JPH0113402B2 - - Google Patents

Info

Publication number
JPH0113402B2
JPH0113402B2 JP57114009A JP11400982A JPH0113402B2 JP H0113402 B2 JPH0113402 B2 JP H0113402B2 JP 57114009 A JP57114009 A JP 57114009A JP 11400982 A JP11400982 A JP 11400982A JP H0113402 B2 JPH0113402 B2 JP H0113402B2
Authority
JP
Japan
Prior art keywords
formwork
vibration
demolding
concrete
wheels
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
JP57114009A
Other languages
Japanese (ja)
Other versions
JPS595010A (en
Inventor
Shunichi Motojima
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.)
Chiyoda Technical and Industrial Co Ltd
Original Assignee
Chiyoda Technical and Industrial 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 Chiyoda Technical and Industrial Co Ltd filed Critical Chiyoda Technical and Industrial Co Ltd
Priority to JP57114009A priority Critical patent/JPS595010A/en
Publication of JPS595010A publication Critical patent/JPS595010A/en
Publication of JPH0113402B2 publication Critical patent/JPH0113402B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 この発明は即時脱型式コンクリート成形装置に
関し、型枠を下から加振する振動テーブルを有す
ること、そして、そのテーブルは両端面に小車輪
をつけ簡易レール沿いに外方へ取出せるものであ
ることを主な特徴とする。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an instant demolding type concrete forming apparatus, which has a vibration table that vibrates the formwork from below, and the table has small wheels on both end faces and is moved outwardly along simple rails. The main feature is that it can be taken out.

従来の下方脱型式即時脱型装置は、底なし型枠
に硬練コンクリートを充填し、その型枠の側壁に
振動を与え、必要に応じて上方からのプレス板に
も振動を与えて加圧成形している。しかし、成形
した製品を載せて下方へ降ろす製品受板には振動
を与えられない。そのため製品の深部の密度が直
接、振動衝撃を受ける上面、側面に比し劣るのは
やむを得なかつた。
Conventional downward demolding type instant demolding equipment fills a bottomless form with hardened concrete, applies vibration to the side walls of the form, and, if necessary, applies vibration to a press plate from above to perform pressure forming. are doing. However, vibration cannot be applied to the product receiving plate on which the molded product is placed and lowered. Therefore, it is unavoidable that the density of the deep part of the product is inferior to that of the top and side surfaces, which are directly subjected to vibrational shock.

本出願人はこの点を改善し、型枠に下からの振
動も与える装置を開発し、特願昭56−92963号と
して特許出願ずみである。
The present applicant has improved this point and developed a device that also applies vibrations to the formwork from below, and has filed a patent application for the same in Japanese Patent Application No. 56-92963.

その振動テーブルは脱型装置を兼ね、大がかり
な振動設備と緩衝設備がつくので、従来の簡単な
脱型設備に比べ、その補修や製品変更にともなう
模様変え等の作業が面倒であつた。天井走行クレ
ーンを使えないのである。
The vibrating table also serves as a demolding device and is equipped with large-scale vibration and buffer equipment, making repairs and design changes when changing products more difficult than with conventional, simple demolding equipment. Overhead cranes cannot be used.

今回の発明は、この振動テーブルを簡単に外部
へ取出して手入れできるようにしたのである。
The present invention allows this vibrating table to be easily taken out for maintenance.

第1〜3図はこの発明一実施例の全体を示すも
ので、その主要部は第1、及び第2コンクリート
供給装置1,1′、プレス装置2、型枠Mの支持
装置3、振動テーブル17を含む脱型装置4に大
別できる。構造的には機体の一部をなす左右各一
本の支柱5,5夫々の中間高さに固定した型枠支
持装置3と、両支柱5,5の上部を案内柱として
昇降するプレス装置2のプレス梁20、同じく下
部を案内柱として昇降する脱型用梁30が夫々の
部品を付けた形で、左右のコンクリート供給装置
1,1′は従来どおりの定量摺動ホツパー方式で
ある。
1 to 3 show the entire embodiment of this invention, the main parts of which are first and second concrete supply devices 1 and 1', a press device 2, a support device 3 for formwork M, and a vibration table. It can be roughly divided into demolding devices 4 including 17. Structurally, there is a formwork support device 3 fixed at the mid-height of each of the right and left columns 5, 5, which form part of the fuselage, and a press device 2 that moves up and down using the upper parts of both columns 5, 5 as guide columns. The press beam 20 and the demolding beam 30, which also move up and down using the lower part as a guide column, are attached with their respective parts, and the left and right concrete supply devices 1 and 1' are of the conventional quantitative sliding hopper type.

プレス梁20の昇降駆動は左右の油圧シリンダ
21によつているが、このシリンダ21は基台上
でなく、脱型用梁30の左右端から立上つてい
る。そして、その脱型用梁30は基台上に立つ油
圧シリンダ31により昇降する。もつとも、梁3
0は型枠支持装置3から左右へ出たストツパー6
に、梁30両端の調節ネジ6aが当つて上限とな
るようにしている。
The press beam 20 is driven up and down by left and right hydraulic cylinders 21, but these cylinders 21 are raised not from the base but from the left and right ends of the demolding beam 30. The demolding beam 30 is raised and lowered by a hydraulic cylinder 31 that stands on a base. However, beam 3
0 is a stopper 6 that comes out from the formwork support device 3 to the left and right
The adjustment screws 6a at both ends of the beam 30 are in contact with each other so that the upper limit is reached.

プレス装置2はその梁20上面に振動用モータ
7,7を置き、発振体8を回し、プレス板9を振
動させ、プレス板9下面に付けたコンクリート押
板9aに振動を伝えるようにしている。
The press device 2 has vibration motors 7, 7 placed on the upper surface of the beam 20, rotates the oscillator 8, vibrates the press plate 9, and transmits the vibration to the concrete pressing plate 9a attached to the lower surface of the press plate 9. .

型枠Mの支持装置3は支柱5,5の適当な高さ
に垂直に固定された一対の垂直部材である垂直矩
形板10,10であつて、この対の垂直矩形板1
0,10は型枠Mや、振動テーブル17の両側面
間の幅よりも広い間隔を保つと共に、その上部に
型枠Mの四隅を緩衝部を介して抑える抑え材11
をつけ、中間部に型枠Mの左右下縁を支えるブラ
ケツト12をつけている。そして、この両垂直矩
形板の相対向した内側下部にほゞ水平に左右レー
ル13用棒材を取付けている。
The support device 3 for the formwork M is a pair of vertical rectangular plates 10, 10, which are vertical members fixed perpendicularly to appropriate heights of the supports 5, 5.
0 and 10 are holding members 11 that maintain a gap wider than the width between both sides of the formwork M and the vibration table 17, and hold down the four corners of the formwork M via buffer portions on the top thereof.
A bracket 12 for supporting the left and right lower edges of the formwork M is attached to the middle part. Bars for the left and right rails 13 are attached substantially horizontally to the opposing inner lower portions of both vertical rectangular plates.

ブラケツト12は型枠Mが振動テーブル17に
載せた製品受板14で支えられない時、それは製
品を脱型する時だけ、ブラケツト12によつて第
3図のように支持される。受板14は型枠M内の
コンクリートを支えると同時に型枠Mそのものも
支持するのであつて、脱型装置4の振動テーブル
17を下げながら、プレス装置2、プレス板9、
その下に付けた型枠Mに適合する押板9aの三者
を下げると、型枠Mはブラケツト12に停めら
れ、受板14上に製品Aが載つて図のように降下
する。ブラケツト12は振動テーブル17を上昇
させ、受板14によつて型枠Mを支持しているコ
ンクリート供給、加圧、振動時は第4図のように
型枠M下面から離れ遊んでいる。
The bracket 12 is supported by the bracket 12 as shown in FIG. 3 only when the mold M is not supported by the product receiving plate 14 placed on the vibrating table 17, and when the product is to be demolded. The receiving plate 14 supports the concrete in the formwork M and at the same time supports the formwork itself.
When the three push plates 9a that fit the formwork M attached below are lowered, the formwork M is stopped on the bracket 12, the product A is placed on the receiving plate 14, and the product A is lowered as shown in the figure. The bracket 12 raises the vibration table 17, and during concrete supply, pressurization, and vibration, when the formwork M is supported by the receiving plate 14, the bracket 12 moves away from the lower surface of the formwork M, as shown in FIG.

脱型用梁30で振動テーブル17を上げて型枠
Mをブラケツト12上から押上げ浮かすと、スト
ツパー6が脱型用梁30の上昇を制するが、また
矩形板10についた押え材11が弾力的に型枠M
上面を抑える。同時にプレス装置2を上昇させて
コンクリート押板9aを一ぱいに引上げ、側方か
ら、まず第1コンクリート供給装置1により周知
の移動ホツパー1aを繰出して下層コンクリート
を型枠M内へ落す。その間、振動テーブル17は
後述の加振機構により型枠Mに振動を与え投入コ
ンクリートを平らにする。
When the vibration table 17 is raised by the demolding beam 30 and the formwork M is lifted up and lifted from above the bracket 12, the stopper 6 controls the rise of the demolding beam 30, but the presser material 11 attached to the rectangular plate 10 also Formwork M elastically
Hold down the top. At the same time, the press device 2 is raised to fully pull up the concrete pressing plate 9a, and from the side, the first concrete supply device 1 first feeds out a known movable hopper 1a to drop the lower layer concrete into the formwork M. During this time, the vibration table 17 applies vibration to the formwork M using a vibration mechanism to be described later to flatten the poured concrete.

第1供給装置1の移動ホツパー1aが戻つた
ら、反対側で待機した第2コンクリート供給装置
1′がその移動ホツパー1a′を繰出して型枠M内
へ上層コンクリートを投入する。そして、そのホ
ツパー1a′が戻つたら、プレス装置2を下げ、押
板9aにより投入コンクリートを強圧して成形を
終える。これらの工程は従来と変らない。
When the movable hopper 1a of the first supply device 1 returns, the second concrete supply device 1' waiting on the opposite side brings out the movable hopper 1a' and pours the upper layer concrete into the formwork M. Then, when the hopper 1a' returns, the press device 2 is lowered and the charged concrete is strongly pressed by the press plate 9a to complete the forming. These processes are the same as before.

さて、その製品Aを受板14に載せて降下する
振動テーブル17は、型枠M内コンクリートに下
から振動を加えるという新しい機能と、さらにこ
の実施例は型枠Mを位置決めピン15によつて水
平方向の位置決めをする機能をもつている。
Now, the vibration table 17, which lowers the product A by placing it on the receiving plate 14, has a new function of applying vibration to the concrete inside the formwork M from below. It has the function of horizontal positioning.

第4,5図に拡大して示すが、受板14は緩衝
ゴム16を介して、また振動テーブル17は空気
バネ18を介して脱型用梁30に載つている。梁
30につけた四個のモータ7が発振体8を回しテ
ーブル17を強振する。第3図の24はテーブル
17の下降限ストツパーで、空気バネ18から空
気を抜いた時に支持作用をする。
As shown enlarged in FIGS. 4 and 5, the receiving plate 14 is mounted on a demolding beam 30 via a cushioning rubber 16, and the vibration table 17 is mounted via an air spring 18. Four motors 7 attached to the beam 30 rotate the oscillating body 8 and strongly vibrate the table 17. Reference numeral 24 in FIG. 3 is a lowering limit stopper for the table 17, which acts as a support when air is released from the air spring 18.

第4図は振動テーブル17を上昇させ、その上
面のピン15を型枠Mのピン受穴に通して型枠M
を浮かした状態を示す。この状態でコンクリート
投入、振動、加圧を終える。型枠Mの側面に車輪
装置用軸穴19がある。車輪は取出し直前に装着
するが、常時装着にしてもよい。
In Figure 4, the vibration table 17 is raised, and the pins 15 on the upper surface of the table are passed through the pin receiving holes of the formwork M.
It shows the state where it is floating. In this state, concrete pouring, vibration, and pressurization are completed. There is a shaft hole 19 for a wheel device on the side surface of the formwork M. The wheels are attached immediately before removal, but they may be attached all the time.

第4図の状態から振動テーブル17を降下させ
れば、第3図のように脱型した製品Aを取出せ
る。しかし、型枠Mを外へ取出して修理するか、
交換するには、この場合、ブラケツト12を取は
ずす。そして振動テーブル17を下げれば第5図
のように車輪22がレール13に載り、型枠Mを
外へ取出せる。
If the vibrating table 17 is lowered from the state shown in FIG. 4, the demolded product A can be taken out as shown in FIG. However, whether to take formwork M outside and repair it,
To replace it, in this case, the bracket 12 is removed. Then, when the vibration table 17 is lowered, the wheels 22 are placed on the rails 13 as shown in FIG. 5, and the formwork M can be taken out.

なお、この実施例は第2コンクリート供給装置
1′が可動式で、必要に応じて本装置へ接続する
ので、これに補足レール13aを付けておき、本
装置側レール13と接続分離可能にしている。
In this embodiment, the second concrete supply device 1' is movable and is connected to the main device as needed, so a supplementary rail 13a is attached to it so that it can be connected and separated from the rail 13 on the main device side. There is.

さて、この発明の主役である振動テーブル17
の両側部にも、車輪取付部19aがあり、テーブ
ル17の両側面に小車輪22aを取付けられる。
型枠Mの車輪取付部19は側面にあけた車軸受入
穴であつたが、テーブル17の方は側面に穴をあ
ける余地がないので、車軸受入穴つきブロツクを
テーブルの側部上面に固定して取付部19aとし
ている。車輪22aは型枠用車輪22と同形で、
装着法も同じである。
Now, the vibration table 17 which is the main character of this invention
There are also wheel attachment parts 19a on both sides of the table 17, and small wheels 22a can be attached to both sides of the table 17.
The wheel attachment part 19 of the formwork M was an axle receiving hole drilled on the side, but since there was no room for making a hole on the side of the table 17, a block with an axle receiving hole was fixed to the top surface of the side of the table. This is the mounting portion 19a. The wheels 22a have the same shape as the formwork wheels 22,
The mounting method is also the same.

装着時は脱型用梁30の高さを油圧シリンダ3
1により加減して第6図の位置に停めると、両側
の垂直矩形板10の窓10aから車輪22aをそ
の取付部19aにはめられる。そして、その位置
から下げると車輪22aはレール13上に載る。
つまり、レール13は型枠Mにもテーブル17に
も使える。もつとも、レール13を共用するた
め、テーブル17の方の車輪22aは、この実施
例では車輪22aをつけ放しにできない。レール
13の高さをこえてテーブル17が上昇する時、
車輪22aがレール13下面に当るからである。
When installing, adjust the height of the demolding beam 30 to the hydraulic cylinder 3.
1 and parked at the position shown in FIG. 6, the wheels 22a can be fitted into the mounting portions 19a through the windows 10a of the vertical rectangular plates 10 on both sides. When lowered from that position, the wheels 22a rest on the rails 13.
In other words, the rail 13 can be used for both the formwork M and the table 17. However, since the rails 13 are shared, the wheels 22a of the table 17 cannot be left on in this embodiment. When the table 17 rises above the height of the rail 13,
This is because the wheels 22a touch the lower surface of the rail 13.

第6,7図のテーブル17下面の発振体8の端
のVベルト用プリー25は第3図のモータ7の駆
動を受けるものでベルトを画いていない。発振体
8を支えるブラケツト26から下へ伸びた調節ボ
ルト27は脱型用梁30側につけた防振ゴム28
により第3,6図のように支えられているが、テ
ーブル17をレール13に載せて、さらに梁30
を下げると第7図のように離れる。そして、第7
図にだけ示した梁30上のテーブル位置決めピン
29が、テーブル17から抜け出て露出する。こ
れでテーブル17をレール13沿いに取出せる。
The V-belt pulley 25 at the end of the oscillator 8 on the lower surface of the table 17 in FIGS. 6 and 7 is driven by the motor 7 in FIG. 3 and does not represent a belt. The adjustment bolt 27 extending downward from the bracket 26 supporting the oscillator 8 is connected to a vibration isolating rubber 28 attached to the demolding beam 30 side.
The table 17 is supported by a beam 30 as shown in FIGS. 3 and 6.
If you lower it, it will separate as shown in Figure 7. And the seventh
The table positioning pin 29 on the beam 30, shown only in the figure, comes out of the table 17 and is exposed. The table 17 can now be taken out along the rail 13.

以上、一実施例によつて説明したが、この発明
は脱型用製品受板を昇降可能な振動テーブルによ
り支える事、そして、そのテーブル両側に小車輪
をつけレール沿いに外部へ取出せるようにした事
を主な特徴とするもので、その要旨を変えること
なく設計条件に応じて多様に変化、応用が行われ
得る。振動テーブルの昇降機構は脱型装置と共用
すると限らない。例えば上方脱型、反転脱型用型
枠の下面を振動テーブルで加振してもよいのであ
る。
As explained above using one embodiment, this invention supports a product receiving plate for demolding by a vibrating table that can be raised and lowered, and small wheels are attached to both sides of the table so that it can be taken out to the outside along a rail. Its main feature is that it can be varied and applied in a variety of ways depending on the design conditions without changing its gist. The elevating mechanism of the vibrating table is not necessarily shared with the demolding device. For example, the lower surface of the mold for upper demolding and reverse demolding may be vibrated with a vibration table.

この発明は即時脱型用型枠に初めて下からも振
動を加える道を開き、即時脱型コンクリート製品
の深部密度を著増させた。そして型枠下方に複雑
な振動テーブルを昇降可能に設けたため、その保
守が困難になつた面は、テーブル両側面に小車輪
が付くようにし、また機体に垂直に支持された対
の垂直部材の相対向した内側に水平に棒材を取付
けただけの簡易レールを設けるという簡単な部品
追加により、テーブルを外へ出し楽に手入れする
という保守方法を実現した。
This invention opened the way for the first time to apply vibration to instant demolding formwork from below, and significantly increased the deep density of instant demolding concrete products. A complicated vibrating table was installed below the formwork so that it could be raised and lowered, which made maintenance difficult. By adding simple parts such as installing simple rails with horizontal bars attached to the opposite sides, we have realized a maintenance method that allows the table to be taken outside for easy maintenance.

上記実施例の振動テーブルの保守時間、労力
は、この発明の適用により、適用前の数分の一に
減少した。
By applying the present invention, the maintenance time and labor for the vibrating table of the above embodiment have been reduced to a fraction of what they were before application.

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

第1図はこの発明の一実施例立面図、第2,3
図はその平面図と側面図、第4図はコンクリート
投入、加圧が終つた時の型枠、振動テーブルの関
係説明図、第5図は同じく型枠を機外へ取出す際
の関係説明図、第6図は振動テーブル両端に小車
輪をつけた状態の説明図、第7図はテーブルをレ
ールに載せ昇降機構を下へ離した状態の説明図、
第8図は振動テーブルの側面説明図である。 5は支柱(機体)、8は発振体、10は垂直矩
形板(垂直部材)、13はレール、17は振動テ
ーブル、18は空気バネ(緩衝体)、22aは小
車輪、30は脱型用梁(振動テーブル支持機構)
である。
Figure 1 is an elevational view of one embodiment of this invention, Figures 2 and 3
The figure is a plan view and side view, Figure 4 is an explanatory diagram of the relationship between the formwork and vibration table after concrete is poured and pressurized, and Figure 5 is an explanatory diagram of the relationship when the formwork is taken out of the machine. , Fig. 6 is an explanatory diagram of a state in which small wheels are attached to both ends of the vibrating table, and Fig. 7 is an explanatory diagram of a state in which the table is placed on a rail and the elevating mechanism is released downward.
FIG. 8 is an explanatory side view of the vibration table. 5 is a column (body), 8 is an oscillating body, 10 is a vertical rectangular plate (vertical member), 13 is a rail, 17 is a vibration table, 18 is an air spring (buffer), 22a is a small wheel, 30 is for demolding Beam (vibrating table support mechanism)
It is.

Claims (1)

【特許請求の範囲】[Claims] 1 型枠を機体が宙に水平支持した即時脱型式コ
ンクリート成形装置において、その型枠の下方に
水平に置かれた発振体つき振動テーブルと、この
振動テーブルを緩衝体を介して前記機体に支持す
る機構と、上記振動テーブルの両側面に取付けら
れて各側面から外に突出する小車輪と、前記振動
テーブルの両側面間の幅よりも広い間隔を保つて
前記機体に垂直に支持された相対向する対の垂直
部材と、前記小車輪を載せて振動テーブルを外方
へ導くよう上記各垂直部材の相対向した内側にほ
ぼ水平に取付けられた左右レール用棒材とを備え
る事を特徴とする即時脱型式コンクリート成形装
置。
1. In an instant demolding type concrete forming apparatus in which a formwork is horizontally supported in the air by a machine body, a vibration table with an oscillator is placed horizontally below the formwork, and this vibration table is supported on the machine body via a buffer body. a mechanism, small wheels attached to both sides of the vibrating table and protruding outward from each side, and opposing wheels supported perpendicularly to the machine body with a gap wider than the width between the both sides of the vibrating table. and left and right rail rods mounted substantially horizontally on opposing inner sides of each of the vertical members so as to carry the small wheels and guide the vibration table outward. Immediate demolding concrete forming equipment.
JP57114009A 1982-07-02 1982-07-02 Instantaneous mold-release type concrete molding device Granted JPS595010A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57114009A JPS595010A (en) 1982-07-02 1982-07-02 Instantaneous mold-release type concrete molding device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57114009A JPS595010A (en) 1982-07-02 1982-07-02 Instantaneous mold-release type concrete molding device

Publications (2)

Publication Number Publication Date
JPS595010A JPS595010A (en) 1984-01-11
JPH0113402B2 true JPH0113402B2 (en) 1989-03-06

Family

ID=14626766

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57114009A Granted JPS595010A (en) 1982-07-02 1982-07-02 Instantaneous mold-release type concrete molding device

Country Status (1)

Country Link
JP (1) JPS595010A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6296068U (en) * 1985-12-02 1987-06-19

Also Published As

Publication number Publication date
JPS595010A (en) 1984-01-11

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