JPH05192911A - Centrifugal molding apparatus of pc concrete panel - Google Patents

Centrifugal molding apparatus of pc concrete panel

Info

Publication number
JPH05192911A
JPH05192911A JP3145992A JP3145992A JPH05192911A JP H05192911 A JPH05192911 A JP H05192911A JP 3145992 A JP3145992 A JP 3145992A JP 3145992 A JP3145992 A JP 3145992A JP H05192911 A JPH05192911 A JP H05192911A
Authority
JP
Japan
Prior art keywords
concrete
centrifugal molding
partition walls
centrifugal
mold
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
JP3145992A
Other languages
Japanese (ja)
Other versions
JP2519622B2 (en
Inventor
Nobukazu Kanamori
信和 金森
Tadao Sugiyama
忠雄 杉山
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.)
Kinki Concrete Industry Co Ltd
Original Assignee
Kinki Concrete Industry 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 Kinki Concrete Industry Co Ltd filed Critical Kinki Concrete Industry Co Ltd
Priority to JP4031459A priority Critical patent/JP2519622B2/en
Publication of JPH05192911A publication Critical patent/JPH05192911A/en
Application granted granted Critical
Publication of JP2519622B2 publication Critical patent/JP2519622B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To provide the subject molding apparatus capable of producing a PC concrete panel generating no laitance layer and excellent in compression strength in large quantity though centrifugal molding is utilized. CONSTITUTION:A large number of partition walls 2 are juxtaposed on the inner peripheral surface of a cylindrical centrigual mold 1 in the axial direction of the mold 1 and the spaces between the partition walls 2 become the centrifugal molding parts of injected concrete 4. Drain passages 3 are formed in the partition walls 2 and the drain holes 3a communicating with the drain passages 3 are provided to the contact side surfaces with injected concrete 4 of the partition walls 2 by drilling and filter plates 7 covering the drain holes 3 are arranged between the partition walls 2 and the injected concrete 4.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は遠心成形方法によって高
強度のPCパネルを大量生産する事が出来るPCパネル
の遠心成形装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a centrifuge molding apparatus for PC panels capable of mass-producing high-strength PC panels by a centrifuge molding method.

【0002】[0002]

【従来の技術】従来、矢板などに使用されるコンクリー
トパネルは、コンクリートを振動機で突き固めて蒸気養
生し、然る後、脱型して湿潤養生を行って製造される機
械的圧力養生工法によるものや、振動機の代わりに大気
圧を利用し、真空マットとポンプで余剰水分を除去する
真空コンクリート工法によるもの、真空ポンプによる水
分除去と特殊マットの空気圧を利用する加圧真空工法に
よるものなど各種の工法で製造されているのが現状であ
る。
2. Description of the Related Art Conventionally, a concrete panel used for sheet piles is a mechanical pressure curing method which is manufactured by compacting concrete with a vibrator and steam curing, and then demolding and performing wet curing. Or by a vacuum concrete method that uses atmospheric pressure instead of a vibrator to remove excess water with a vacuum mat and a pump, or by a pressurized vacuum method that uses a vacuum pump to remove water and the air pressure of a special mat. Currently, it is manufactured by various construction methods.

【0003】しかしながら、の方法は型にコンクリート
を注入し、これを突き固めるのであるから、部分的なむ
らが生じるだけでなく圧縮強度にも限界があり、建築物
の軽量化という点に付いては満足出来ないものであっ
た。又、その生産方法も1枚つづであるため、生産効率
が悪いという問題もあった。
However, in the method (1), concrete is poured into a mold and the concrete is solidified, so that not only partial unevenness occurs but also the compressive strength is limited. Was not satisfied. Further, since the production method is one by one, there is a problem that the production efficiency is poor.

【0004】そこで、発明者は、円筒状遠心成形型の内
周面に軸方向に平行に複数の仕切り壁を立設し、仕切り
壁間にコンクリートを注入した後、遠心成形型を回転さ
せ、遠心成形型の内周に添わせて前記注入コンクリート
を硬化させ、これにより仕切り壁にて分割成形したPC
パネルを形成すると言う方法を開発した。
Therefore, the inventor installed a plurality of partition walls on the inner peripheral surface of the cylindrical centrifugal molding die in parallel to the axial direction, injecting concrete between the partition walls, and then rotating the centrifugal molding die. A PC molded along the inner circumference of a centrifugal mold to harden the poured concrete and thereby to divide and mold the partition wall.
We have developed a method of forming panels.

【0005】処が、前記遠心成形法によれば、原則とし
て均一で稠密な高強度のPCパネルを大量生産する事が
出来るのであるが、遠心成形時にコンクリート成形体の
内周面に比重の関係で、水分が多く、低比重で強度の弱
いレイタンス層が発生するので、内周面に曲げ荷重が掛
からないようなポールとして使用する場合は兎も角、パ
ネルとして使用する場合にはパネルにレイタンス層側か
ら荷重が掛かった場合にはこのレイタンス層が弱点とな
ってこのレイタンス層から破損を起こすという問題点が
あった。
According to the centrifugal molding method, it is possible in principle to mass-produce uniform, dense, and high-strength PC panels, but the relationship of specific gravity to the inner peripheral surface of the concrete molded body during centrifugal molding. However, since a laitance layer with a large amount of water, low specific gravity and weak strength is generated, when using it as a pole that does not apply bending load to the inner peripheral surface, the rabbit is square, when using it as a panel, the rattans layer is When a load is applied from the layer side, there is a problem that this laitance layer becomes a weak point and the laitance layer is damaged.

【0006】[0006]

【発明が解決しようとする課題】本発明の解決課題は、
PCコンクリートパネルの製造に有効な遠心成形法にと
って問題点となっていたレイタンス層の除去にある。
The problems to be solved by the present invention are as follows.
This is to remove the laitance layer, which has been a problem for the centrifugal molding method effective for the production of PC concrete panels.

【0007】[0007]

【課題を解決するための手段】本発明のPCパネルの遠
心成形装置は上記問題点に鑑みてなされたもので、 筒状遠心成形型(1)と、 前記筒状遠心成形型(1)の内周面に軸方向に平行に
立設され、その間が注入コンクリート(4)の遠心成形部
となり、内部に形成された排水路(3)に連通する排水孔
(3a)が注入コンクリート(4)との接触側面に穿設されて
いる複数の仕切り壁(2)と、 仕切り壁(2)と注入コンクリート(4)との間に配設さ
れ、排水孔(3a)を被覆する濾過材(7)とで構成された事
を特徴とする。
The centrifugal molding apparatus for a PC panel according to the present invention has been made in view of the above problems, and includes a tubular centrifugal molding die (1) and a tubular centrifugal molding die (1). A drainage hole that is erected parallel to the axial direction on the inner peripheral surface, and the space between them is the centrifugal molding part of the poured concrete (4), which communicates with the drainage channel (3) formed inside.
(3a) is provided between the partition walls (2) and the poured concrete (4), and a plurality of partition walls (2) are provided on the side surface in contact with the poured concrete (4). It is characterized by comprising a filter material (7) covering 3a).

【0008】これにより、遠心成形中に注入コンクリー
ト中の水分だけが濾過材によって濾過され、濾過された
余剰水分が排水孔を通って仕切り壁中の排水路に流れ込
み、その結果、注入コンクリート中の水分が減少してP
Cコンクリートパネルの製造に有効的な遠心成形法にと
って問題点となっていたレイタンス層を除去する事が出
来た。
As a result, only the water in the poured concrete is filtered by the filter medium during the centrifugal molding, and the filtered excess water flows into the drainage channel in the partition wall through the drain holes, and as a result, Water decreases and P
It was possible to remove the laitance layer, which was a problem for the centrifugal molding method effective for the production of C concrete panels.

【0009】[0009]

【実施例】以下、本発明を図示実施例に従って詳述す
る。第1図は、本発明に使用する4分割用の遠心成形型
(1)の断面図で、遠心成形型(1)は断面正方形のもので、
隅部から4分割出来るようになっている。これら分割型
(1a)は、取付リブ(15)に螺着した締め付けボルト(8)に
て接続組み立てる事が出来るようになっている。遠心成
形型(1)の外周には少なくとも2条の円板状回転レール
(9)が設置されており、駆動ローラ(10)にて支承されて
いる。
The present invention will be described in detail below with reference to the illustrated embodiments. FIG. 1 shows a centrifugal molding die for four divisions used in the present invention.
In the sectional view of (1), the centrifugal molding die (1) has a square cross section,
It can be divided into four from the corner. These split types
(1a) can be connected and assembled with a tightening bolt (8) screwed to a mounting rib (15). At least two disc-shaped rotating rails on the outer circumference of the centrifugal mold (1)
(9) is installed and supported by the drive roller (10).

【0010】遠心成形型(1)の入隅内周には軸方向に平
行に仕切り壁(2)がれぞれ立設されている。仕切り壁(2)
は下端部が入隅内周に沿うように断面矩形に形成されて
おり、仕切り壁(2)の内部には余剰水分排出用の排水路
(3)が仕切り壁(2)の全長に亙って形成されている。仕切
り壁(2)は、本実施例では一対の垂直側面部(2b)、前記
垂直側面部を上部で接続する天井部(2a)並びに垂直側面
部(2b)の下部から外方に傾斜して延設されている傾斜側
面部(2c)とで構成されている。更に、内部に形成された
前記排水路(3)に連通する排水孔(3a)が注入コンクリー
ト(4)との接触側面に穿設されている。図の実施例では
排水孔(3a)は傾斜側面部(2c)に形成されているが、勿論
これに限られず、垂直側面部(2b)にも設ける事ができ
る。又、垂直側面部(2b)にはその高さ全長にわたって矩
形突起(2d)が突設されており、図4に示すようにPCコ
ンクリートパネル(5)の上部傾斜面(5a)に縦溝状のシャ
ーコッタ(5b)を形成するようになっている。矩形突設(2
d)は図2において破線で示されている。
A partition wall (2) is erected on the inner circumference of the inner corner of the centrifugal molding die (1) in parallel with the axial direction. Partition wall (2)
Has a rectangular cross section with the lower end along the inner circumference of the inside corner, and the drainage channel for discharging excess water is inside the partition wall (2).
(3) is formed over the entire length of the partition wall (2). The partition wall (2), in the present embodiment, a pair of vertical side surface portions (2b), the ceiling portion (2a) connecting the vertical side surface portions at the top and the vertical side surface portion (2b) is inclined outward from the lower part. It is composed of an inclined side surface portion (2c) extended. Further, a drainage hole (3a) communicating with the drainage channel (3) formed inside is bored on a side surface contacting the poured concrete (4). In the illustrated embodiment, the drain hole (3a) is formed in the inclined side surface portion (2c), but it is not limited to this, of course, and it may be provided in the vertical side surface portion (2b). Further, the vertical side surface (2b) is provided with a rectangular projection (2d) protruding over the entire height thereof, and as shown in FIG. It is designed to form a shear cotta (5b). Rectangular projection (2
d) is indicated by a broken line in FIG.

【0011】(7)は濾過材で、複数の仕切り壁(2)と、仕
切り壁(2)と注入コンクリート(4)との間に配設され、排
水孔(3a)を被覆するようになっている。濾過材(7)は、
濾布や濾紙その他のものであって注入コンクリート(4)
内の余剰水分だけを濾過出来るものはいずれのものでも
使用可能である。
Reference numeral (7) is a filter material, which is disposed between the plurality of partition walls (2) and the partition walls (2) and the poured concrete (4) so as to cover the drain hole (3a). ing. The filter material (7) is
Filter cloth, filter paper and others for pouring concrete (4)
Any of those that can filter only the excess water therein can be used.

【0012】しかして、まず、仕切り壁(2)間にトップ
筋、下端筋、トラス筋その他鉄筋(13)を配筋して、濾過
材(7)を仕切り壁(2)の傾斜側面部(2c)に張り付け、排水
孔(3a)を被覆する。続いて遠心成形型(1)内にコンクリ
ート(4)を所定量(即ち、遠心成形時にコンクリート(4)
が仕切り壁(2)を若干越える程度) だけ注入し、筒状遠
心成形型(1)を回転させて遠心締め固めを行う。この
時、注入コンクリート(4)の内周に水分が多くて比重の
軽いレイタンス層(6){図2中、仮想線で示す。}が発生
しようとするが、注入コンクリート(4)内の余剰水分だ
けが濾過材(7)にて濾過され、濾過された余剰水分が排
水孔(3a)を通って排水路(3)に流れ込み、注入コンクリ
ート(4)全体の水分が減少してレイタンス層(6)の発生が
ない。このようにしてコンクリート成形体を形成した
後、続いて養生を行い、養生が終了した段階で締め付け
ボルト(8)を外し、遠心成形型(1)を割って脱型し、PC
コンクリートパネル(5)を完成させる。尚、仕切り壁(2)
の注入コンクリート(4)との接触側面は、この場合垂直
側面部(2b)と傾斜側面部(2c)を指すことになる。
[0012] First, the top reinforcement, the bottom reinforcement, the truss reinforcement and the other reinforcements (13) are arranged between the partition walls (2), and the filtering material (7) is attached to the inclined side surface part () of the partition wall (2). Attach it to 2c) and cover the drain hole (3a). Subsequently, a predetermined amount of concrete (4) in the centrifugal molding die (1) (that is, concrete (4) during centrifugal molding)
(Slightly over the partition wall (2)), and rotate the cylindrical centrifugal mold (1) to perform centrifugal compaction. At this time, a laithance layer (6) having a large amount of water and a low specific gravity is present on the inner circumference of the poured concrete (4) {shown by a virtual line in FIG. } Is generated, but only the excess water in the injected concrete (4) is filtered by the filter material (7), and the filtered excess water flows into the drainage channel (3) through the drain hole (3a). , The water content of the entire poured concrete (4) is reduced, and the laitance layer (6) is not generated. After forming the concrete molded body in this way, it is then cured. When the curing is completed, the tightening bolt (8) is removed, the centrifugal molding die (1) is broken, and the mold is removed.
Complete the concrete panel (5). The partition wall (2)
In this case, the side surface contacting with the poured concrete (4) means the vertical side surface portion (2b) and the inclined side surface portion (2c).

【0013】PCコンクリートパネル(5)は、断面凹面
レンズ状に形成されており、凹面部(14)から一部が埋入
された鉄筋が突出している。又、濾過材(7)は図4に示
されるように突合側面部(5c)に一体的に埋入される事に
なる。
The PC concrete panel (5) is formed in the shape of a lens having a concave cross section, and the reinforcing bar partially embedded therein projects from the concave surface portion (14). Further, the filter material (7) is integrally embedded in the abutment side surface portion (5c) as shown in FIG.

【0014】図3は、前記4分割の遠心成形方法で形成
したPCコンクリートパネル(5)を基礎梁や壁面に架設
して現場打設コンクリート床(18)の底板とした例であ
る。この場合、PCコンクリートパネル(5)の凹面部(1
8)に突出している鉄筋(13)がコンクリート床(18)を構成
するトップコンクリート(17)内に埋入し、両者の一体化
が計られる。(16)は、PCコンクリートパネル(5)のシ
ャーコッタ(5b)の上端に嵌め込まれる水平筋である。水
平筋(16)をシャーコッタ(5b)の上端に嵌め込む事によっ
て水平筋(16)の位置決めが簡単になる。
FIG. 3 shows an example in which a PC concrete panel (5) formed by the above-mentioned four-division centrifugal molding method is laid on a foundation beam or a wall surface to form a bottom plate of a concrete floor (18) to be cast on site. In this case, the concave part (1) of the PC concrete panel (5)
The reinforcing bar (13) protruding to 8) is embedded in the top concrete (17) that constitutes the concrete floor (18), and the two are integrated. (16) is a horizontal streak fitted to the upper end of the shear cotta (5b) of the PC concrete panel (5). By fitting the horizontal streak (16) on the upper end of the shear cotta (5b), the horizontal streak (16) can be easily positioned.

【0015】又、コンクリート床(18)の形成に関して、
トップコンクリート(17)の水分がPCコンクリートパネ
ル(5)の突合側面部(5c)間を通って流れ落ちるが、突合
側面部(5c)間の間隙が十分狭い場合には濾過材(7)があ
る程度の濾過機能を果たし、コンクリートの滴下が防止
される。
Further, regarding the formation of the concrete floor (18),
Moisture of the top concrete (17) flows down between the abutting side faces (5c) of the PC concrete panel (5), but if the gap between the abutting side faces (5c) is sufficiently narrow, the filter medium (7) will be some extent. Fulfills the filtering function of and prevents concrete dripping.

【0016】本実施例では、遠心成形型(1)を4分割し
た例を中心に説明したが、勿論これに限られるものでは
なく、2分割でもよいし、それ以上であってもよく、遠
心成形型(1)並びに製作するコンクリートパネル(5)の大
きさに合わせて適宜の分割数が採用される。
In the present embodiment, the centrifuge molding die (1) is divided into four parts, but the present invention is not limited to this and may be divided into two parts or more parts. An appropriate number of divisions is adopted according to the sizes of the molding die (1) and the concrete panel (5) to be manufactured.

【0017】尚、前記のように遠心成形法によって製造
されたPCコンクリートパネル(5)の圧縮強さは、従来
のコンクリートパネル製造方法に比べて非常に高い値を
示す。
The compressive strength of the PC concrete panel (5) manufactured by the centrifugal molding method as described above is much higher than that of the conventional concrete panel manufacturing method.

【発明の効果】本発明は叙上のような構成であるから、
本来は円柱の製造に使用される遠心成形装置で高強度の
PCパネルを大量に生産する事が出来、しかも従来の遠
心成形方法で問題となっていたレイタンス層のないPC
コンクリートパネルを成形出来るという利点がある。
Since the present invention has the above-described structure,
A high-strength PC panel can be mass-produced by a centrifugal molding machine originally used for manufacturing a cylinder, and a PC without a laitance layer which has been a problem in the conventional centrifugal molding method.
It has the advantage that concrete panels can be molded.

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

【図1】本発明にかかる遠心成形型の1実施例の概略斜
視図
FIG. 1 is a schematic perspective view of an embodiment of a centrifugal molding die according to the present invention.

【図2】本発明にかかる遠心成形型の1実施例の断面図FIG. 2 is a sectional view of an embodiment of a centrifugal molding die according to the present invention.

【図3】本発明で製作されたPCコンクリートパネルの
使用例を示す図面
FIG. 3 is a drawing showing an example of use of a PC concrete panel manufactured according to the present invention.

【図4】本発明で製作されたPCコンクリートパネルの
部分斜視図
FIG. 4 is a partial perspective view of a PC concrete panel manufactured according to the present invention.

【符号の説明】[Explanation of symbols]

(1)…遠心成形型 (1a)…分割型 (2)…仕切り壁 (3)…排水路 (3a)…排水孔 (4)…注入コンクリート (5)…PCコンクリートパネル (6)…レイタンス層 (7)…濾過材 (1)… Centrifugal mold (1a)… Split mold (2)… Partition wall (3)… Drainage channel (3a)… Drainage hole (4)… Injected concrete (5)… PC concrete panel (6)… Laitance layer (7) ... Filter material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 筒状遠心成形型と、前記筒状遠心
成形型の内周面に軸方向に平行に立設され、その間が注
入コンクリートの遠心成形部となり、内部に形成された
排水路に連通する排水孔が注入コンクリートとの接触側
面に穿設されている複数の仕切り壁と、仕切り壁と注入
コンクリートとの間に配設され、排水孔を被覆する濾過
材とで構成された事を特徴とするPCパネルの遠心成形
装置。
1. A centrifugal centrifugal molding die, and an inner peripheral surface of the cylindrical centrifugal molding die which is erected parallel to the axial direction, and a space between them is a centrifugal molding portion of the poured concrete, and a drainage channel is formed inside. It is composed of a plurality of partition walls having communicating drainage holes formed on the side surface in contact with the poured concrete, and a filter material arranged between the partition walls and the poured concrete and covering the drainage holes. Characteristic PC panel centrifugal molding equipment.
JP4031459A 1992-01-21 1992-01-21 Centrifugal molding equipment for PC concrete panels Expired - Lifetime JP2519622B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4031459A JP2519622B2 (en) 1992-01-21 1992-01-21 Centrifugal molding equipment for PC concrete panels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4031459A JP2519622B2 (en) 1992-01-21 1992-01-21 Centrifugal molding equipment for PC concrete panels

Publications (2)

Publication Number Publication Date
JPH05192911A true JPH05192911A (en) 1993-08-03
JP2519622B2 JP2519622B2 (en) 1996-07-31

Family

ID=12331849

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4031459A Expired - Lifetime JP2519622B2 (en) 1992-01-21 1992-01-21 Centrifugal molding equipment for PC concrete panels

Country Status (1)

Country Link
JP (1) JP2519622B2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63246204A (en) * 1987-03-31 1988-10-13 株式会社 香東工業 Centrifugal-force molding method of concrete product

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63246204A (en) * 1987-03-31 1988-10-13 株式会社 香東工業 Centrifugal-force molding method of concrete product

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