JPH04108943A - Manufacturing method of cylindrical block - Google Patents

Manufacturing method of cylindrical block

Info

Publication number
JPH04108943A
JPH04108943A JP2229416A JP22941690A JPH04108943A JP H04108943 A JPH04108943 A JP H04108943A JP 2229416 A JP2229416 A JP 2229416A JP 22941690 A JP22941690 A JP 22941690A JP H04108943 A JPH04108943 A JP H04108943A
Authority
JP
Japan
Prior art keywords
concrete
formwork
bottom frame
mold
heaped
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.)
Granted
Application number
JP2229416A
Other languages
Japanese (ja)
Other versions
JPH0768737B2 (en
Inventor
Satoshi Onishi
智 大西
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.)
FUKUI TEKKOSHO KK
Haneda Concrete Industrial Co Ltd
Original Assignee
FUKUI TEKKOSHO KK
Haneda Concrete 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 FUKUI TEKKOSHO KK, Haneda Concrete Industrial Co Ltd filed Critical FUKUI TEKKOSHO KK
Priority to JP2229416A priority Critical patent/JPH0768737B2/en
Publication of JPH04108943A publication Critical patent/JPH04108943A/en
Publication of JPH0768737B2 publication Critical patent/JPH0768737B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Sewage (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

PURPOSE:To improve strength of a cylindrical block by forming a heaped-up portion of extra concrete before the concrete becomes hard, and by removing the heaped-up concrete portion outside together with a formwork. CONSTITUTION:A formwork 14 is assembled by erecting a side plate 1 and an end plate 2 on a base stand 13 to form an outer mold and jointing and clamping the bottom frame 8 of a medium mold 5 thereon. A concrete 16 is then poured into a hollow portion 15 in the formwork 14 while being vibrated and compacted. The bottom frame 8 is removed from the formwork 14 after elapse of 10 to 20 minutes from completion of concrete pour in. A heaped-up portion 19 is formed by pouring an excessive amount of mortor 18 into the exposed portion. The bottom frame 8 is pushed in the horizontal direction to push out the heaped-up portion 19 outside of the formwork 14. Lastly the bottom frame 8 is secured to the medium mold 5 and the concrete 16 in the formwork 14 is hardened. Air bubbles and foams generated on the bottom surface portion of a medium mold 8 are then removed.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、ボソクスカルハ−1・等の筒形のコンクリー
トブロックを製造する方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a method for manufacturing cylindrical concrete blocks such as Bosokskalcha-1.

(従来の技術) 筒形ブロックを製造する型枠は、箱形の外型とこの外型
の中間に装架される筒状の中型とを備えている。中型を
水平方向に装着する型枠では、中型の底面と外型の底面
との間に上方が開放されていない空間が形成され、この
空間に流入したコンクリート(この明細書ではモルタル
を含む意味で用いている。)に含まれていた空気や余分
の水、セメントペースト、砂等が上方に移動したとき、
中型の底面でその排出が阻止され、中型の底面に接する
部分に大きな気泡や水泡ができ、該部分のコンクリート
のスランプ値が高くなる。この状態のままコンリートが
固化すると、成形された筒形ブロックの内面に第4図の
ようなりレータ10ができて製品の品位を著しく低下さ
−Uる。
(Prior Art) A mold for manufacturing a cylindrical block includes a box-shaped outer mold and a cylindrical middle mold mounted in the middle of the outer mold. In a formwork in which a medium size is installed horizontally, a space is formed between the bottom of the medium size and the bottom of the outer mold, and the concrete flowing into this space (in this specification, this includes mortar) When the air, excess water, cement paste, sand, etc. contained in the
Its discharge is blocked by the bottom surface of the medium size, and large air bubbles and water bubbles are formed in the area in contact with the bottom surface of the medium size, increasing the slump value of the concrete in this area. If the concrete solidifies in this state, a layer 10 as shown in FIG. 4 will be formed on the inner surface of the molded cylindrical block, significantly degrading the quality of the product.

この問題を解決する一つの方法として、中型の底面を通
気可能な構造とした型枠が提唱されている。第3図はそ
のような型枠の一例を示した図で、側板1と妻板2とを
開閉自在に設けた外型3と、妻板の1貫通孔4に挿通し
て水平に装着される中型5とを備えている。中型5は、
その底面を形成する底枠8とこの底枠を装着する開口6
を設けた門形枠7とに分割されている。筒形ブロック9
は、上記の外型と中型とを組め立てたときに形成される
水平方向の筒形の空所にコンクリートを流し込んで成形
される。中型5は、底枠8を取り外して門形枠7を絞る
ことにより、成形されたブロックから脱型される。
As one method to solve this problem, a medium-sized formwork with a ventilated bottom surface has been proposed. FIG. 3 is a diagram showing an example of such a formwork, and includes an outer mold 3 in which the side plate 1 and the end plate 2 are provided so as to be freely openable and closable, and a middle mold that is inserted into the through hole 4 of the end plate and installed horizontally. 5. Medium size 5 is
A bottom frame 8 forming the bottom surface and an opening 6 to which the bottom frame is attached
It is divided into a gate-shaped frame 7 and a gate-shaped frame 7. Cylindrical block 9
is formed by pouring concrete into a horizontal cylindrical cavity formed when the outer mold and middle mold are assembled. The middle mold 5 is removed from the molded block by removing the bottom frame 8 and squeezing the portal frame 7.

底枠8の成形面は、多数の通気孔を設けたパンチングメ
タル11て形成され、成形時にはこのパンチングメタル
の外側に布帛12を添着する。中型8の底面部分に発生
した気泡や水泡は、布帛12の布目およびパンチングメ
タル11の透孔を通過して排出されるから、第4図に示
すようなりレータ10の発生が防止されるというもので
ある。
The molding surface of the bottom frame 8 is formed of a punched metal 11 provided with a large number of ventilation holes, and a fabric 12 is attached to the outside of this punched metal during molding. Air bubbles and water bubbles generated on the bottom surface of the medium mold 8 are discharged through the grain of the cloth 12 and the perforations of the punching metal 11, so that the generation of latar 10 as shown in FIG. 4 is prevented. It is.

(発明が解決しようとする課題) 第3図に示すような構造の型枠を用いる方法は、筒形ブ
ロックの内面にクレータが生ずるのを防止する最も良い
方法とされている。し7かし上記構造の型枠で成形する
と、底枠8と接触する部分のコンクリート中の水分が過
度に除去されるために、該部分にMi織が粗くなった脆
弱層ができ、脆弱層の部分が流動性を失った後でその下
方から上昇してきた水が脆弱層の下部に滞留したままコ
ンクリ1−が固化するとい・うことか起こる。その結果
、底枠8で成形された面が粗面となり、粗面となった脆
弱層の下に隠れたクレータがブロックの強度を低下させ
、衝撃が加わったときに脆弱層が陥没してクレータが顕
れるという問題があった。
(Problems to be Solved by the Invention) A method using a formwork having a structure as shown in FIG. 3 is considered to be the best method for preventing the formation of craters on the inner surface of a cylindrical block. 7 However, when molding is performed using a formwork with the above structure, water in the concrete in the part that contacts the bottom frame 8 is excessively removed, and a brittle layer with roughened Mi weave is formed in that part. After the area loses its fluidity, the water that has risen from below remains in the lower part of the fragile layer, causing the concrete to solidify. As a result, the surface formed by the bottom frame 8 becomes a rough surface, and craters hidden under the roughened brittle layer reduce the strength of the block, and when an impact is applied, the brittle layer collapses and creates a crater. The problem was that it appeared.

本発明は、上記問題を解決することを課題としており、
水平に装架された中型の下部におけるクレータや脆弱層
の発生を防止することができ、従って強度が高くかつ面
性状の優れた筒形ブロックを製造することができる方法
を提供することを課題としている。
The present invention aims to solve the above problems,
The object of the present invention is to provide a method that can prevent the formation of craters and brittle layers in the lower part of horizontally mounted medium-sized blocks, and can therefore produce cylindrical blocks with high strength and excellent surface properties. There is.

(課題を達成するための手段) 本発明の方法は、外型3と該外型に水平方向に装架され
る筒状の中型5とを備えた型枠であって、中型5が底面
に開口6を有する門形枠7とこの開口に装着される分離
可能な底枠8とで構成されている型枠を用いて行われる
筒形ブロックの成形に採用されるものである。本発明の
方法によれば、コンクリートが固化する前に中型5の底
面で成形される部分に余分のコンクリートの盛り上がり
部19を形成し、中型5の底枠8 (または仮の底枠2
3)を水平に移動させることによって盛り上がり部19
部分のコンクリートを型枠14外に排除することを特徴
とするものである。
(Means for Achieving the Object) The method of the present invention provides a formwork comprising an outer mold 3 and a cylindrical middle mold 5 mounted horizontally on the outer mold, the middle mold 5 being attached to the bottom surface. This is adopted for molding a cylindrical block using a mold made of a portal frame 7 having an opening 6 and a separable bottom frame 8 attached to the opening. According to the method of the present invention, before the concrete hardens, an extra concrete bulge 19 is formed in the part to be formed on the bottom surface of the medium mold 5, and the bottom frame 8 of the medium mold 5 (or the temporary bottom frame 2
3) by horizontally moving the raised part 19.
This method is characterized in that part of the concrete is removed outside the formwork 14.

盛り上がり部19を形成する方法としては、型枠14に
コンクリート16を流し込んだあと気泡や水泡が上昇し
てくる時間放置し、そのあと底枠8を一旦取り外して底
枠8との接触部に発生した気泡や水泡17に過剰のコン
クリート18を投入して埋める方法や、成形面に深さ5
關程度の凹所22を形成した仮の底枠23を用意し、こ
の底枠23を用いて組み立てた型枠にコンクリート16
を流し込むことにより、中型5の下方部分を製品の肉厚
より厚くする方法が採用できる。
The method for forming the raised portion 19 is to pour the concrete 16 into the formwork 14 and leave it for a period of time for air bubbles and water bubbles to rise, and then remove the bottom frame 8 once to remove the concrete 16 that forms at the contact area with the bottom frame 8. There are methods to fill in excess concrete 18 to fill the air bubbles and water bubbles 17,
A temporary bottom frame 23 with a recess 22 about the size of a bolt is prepared, and concrete 16 is placed in the formwork assembled using this bottom frame 23.
A method can be adopted in which the lower part of the medium mold 5 is made thicker than the thickness of the product by pouring it.

そして盛り上がり部19が未だ軟らかいうちに、」二記
仮の底枠23を水平方向に引き出したあと底枠8を装着
するか、底枠8を水平方向に移動させて中型5に嵌挿す
ることにより、盛り上がり部19の余分のコンクリート
を底枠8の端部ないし仮の底枠23の凹所22の端部で
型枠14の外に描き出す。
Then, while the raised portion 19 is still soft, pull out the temporary bottom frame 23 in the horizontal direction and attach the bottom frame 8, or move the bottom frame 8 in the horizontal direction and insert it into the medium size 5. As a result, excess concrete in the raised portion 19 is drawn out of the formwork 14 at the end of the bottom frame 8 or the end of the recess 22 of the temporary bottom frame 23.

(作用) 上記方法によれば、中型5の底面と外型3の底面との間
の空間に流入したコンクリートから上昇してきた空気や
余分の水は、盛り上がり部分19部分が排除されるとき
に該部分のコンクリートと共に型枠外に排除され、これ
らが排除されたあと改めて装着された底枠8によって該
部分のブロックの表面が成形されることとなり、クレー
タ−や脆弱層が生ずることがなく、成形面も良好になる
(Function) According to the above method, air and excess water rising from the concrete that has flowed into the space between the bottom surface of the middle mold 5 and the bottom surface of the outer mold 3 are removed when the raised portion 19 is removed. The surface of the block in that part is formed by the bottom frame 8 which is removed from the formwork together with the concrete in that part, and after these are removed, it is reinstalled, so that no craters or brittle layers occur, and the forming surface is smooth. will also improve.

(実施例) 第1図は本発明の第1実施例を(a)ないしくf)の順
で示した縦断面図である。まず、基台13に側板1と妻
板2を立設して箱形の外型3を組み立て、妻板の貫通孔
4に中型5の門形枠7を挿入し、門形枠7を拡げてその
開口6に底枠8を嵌合締結して型枠14を組め立てる(
a)。次に型枠14ノ筒形の空所15にスランプ値6〜
10のコンクリート16を振動締め固めをしながら流し
込む。
(Embodiment) FIG. 1 is a vertical sectional view showing a first embodiment of the present invention in the order of (a) to f). First, the side plate 1 and the end plate 2 are erected on the base 13 to assemble the box-shaped outer mold 3, and the gate frame 7 of the medium size 5 is inserted into the through hole 4 of the end plate, and the gate frame 7 is expanded. Assemble the formwork 14 by fitting and fastening the bottom frame 8 into the opening 6 (
a). Next, slump value 6~
Pour concrete 16 of No. 10 while vibrating compaction.

流し込み完了後10〜20分経過すると中型5の下部に
空気や一部の水、セメント、砂が集って気泡や水泡17
が発生し、底枠8との接触面から3〜5龍位のコンクリ
ート層はスランプ値が12程度になる(b)。この時点
で型枠14から底枠8を取り除き(C)、露出部にスラ
ンプ12位のモルタル18を余分に流し込んで気泡や水
泡を埋め、盛り上がり部19を形成する(d)。次に門
形枠7の開口6の一方の端部から底枠8を水平に空気を
まきこまないようにして押し込む(e)。これにより余
分な盛り上がり部19は底枠8の先端で反対側に押し出
され、型枠14外に排出される(f)。最後に底枠8を
浮き上がらないように抑えながら20回程度往復摺擦し
てコンクリート面となじませたあと門形枠7に固定し、
養生する。
After 10 to 20 minutes have passed after pouring is completed, air, some water, cement, and sand will gather at the bottom of the medium mold 5, causing air bubbles and water bubbles 17.
occurs, and the slump value of the concrete layer 3 to 5 degrees from the contact surface with the bottom frame 8 becomes about 12 (b). At this point, the bottom frame 8 is removed from the formwork 14 (C), and extra mortar 18 with a slump of about 12 is poured into the exposed part to fill air bubbles and water bubbles and form a raised part 19 (d). Next, the bottom frame 8 is pushed in horizontally from one end of the opening 6 of the portal frame 7 without introducing air (e). As a result, the excess raised portion 19 is pushed out to the opposite side at the tip of the bottom frame 8 and is discharged outside the formwork 14 (f). Finally, while holding down the bottom frame 8 so that it does not lift up, rub it back and forth about 20 times to blend it with the concrete surface, and then fix it to the gate frame 7.
Take care of yourself.

養生が完了したら型枠14を開き筒形ブロック9を脱型
する。
After curing is completed, the formwork 14 is opened and the cylindrical block 9 is removed from the mold.

第2図は、本発明の第2実施例を示したもので、仮の底
枠23を用いる方法である。仮の底枠23の成形面には
凹所22が形成されており、該底枠23を用いて組み立
てた型枠14に形成される空所15の底部は、成形しよ
うとするブロックの肉厚よりも凹所22の深さ分だけ厚
くなる(a)。
FIG. 2 shows a second embodiment of the present invention, in which a temporary bottom frame 23 is used. A recess 22 is formed in the molding surface of the temporary bottom frame 23, and the bottom of the cavity 15 formed in the form 14 assembled using the bottom frame 23 has a wall thickness of the block to be molded. It becomes thicker by the depth of the recess 22 (a).

そこで空所15に振動締め固めをしなからコンクリート
を流し込み(b)、流し込み完了後10〜20分経過後
底枠8を取り外す(c)。凹所22で成形された盛り上
がり部19には気泡や水泡17が発生しており、底枠2
3との接触面から3〜51mのコンクリート層はスラン
プ値が12程度になっている。そこで凹所を有しない正
規の底枠8を第1実施例と同様に門形枠7の開口6の一
端から水平方向嵌挿して凹所22で形成された盛り上が
り部19のコンクリートを掻き出しくe)、底枠8をコ
ンクリート面に往復摺擦して型枠に固定し、養生してブ
ロックを固化させる。
Therefore, concrete is poured into the empty space 15 with vibration compaction (b), and the bottom frame 8 is removed 10 to 20 minutes after the completion of pouring (c). Air bubbles and water bubbles 17 are generated in the raised portion 19 formed in the recess 22, and the bottom frame 2
The slump value of the concrete layer from 3 to 51 m from the contact surface with No. 3 is about 12. Therefore, as in the first embodiment, a regular bottom frame 8 without a recess is horizontally inserted into one end of the opening 6 of the portal frame 7, and the concrete in the raised portion 19 formed by the recess 22 is scraped out. ), the bottom frame 8 is rubbed back and forth on the concrete surface, fixed to the formwork, and cured to solidify the block.

(発明の効果) 以上のように本発明方法によれは、型枠にコンクリート
を流し込む際に生じる気泡や水泡を確実に除去すること
ができるから、筒型ブロックの内面にクレータや粗面や
脆弱層が生ずることがなく、緻密で強度が高く面性状の
優れた高品位の筒形ブロックを製造できるという効果が
ある。
(Effects of the Invention) As described above, the method of the present invention can reliably remove air bubbles and water bubbles that occur when concrete is poured into the formwork, so it is possible to remove craters, rough surfaces, and brittle surfaces on the inner surface of the cylindrical block. This method has the effect of producing a high-quality cylindrical block that is dense, has high strength, and has excellent surface properties without forming layers.

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

第1図は本発明の第1実施例を工程順に示した縦断面図
、第2図は本発明の第2実施例を工程順に示した縦断面
図、第3図は従来の方法で使用される型枠の分解斜視図
、第4図は筒形ブロックのクレータを示した斜視図であ
る。 図中、 3:外型 6:開口 8:底枠 16:コンクリート 22:凹所 5:中型 7:門形枠 15:空所 19:盛り上がり部 23:仮の底枠
FIG. 1 is a vertical sectional view showing the first embodiment of the present invention in the order of steps, FIG. 2 is a longitudinal sectional view showing the second embodiment of the invention in the order of steps, and FIG. 3 is a longitudinal sectional view showing the second embodiment of the present invention in the order of steps. FIG. 4 is an exploded perspective view of the formwork, and FIG. 4 is a perspective view showing the crater of the cylindrical block. In the figure, 3: Outer mold 6: Opening 8: Bottom frame 16: Concrete 22: Recess 5: Medium mold 7: Portal frame 15: Hole 19: Swelling part 23: Temporary bottom frame

Claims (2)

【特許請求の範囲】[Claims] (1)分離可能な底枠(8)を備えた筒状の中型(5)
を外型(3)に水平方向に装架して型枠(14)を組み
立て、該型枠の空所(15)にコンクリート(16)を
流し込み、該コンクリートが固化する前に底枠(8)を
一旦取り外し、取り外した後の開口部分に余分にコンク
リート(18)を投入して盛り上がり部(19)を形成
し、該盛り上がり部が固化する前に底枠(8)を水平方
向に中型(5)に挿入して盛り上がり部(19)の余分
のコンクリートを型枠(14)の外に押し出し、その後
底枠(8)を中型(5)に固定して型枠(14)内のコ
ンクリートを固化させることを特徴とする、筒形ブロッ
クの製造方法。
(1) Tubular medium size (5) with a separable bottom frame (8)
is mounted horizontally on the outer mold (3) to assemble the formwork (14), concrete (16) is poured into the void (15) of the formwork, and before the concrete hardens, the bottom frame (8 ) is removed, extra concrete (18) is poured into the opening after removal to form a raised part (19), and before the raised part hardens, the bottom frame (8) is horizontally inserted into a medium-sized ( 5) to push the excess concrete in the raised part (19) out of the formwork (14), then fix the bottom frame (8) to the middle mold (5) and remove the concrete inside the formwork (14). A method for producing a cylindrical block, characterized by solidifying it.
(2)成形面に凹所(22)を有する仮の底枠(23)
を正規の底枠(8)に替えて装着した筒状の中型(5)
を外型(3)に水平方向に装架して型枠(14)を組み
立て、該型枠の空所(15)にコンクリート(16)を
流し込み、該コンクリートが固化する前に仮の底枠(2
3)を取り外し、この仮の底枠を水平方向に移動させて
取り外すか底枠(8)を水平方向に中型(5)に挿入し
て前記凹所(22)で形成された盛り上がり部(19)
の余分のコンクリートを型枠(14)の外に押し出し、
その後正規の底枠(8)を中型(5)に固定して型枠(
14)内のコンクリートを固化させることを特徴とする
、筒形ブロックの製造方法。
(2) Temporary bottom frame (23) with a recess (22) on the molding surface
A cylindrical medium size (5) installed in place of the regular bottom frame (8).
is mounted horizontally on the outer mold (3) to assemble a formwork (14), concrete (16) is poured into the empty space (15) of the formwork, and before the concrete hardens, a temporary bottom frame is installed. (2
3), move this temporary bottom frame horizontally and remove it, or insert the bottom frame (8) horizontally into the middle mold (5) and remove the raised part (19) formed in the recess (22). )
Push out the excess concrete from the formwork (14),
After that, fix the regular bottom frame (8) to the medium size (5) and formwork (
14) A method for manufacturing a cylindrical block, characterized by solidifying the concrete inside.
JP2229416A 1990-08-29 1990-08-29 Manufacturing method of cylindrical block Expired - Lifetime JPH0768737B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2229416A JPH0768737B2 (en) 1990-08-29 1990-08-29 Manufacturing method of cylindrical block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2229416A JPH0768737B2 (en) 1990-08-29 1990-08-29 Manufacturing method of cylindrical block

Publications (2)

Publication Number Publication Date
JPH04108943A true JPH04108943A (en) 1992-04-09
JPH0768737B2 JPH0768737B2 (en) 1995-07-26

Family

ID=16891889

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2229416A Expired - Lifetime JPH0768737B2 (en) 1990-08-29 1990-08-29 Manufacturing method of cylindrical block

Country Status (1)

Country Link
JP (1) JPH0768737B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000007407A (en) * 1998-06-26 2000-01-11 Shimizu Corp Concrete for packing in tubular element

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000007407A (en) * 1998-06-26 2000-01-11 Shimizu Corp Concrete for packing in tubular element

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JPH0768737B2 (en) 1995-07-26

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