JPH0251366B2 - - Google Patents

Info

Publication number
JPH0251366B2
JPH0251366B2 JP21686584A JP21686584A JPH0251366B2 JP H0251366 B2 JPH0251366 B2 JP H0251366B2 JP 21686584 A JP21686584 A JP 21686584A JP 21686584 A JP21686584 A JP 21686584A JP H0251366 B2 JPH0251366 B2 JP H0251366B2
Authority
JP
Japan
Prior art keywords
mold
pallet
molding
outer mold
pipe
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
JP21686584A
Other languages
Japanese (ja)
Other versions
JPS6194704A (en
Inventor
Jiro Sakurai
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.)
SAKURAI KENZAI SANGYO KK
Original Assignee
SAKURAI KENZAI SANGYO 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 SAKURAI KENZAI SANGYO KK filed Critical SAKURAI KENZAI SANGYO KK
Priority to JP21686584A priority Critical patent/JPS6194704A/en
Publication of JPS6194704A publication Critical patent/JPS6194704A/en
Publication of JPH0251366B2 publication Critical patent/JPH0251366B2/ja
Granted 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】 (産業上の利用分野) 本発明は水、セメント比が小さな極めて固練り
のコンクリート材に強力な振動を与えて締め固め
る振圧成型により円管、卵形管、角管等のコンク
リートパイプを成形する方法に関するものであ
る。
Detailed Description of the Invention (Field of Industrial Application) The present invention is capable of producing circular pipes, oval pipes, square This invention relates to a method for forming concrete pipes such as pipes.

(従来の技術) 現今、外型と中型とに振動を与え、コンクリー
ト材を締め固めるコンクリートパイプの成形方法
が採用されているが、この成形方法は振動による
騒音を防止するために地下にピツトを形成し、こ
のピツト内で成形を行ない、成形後、外型と共に
成形パイプを地上に引上げることにより中型の脱
型を行ない、更に外型により被われた成形パイプ
を養生場所に移し、外型からパレツトを切り離し
た後、外型を引上げて脱型している。
(Prior art) Currently, a concrete pipe forming method is used in which concrete pipes are compacted by applying vibrations to the outer and middle molds, but this forming method requires the use of underground pits to prevent noise caused by vibrations. After forming, the molded pipe is pulled up to the ground together with the outer mold to remove the middle mold, and the molded pipe covered with the outer mold is moved to a curing place, and the outer mold is removed. After separating the pallet from the mold, the outer mold is pulled up and demolded.

(発明が解決しようとする問題点) そのためこのような従来の成形方法にあつては
押圧成形した成形パイプを下端にパレツトをロツ
クした外型と共にクレーンにより引上げ、これを
養生場所に移す間に成型作業が中断される欠点が
あつた。これを連続成形しようとするには複数個
の外型が必要であり、極めて不経済であつた。ま
たその場合、ピツトからの成形パイプの引上げ及
び新たな外型のピツトへの挿入を行なうクレーン
と養生場所への搬送と脱型用のクレーンとが必要
であり、また成形後、外型と共に成形パイプをク
レーンで中型から引き抜く際、成形パイプと外型
の重量以外にコンクリート材と中型の摩擦抵抗が
作用するので安全性を期するためにクレーンの容
量を相当大きく設計する必要があり、これに伴な
い装置全体が大型化、複雑化し、故障率も高くな
る欠点があつた。
(Problem to be solved by the invention) Therefore, in such a conventional forming method, the press-formed pipe is lifted up with a crane together with the outer mold with a pallet locked at the lower end, and the molding is carried out while the pipe is moved to a curing place. There was a drawback that work was interrupted. Continuous molding of this requires a plurality of outer molds, which is extremely uneconomical. In that case, a crane is required to pull up the molded pipe from the pit and insert the new outer mold into the pit, and a crane to transport it to the curing area and remove the mold. When the pipe is pulled out from the medium size by a crane, in addition to the weight of the formed pipe and the outer mold, frictional resistance between the concrete material and the medium size acts, so in order to ensure safety, it is necessary to design the capacity of the crane to be considerably large. The accompanying drawbacks were that the entire device became larger and more complex, and the failure rate increased.

本発明はこのような従来のコンクリートパイプ
の成形方法に鑑み、一対の外型と中型により連続
成型ができるようにし、且装置を簡素化して故障
率も少なくしたコンクリートパイプの成形方法に
係るものである。
In view of such conventional concrete pipe forming methods, the present invention relates to a concrete pipe forming method that enables continuous forming using a pair of outer and middle molds, and also simplifies the equipment and reduces the failure rate. be.

(問題点を解決するための手段) 即ち、本発明は地下のピツト内に外型を設置
し、中型を昇降自在としてこの中型と外型との間
に形成された成形空間内にパレツトと鉄筋を挿入
してパレツトを中空の下端に保持させた後、外型
と中型とを振動させながら成形空間内にコンクリ
ート材を投入して締め固めを行ない、所定量のコ
ンクリート材が投入された後、成形空間の上端に
成形リングを嵌合してこれを外型の上端にロツク
し、引続きピツト内に設置された押上げ機構によ
り中型を押上げることによりコンクリート材を加
圧し、且つ上端部を成形してから成形リングを離
脱し、更に中型を押上げることにより外型脱型を
行ない、地上においてパレツトを保持し、中型を
外型内に下降することにより中型脱型及び外型内
への挿入を行ない、パレツトに保持された成形パ
イプを養生場所に移動する方法である。
(Means for solving the problem) That is, the present invention installs an outer mold in an underground pit, allows the middle mold to move up and down, and places pallets and reinforcing bars in the molding space formed between the middle mold and the outer mold. is inserted to hold the pallet at the lower end of the hollow, then concrete is poured into the molding space and compacted while vibrating the outer mold and the middle mold. After a predetermined amount of concrete has been poured, A molding ring is fitted to the upper end of the molding space and locked to the upper end of the outer mold, and then a push-up mechanism installed in the pit pushes up the middle mold to pressurize the concrete material and form the upper end. After that, the molding ring is removed and the middle mold is further pushed up to remove the outer mold.The pallet is held on the ground and the middle mold is lowered into the outer mold to remove the middle mold and insert it into the outer mold. In this method, the molded pipes held on pallets are moved to a curing area.

(実施例) 次に本発明に係るコンクリートパイプの成形方
法の一実施例を図面に基いて説明すると、地下の
ピツト1内に設置された外型2と、該外型2内に
上方より挿入された中型3との間に成形空間4を
形成し、この成形空間4内にパレツト5と鉄筋6
を挿入してパレツト5を中型3の下端に支持させ
た後、中型3内に装備した振動機7により中型3
及び外型2を振動させながら成形空間4内に水、
セメント比の小さな極めて固練りのコンクリート
材8を投入すれば、コンクリート材8は下部より
徐々に締め固められる。
(Example) Next, an example of the concrete pipe forming method according to the present invention will be described based on the drawings. A molding space 4 is formed between the molded medium mold 3, and a pallet 5 and reinforcing bars 6 are placed in this molding space 4.
After inserting the pallet 5 to support the lower end of the medium 3, the vibrator 7 installed inside the medium 3
and water in the molding space 4 while vibrating the outer mold 2.
When extremely hard concrete material 8 with a small cement ratio is introduced, the concrete material 8 is gradually compacted from the bottom.

このコンクリート材8が所定量投入され締め固
められて成形空間4の上端に達したとき、成形空
間4の上端に成形リング9を嵌合し、その外周を
外型2の上端に締結合金具10によりロツクした
後、ビツト1上に樹立し、且中型3の底板11を
貫通してロツドの先端を天板12の下面に連結し
た油圧シリンダ13により中型3を押上げれば、
コンクリート材8全体が加圧され、且つコンクリ
ート材8の上端部が加圧成形される。
When a predetermined amount of this concrete material 8 is poured and compacted and reaches the upper end of the molding space 4, a molding ring 9 is fitted to the upper end of the molding space 4, and its outer periphery is fastened to the upper end of the outer mold 2 by a metal fitting 10. After locking, the medium size 3 is pushed up by the hydraulic cylinder 13 which is established on the bit 1 and penetrates through the bottom plate 11 of the medium size 3 and connects the tip of the rod to the bottom surface of the top plate 12.
The entire concrete material 8 is pressurized, and the upper end of the concrete material 8 is pressure-formed.

そこで成形リンク9のロツクを解除して成形空
間4から離脱し、油圧シリンダ13により中型3
を更に押上げれば成形パイプ14は外型2から脱
型され、中型3及びパレツト5に保持されて地上
に露出するから、このとき地上に装備した支持装
置15を前進させてその先端によりパレツト5を
水平に保持させた後、油圧シリンダ13を後退さ
せ中型3を下降すれば、成形パイプ14から中型
3が脱型され、その中型3はピツト1内の外型2
内に挿入されて次の成形に対処するのである。一
方、支持装置15により地上に支持された成形パ
イプ14は走行クレーン、天井クレーン等を用い
て養生場所に移動する。この移動中に成形空間4
内にはパレツト5及び鉄筋がセツトされコンクリ
ート材8が投入され、引続き成形が行われるので
ある。
Then, the molding link 9 is unlocked and removed from the molding space 4, and the medium mold 3 is moved by the hydraulic cylinder 13.
If the molded pipe 14 is pushed up further, it will be released from the outer mold 2, held by the middle mold 3 and the pallet 5, and exposed on the ground. After holding the mold horizontally, the hydraulic cylinder 13 is retreated and the middle mold 3 is lowered, and the middle mold 3 is removed from the forming pipe 14.
It is inserted into the mold to handle the next molding. On the other hand, the formed pipe 14 supported on the ground by the support device 15 is moved to a curing place using a traveling crane, an overhead crane, or the like. During this movement, the molding space 4
Pallets 5 and reinforcing bars are set inside, concrete material 8 is poured, and forming continues.

(効果) 以上詳述したように本発明に係るコンクリート
パイプの成型方法は、ピツト内において成形され
た成形パイプを中型の昇降のみにより外型及び中
型の脱型を行ない、且つ成形パイプをピツト内か
ら地上に押上げて直ちに養生場所に移動し得るも
のであり、しかもこの移動と同時に次の成形サイ
クルに入ることができるので、一対の外型と中型
とにより連続成形を行ない得るものである。また
本発明にあつてはビツト内に設置した押上げ機構
により中型の押上げを行うため、安全性が高く、
全体の装置が簡素化され、これに伴ない故障発生
を少くすることができるものである。
(Effects) As detailed above, the concrete pipe forming method according to the present invention removes the outer mold and the middle mold by only raising and lowering the middle mold from the molded pipe formed in the pit, and It can be pushed up to the ground and immediately moved to a curing place, and at the same time the next molding cycle can be started, continuous molding can be performed using a pair of outer and middle molds. In addition, in the present invention, the medium size is pushed up by the push-up mechanism installed inside the bit, so safety is high.
The entire device is simplified, and the occurrence of failures can be reduced accordingly.

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

第1図は本発明の一実施例においてコンクリー
ト材の投入及び締め固め状態を示す説明図、第2
図は同上実施例においてコンクリート材の加圧及
び上端部の加圧成形状態を示す説明図、第3図は
同上実施例における外型の脱型状態を示す説明
図、第4図は同上実施例における中型の脱型状態
を示す説明図。 1;ピツト、2;外型、3;中型、4;成形空
間、5;パレツト、6;鉄筋、8;コンクリート
材、9:成形リング、13;油圧シリンダ、1
4;成形パイプ。
Fig. 1 is an explanatory diagram showing the charging and compaction state of concrete material in one embodiment of the present invention;
The figure is an explanatory diagram showing the state of pressurization of the concrete material and the pressure forming of the upper end in the same example. Figure 3 is an explanatory diagram showing the demolded state of the outer mold in the same example. Figure 4 is the same example. FIG. 1; pit, 2; outer mold, 3; medium mold, 4; molding space, 5; pallet, 6; reinforcing bar, 8; concrete material, 9: molding ring, 13; hydraulic cylinder, 1
4; Molded pipe.

Claims (1)

【特許請求の範囲】[Claims] 1 地下のピツト内に設置された外型と、該外型
内に上方より挿入された中型との間に形成された
成形空間内にパレツトと鉄筋とを挿入し、パレツ
トを中型の下端に保持させた後、成形空間内に上
方よりコンクリート材を投入しながら振動締め固
めを施し、所定量のコンクリート材が投入された
後、成形空間の上端に成形リングを嵌合してこれ
を外型にロツクし、ピツト内に設置した押上げ機
構により中型を押上げることによりコンクリート
材全体を加圧しながら上端部を成形し、次に成形
リングのロツクを解除し、該成形リングを成形空
間から離脱した後、中型を前記押上げ機構により
パレツト及び成形パイプと共に外型の上方へ押上
げ、パレツトを地上において保持して中型を外型
内に下降させることにより中型を脱型しながらこ
れを外型内に挿入して次の成型に備えて成形空間
を形成し、且つパレツトに保持されている成形パ
イプを養生場所に移動して養生することを特徴と
したコンクリートパイプの成形方法。
1. Insert the pallet and reinforcing bars into the molding space formed between the outer mold installed in the underground pit and the middle mold inserted from above into the outer mold, and hold the pallet at the lower end of the middle mold. After that, vibration compaction is performed while concrete material is poured into the molding space from above, and after a predetermined amount of concrete material has been poured, a molding ring is fitted to the upper end of the molding space and it is molded into the outer mold. The mold was locked, and a push-up mechanism installed in the pit pushed up the middle mold to form the upper end while pressurizing the entire concrete material.Then, the lock of the molding ring was released, and the molding ring was removed from the molding space. After that, the middle mold is pushed up together with the pallet and the molding pipe above the outer mold by the push-up mechanism, the pallet is held on the ground, and the middle mold is lowered into the outer mold, thereby removing the middle mold and moving it into the outer mold. A method for forming a concrete pipe characterized by inserting the pipe into a pallet to form a forming space in preparation for the next forming, and moving the formed pipe held on a pallet to a curing place for curing.
JP21686584A 1984-10-16 1984-10-16 Method of molding concrete pipe Granted JPS6194704A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21686584A JPS6194704A (en) 1984-10-16 1984-10-16 Method of molding concrete pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21686584A JPS6194704A (en) 1984-10-16 1984-10-16 Method of molding concrete pipe

Publications (2)

Publication Number Publication Date
JPS6194704A JPS6194704A (en) 1986-05-13
JPH0251366B2 true JPH0251366B2 (en) 1990-11-07

Family

ID=16695115

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21686584A Granted JPS6194704A (en) 1984-10-16 1984-10-16 Method of molding concrete pipe

Country Status (1)

Country Link
JP (1) JPS6194704A (en)

Also Published As

Publication number Publication date
JPS6194704A (en) 1986-05-13

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