Number Publication Date
JPS57146609A JPS57146609A (en) 1982-09-10
JPH0137246B2 true JPH0137246B2 (en) 1989-08-04

Family

ID=12354930

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3229481A Granted JPS57146609A (en) 1981-03-06 1981-03-06 Method and device for manufacturing centrifugally molded concrete product

Country Status (1)

Country Link
JP (1) JPS57146609A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NZ216568A (en) * 1985-06-18 1988-07-28 Graeme Reginald Hume Casting concrete pipes around expandable mandrel

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54160425A (en) * 1978-06-09 1979-12-19 Okabe Kenzaiten Kk Method and apparatus for making concrete pipe
JPS5716310B2 (en) * 1978-12-09 1982-04-03

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS607129Y2 (en) * 1980-07-01 1985-03-09 日立造船株式会社 Internal degassing type

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54160425A (en) * 1978-06-09 1979-12-19 Okabe Kenzaiten Kk Method and apparatus for making concrete pipe
JPS5716310B2 (en) * 1978-12-09 1982-04-03

Also Published As

Publication number Publication date
JPS57146609A (en) 1982-09-10

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