JPH0160401B2 - - Google Patents
Info
- Publication number
- JPH0160401B2 JPH0160401B2 JP56204024A JP20402481A JPH0160401B2 JP H0160401 B2 JPH0160401 B2 JP H0160401B2 JP 56204024 A JP56204024 A JP 56204024A JP 20402481 A JP20402481 A JP 20402481A JP H0160401 B2 JPH0160401 B2 JP H0160401B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- mortar
- grc
- press
- dehydration
- 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
Links
Landscapes
- Producing Shaped Articles From Materials (AREA)
- Press-Shaping Or Shaping Using Conveyers (AREA)
Description
本発明は、ガラス繊維等の補強繊維を混入した
モルタルをもつて、例えば建物用壁パネルなど機
械的強度に勝れたセメント製品を成形する方法と
して多用されているもので、詳しくは、下型枠に
必要量の補強繊維混入セメントモルタルGRCを
供給した状態で前記下型枠及びモルタルGRCに
振動を付与し乍ら上型枠を降下させて前記モルタ
ルGRCをプレスし所定形状の製品を成形する振
動プレス成形法における脱水方法に関する。
従来から知られているこの種の振動プレス成形
法における脱水方法には、
○イ 前記下型枠が所定の位置まで降下した時点で
振動及びプレス作用を停止したのち、上型枠側
から減圧脱水を行なう方法。と、
○ロ 前記上型枠を介しての加圧と振動付与とによ
り型枠内のモルタルが流動している間に減圧脱
水を行なう方法。とが在る。
然し乍ら前者○イの場合は、モルタル表面から或
る深さの内部までは十分に脱水できるが、この表
層部分の脱水に伴なつてその部分のセメント粒子
組織が緻密になるため、それよりも深い層部分の
脱水が不十分であり、従つて、高さや厚味の大き
いリブが存在するような製品の場合は全体の脱水
率が低く、しかも、脱水直後、表層部は可成り固
く締つて形状を保つが、暫くすると深層部やリブ
内部の残留水が表層側にも移行し、全体が柔軟に
なつて形崩れを生じる欠点があつた。また、後者
○ロの場合は、脱水進行に伴なつてモルタルの流動
性が漸次低下するために製品としての所定形状に
加圧成形し難い欠点があつた。
本発明は、かかる実情に鑑み、厚味の大きい製
品やリブを有する製品であつても、その内部まで
確実、十分に脱水でき、しかも、所定形状に良好
に成形できる方法を提案することに目的を有す
る。
上記の目的を達成するために、本発明の振動プ
レス成形法における脱水方法は、下型枠に必要量
の補強繊維混入セメントモルタルを供給した状態
で、前記下型枠及びモルタルに振動を与えながら
上型枠を降下させて前記モルタルを所定形状にプ
レス成形したのち、前記モルタルに振動及びプレ
ス圧をかけながら前記上型枠又は下型枠、若しく
は上型枠と下型枠の両側から減圧脱水を行うもの
である。
したがつて本発明によれば次の作用効果を期待
できる。
a 振動を与えることによつてセメントモルタル
の流動性を確保し、この状態で減圧脱水を行わ
ずに上型枠を降下させるので、モルタルの流動
性が良好に保たれて所定形状へのプレス成形を
確実に行い易い効果がある。
b セメントモルタルを所定形状に成形した後に
も振動及びプレス圧の作用を継続させるので、
セメントモルタルの特性の一つである揺変性
(チクソトロピー性)により、静圧状態ではセ
メント粒子に吸着されている水分が開放分離さ
れて深層部の水分も表層部側にスムーズに移行
する。そのために、前述の従来○イの方法のよう
に振動を与えない状態での脱水に比べて非常に
内部深くまで脱水でき、全体が固く締まつた形
崩れしない製品を成形し易い。
以下、本発明方法の実施例を図面に基づき工程
順に列記する。
第1図で明示の如く下型枠1内に、セメント
モルタルとガラス繊維との必要量を同時にスプ
レー供給する。
第2図で明示の如く前記下型枠1をスプリン
グ3,3を介して弾性支持するとともに、この
下型枠1に付設の振動モータ4を作動させて前
記下型枠1及びこの内部に供給のガラス繊維混
入セメントモルタルGRCに振動を付与し乍ら、
穴あき板2B及び吸引ボツクス2Aを備えた上
型枠2を降下させて図外プレス機を介して前記
セメントモルタルGRCにプレス圧を作用させ
ることにより、セメントモルタルGRCをスム
ーズに流動させる。
このとき、減圧脱水は一切行なわない。
前記上型枠2を所定の位置まで降下させて上
下両型枠1,2を第3図の如く型締めした後
(この段階では既にリブ部A1も含めて所定形
状に成形されている。)、前記振動及びプレス圧
を作用させた状態のままで、図外真空ポンプの
作動に伴ない前記上型枠2の吸引ボツクス2A
内を−100mmHg以上、具体的には−400mmHgで
1分間減圧することによつてセメントモルタル
GRC内の余剰水を吸引脱水する。
以上〜の工程作用によつて例えば第4図で
示すリブ付シングルスキンパネルAなどの製品を
成形する。
本発明で減圧脱水時にプレス圧を作用させてお
くのは振動を付与しているため、モルタルが流動
し、上型枠が所定の位置から浮上るのを防ぐため
である。
次に、本発明者が行なつた実験結果を表記す
る。
The present invention is widely used as a method for molding cement products with excellent mechanical strength, such as building wall panels, using mortar mixed with reinforcing fibers such as glass fibers. With the required amount of cement mortar GRC mixed with reinforcing fibers being supplied to the frame, vibration is applied to the lower formwork and mortar GRC, and the upper formwork is lowered to press the mortar GRC to form a product in a predetermined shape. This invention relates to a dehydration method in vibration press molding. Conventionally known dehydration methods for this type of vibrating press molding method include: ○B. When the lower formwork has descended to a predetermined position, the vibration and press action are stopped, and then vacuum dehydration is performed from the upper formwork side. How to do it. ○B A method of dehydrating under reduced pressure while the mortar in the mold is flowing by applying pressure and vibration through the upper mold. There is. However, in the former case, water can be sufficiently dehydrated from the mortar surface to a certain depth, but as the surface layer is dehydrated, the cement particle structure in that part becomes denser, so In the case of products with insufficiently dehydrated layer parts, and therefore ribs with large heights and thicknesses, the overall dewatering rate is low.Moreover, immediately after dewatering, the surface layer becomes quite firm and loses its shape. However, after a while, residual water in the deep layers and inside the ribs migrates to the surface layer, causing the whole to become flexible and lose its shape. In addition, in the latter case, the fluidity of the mortar gradually decreases as the dehydration progresses, so that it is difficult to press-form it into a predetermined shape as a product. In view of these circumstances, the purpose of the present invention is to propose a method that can reliably and sufficiently dehydrate even the inside of a product that is thick or has ribs, and that can also be molded into a predetermined shape. has. In order to achieve the above object, the dewatering method in the vibratory press molding method of the present invention includes supplying a required amount of reinforcing fiber-mixed cement mortar to the lower formwork, and applying vibration to the lower formwork and mortar. After lowering the upper formwork and press-forming the mortar into a predetermined shape, dehydration is carried out under reduced pressure from the upper formwork or the lower formwork, or from both sides of the upper formwork and the lower formwork while applying vibration and press pressure to the mortar. This is what we do. Therefore, according to the present invention, the following effects can be expected. a The fluidity of the cement mortar is ensured by applying vibrations, and the upper formwork is lowered in this state without dehydration under reduced pressure, so the fluidity of the mortar is maintained well and press forming into the specified shape is possible. This has the effect of making it easier to carry out reliably. b. Even after the cement mortar is molded into a predetermined shape, the action of vibration and press pressure continues, so
Due to thixotropy, which is one of the characteristics of cement mortar, under static pressure conditions, moisture adsorbed on cement particles is released and separated, and moisture in deep layers smoothly migrates to the surface layer. Therefore, compared to dewatering without vibration as in the conventional method ○A described above, water can be dehydrated much deeper inside the product, and it is easier to mold a product that is firm and firm as a whole and does not lose its shape. Examples of the method of the present invention will be listed below in order of steps based on the drawings. As clearly shown in FIG. 1, the required amounts of cement mortar and glass fibers are simultaneously sprayed into the lower formwork 1. As clearly shown in FIG. 2, the lower formwork 1 is elastically supported via springs 3, 3, and the vibration motor 4 attached to the lower formwork 1 is operated to supply the lower formwork 1 and its interior. While applying vibration to the glass fiber mixed cement mortar GRC,
The upper formwork 2 equipped with the perforated plate 2B and the suction box 2A is lowered and press pressure is applied to the cement mortar GRC through a press machine (not shown), thereby causing the cement mortar GRC to flow smoothly. At this time, no vacuum dehydration is performed. After the upper formwork 2 is lowered to a predetermined position and both the upper and lower formworks 1 and 2 are clamped as shown in Fig. 3 (at this stage, the rib portion A1 has already been formed into the predetermined shape). , While the vibration and press pressure are applied, the suction box 2A of the upper formwork 2 is activated as the vacuum pump (not shown) operates.
By reducing the pressure inside the cement mortar to -100mmHg or more, specifically -400mmHg for 1 minute,
Excess water in the GRC is dehydrated by suction. By the steps described above, a product such as a ribbed single skin panel A shown in FIG. 4 is formed. In the present invention, press pressure is applied during dehydration under reduced pressure in order to prevent the mortar from flowing and the upper formwork from rising from a predetermined position due to the application of vibration. Next, the results of experiments conducted by the inventor will be described.
【表】
上記実施例では上型枠側から減圧脱水したが、
下型枠側から、または上型枠と下型枠の両側から
減圧脱水してもよい。[Table] In the above example, dewatering was performed under reduced pressure from the upper formwork side.
Dewatering under reduced pressure may be performed from the lower formwork side or from both sides of the upper formwork and the lower formwork.
図面は本発明に係る振動プレス成形法における
脱水方法の実施の態様を例示し、第1図乃至第3
図は各工程説明のための縦断面図、第4図は成形
製品の縦断面図である。
1……下型枠、2……上型枠、GRC……補強
繊維混入セメントモルタル。
The drawings illustrate embodiments of the dewatering method in the vibration press molding method according to the present invention, and FIGS.
The figures are longitudinal sectional views for explaining each process, and FIG. 4 is a longitudinal sectional view of the molded product. 1...Lower formwork, 2...Upper formwork, GRC...cement mortar mixed with reinforcing fibers.
Claims (1)
ルタルGRCを供給した状態で、前記下型枠1及
びモルタルGRCに振動を与えながら上型枠2を
降下させて前記モルタルGRCを所定形状にプレ
ス成形したのち、前記モルタルGRCに振動及び
プレス圧をかけながら前記上型枠2又は下型枠
1、若しくは上型枠2と下型枠1の両側から減圧
脱水を行う振動プレス成形法における脱水方法。 2 前記脱水のための減圧圧力が−100mmHg以
上、好ましくは−200mmHg以上である特許請求の
範囲第1項に記載の振動プレス成形法における脱
水方法。[Scope of Claims] 1. With a required amount of cement mortar GRC mixed with reinforcing fibers supplied to the lower formwork 1, the upper formwork 2 is lowered while applying vibration to the lower formwork 1 and the mortar GRC to remove the mortar. After press-forming GRC into a predetermined shape, vibration and press pressure are applied to the mortar GRC to perform vacuum dehydration from the upper formwork 2 or the lower formwork 1, or from both sides of the upper formwork 2 and the lower formwork 1. Dehydration method in press molding method. 2. The dehydration method in the vibratory press molding method according to claim 1, wherein the reduced pressure for dehydration is -100 mmHg or more, preferably -200 mmHg or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20402481A JPS58104709A (en) | 1981-12-16 | 1981-12-16 | Dehydrating method in vibrating press molding method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20402481A JPS58104709A (en) | 1981-12-16 | 1981-12-16 | Dehydrating method in vibrating press molding method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58104709A JPS58104709A (en) | 1983-06-22 |
| JPH0160401B2 true JPH0160401B2 (en) | 1989-12-22 |
Family
ID=16483492
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20402481A Granted JPS58104709A (en) | 1981-12-16 | 1981-12-16 | Dehydrating method in vibrating press molding method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58104709A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02208006A (en) * | 1989-02-08 | 1990-08-17 | Nippon Pressed Concrete Co Ltd | Manufacture of concrete sheet pile |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5210313A (en) * | 1975-07-15 | 1977-01-26 | Asahi Glass Co Ltd | Method and apparatus for molding concrete manufactures |
-
1981
- 1981-12-16 JP JP20402481A patent/JPS58104709A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58104709A (en) | 1983-06-22 |
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