JPS5924756B2 - Method for manufacturing concrete products with hollow parts - Google Patents
Method for manufacturing concrete products with hollow partsInfo
- Publication number
- JPS5924756B2 JPS5924756B2 JP54137041A JP13704179A JPS5924756B2 JP S5924756 B2 JPS5924756 B2 JP S5924756B2 JP 54137041 A JP54137041 A JP 54137041A JP 13704179 A JP13704179 A JP 13704179A JP S5924756 B2 JPS5924756 B2 JP S5924756B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- frame material
- inner frame
- plastic
- manufacturing
- 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
- Aftertreatments Of Artificial And Natural Stones (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
【発明の詳細な説明】
この発明は内枠材を使用してコンクリートの微細空隙に
プラスチックモノマーを加圧含浸するようにしたことを
特徴とする中空部分を有するコンクリート製品の製造法
に関するものである。[Detailed Description of the Invention] The present invention relates to a method for manufacturing concrete products having hollow parts, characterized in that plastic monomer is impregnated under pressure into minute voids in concrete using an inner frame material. .
中空部分を有するコンクリート製品として最も一般的な
ものはヒユーム管、鉄筋コンクリート杭、プレストレス
トコンクリート杭、中空ポールなどであって、従来の製
造法としては遠心力を利用するか、又は変形できない内
枠材と外枠材との間にコンクリ−上を打設して振動を与
えるかである。The most common concrete products with hollow parts are humid pipes, reinforced concrete piles, prestressed concrete piles, hollow poles, etc., and conventional manufacturing methods use centrifugal force or non-deformable inner frame materials. Either concrete should be placed between it and the outer frame material to give it vibration.
しかし遠心力を利用した中空部分を有するコンクリート
製品は製造時に大規模な遠心力成型装置を必要とするし
、振動を利用したコンクリ−ト製品は緻密質とならない
ので圧縮強度、引張強度、曲げ強度などにおいて十分な
強度を得られない。However, concrete products with hollow parts that utilize centrifugal force require large-scale centrifugal force forming equipment during manufacturing, and concrete products that utilize vibration do not have a dense quality, so they have low compressive strength, tensile strength, and bending strength. In other cases, sufficient strength cannot be obtained.
また、コンクリートにプラスチックを含浸して物理的特
性を高める従来の製造法は、プラスチックモノマーを微
細空隙に十分に含浸させることが困難であり、しかもプ
ラスチックモノマー用含浸容器など複雑な設備機械を必
要とするので面倒であり、高価なプラスチックモノマー
の損失や汚損が著しいという欠点がある。In addition, the conventional production method of impregnating concrete with plastic to improve its physical properties has difficulty in sufficiently impregnating plastic monomers into microscopic voids, and requires complex equipment and machinery such as impregnating containers for plastic monomers. This process is troublesome, and has the disadvantage of significant loss and contamination of expensive plastic monomers.
本発明は上記に鑑み提案されたもので、内枠材を使用し
て簡単な方法により中空部分を有するコンクリート製品
を製造するもので、しかも十分なプラスチックモノマー
をコンクリートの微細空隙部に簡単に加圧含浸するもの
である。The present invention has been proposed in view of the above, and is a method for manufacturing concrete products having hollow parts using an inner frame material in a simple manner, and in addition, it is possible to easily add sufficient plastic monomer to the microscopic voids of concrete. It is pressure impregnated.
本発明のコンクリート製品製造法は概説すると第1図で
示すように外枠材1の内部に内枠材2を収納し、両枠材
1,2の間に形成される環状空間部3にコンクリート4
を打設する。Briefly, as shown in FIG. 1, the method for manufacturing concrete products of the present invention includes storing an inner frame member 2 inside an outer frame member 1, and placing concrete in an annular space 3 formed between both frame members 1 and 2. 4
to be poured.
環状空間部3にコンクリート4を充満状に打設したら外
枠材1を振動装置5に載置して振動を与え、コンクリー
ト4を密にするとともに、空間部3に空隙が生じたら更
にコンクリートを充填する。Once the annular space 3 is filled with concrete 4, the outer frame material 1 is placed on the vibrating device 5 and vibrated to make the concrete 4 denser, and if there are gaps in the space 3, concrete is poured further. Fill.
このように環状空間部3にコンクリートを充満したら内
枠材2の内部に水、油、空気などの流体をコンプレッサ
ー、ポンプなどの供給装置6で圧送供給して膨張させ、
コンクリート4を内側から加圧締固めする。After the annular space 3 is filled with concrete in this manner, fluid such as water, oil, air, etc. is supplied under pressure to the inside of the inner frame member 2 using a supply device 6 such as a compressor or a pump, and the concrete is expanded.
Concrete 4 is compacted under pressure from the inside.
これによりコンクリート4は圧密状態となって緻密質と
なり、含有水分が上端又は下端から絞り出る。As a result, the concrete 4 becomes compacted and becomes dense, and the water content is squeezed out from the upper end or the lower end.
次に内枠材2を膨張したま5普通誉生じたり常圧蒸気養
生し、或いは外枠材1の上下端部に蓋材7.7を気密に
被着して内部を気密に封じるとともに加熱して高温高圧
養生を行い、十分に養生したら脱型する。Next, the inner frame material 2 is expanded and cured in normal pressure steam, or the upper and lower ends of the outer frame material 1 are covered with lid materials 7 and 7 to airtightly seal the inside and heated. Then, the mold is cured at high temperature and high pressure, and once it has sufficiently cured, it is removed from the mold.
上記した製造法において、外枠材1はコンクリートから
受ける内圧に十分耐え得るだけの強度と剛性とを有する
例えば金属質のものである。In the manufacturing method described above, the outer frame material 1 is made of, for example, metal and has sufficient strength and rigidity to withstand the internal pressure applied from concrete.
しかし内枠材2は例えば第2図で示すように伸縮できる
蛇腹用21を有する円筒状中空枠22の局面に金属板2
3を一部重合するように巻成したもので、中空枠22の
端部に開閉バルブ24を有する流体パイプ25を接続す
る。However, as shown in FIG.
A fluid pipe 25 having an on-off valve 24 is connected to the end of the hollow frame 22.
この内枠材2は外枠材1とはマ同−長さなので、外枠材
2の中心に内枠材2を収納したとき形成される環状空間
部3は両枠材の長さたけ0円筒状となる。Since this inner frame material 2 has the same length as the outer frame material 1, the annular space 3 formed when the inner frame material 2 is stored in the center of the outer frame material 2 has a length equal to 0. It becomes cylindrical.
この空間部3にコンクリート4を充満した後、供給装置
6に流体パイプ25を接続して中空枠22に空気やオイ
ルなどを圧送供給すると、蛇腹用21は外周方向に膨張
して金・成板23を押圧し、コンクリート4を加圧締固
めるのである。After this space 3 is filled with concrete 4, when the fluid pipe 25 is connected to the supply device 6 and air, oil, etc. is supplied under pressure to the hollow frame 22, the bellows 21 expands in the outer circumferential direction, and the metal plate 23 to compact the concrete 4 under pressure.
この場合、中空枠22の内部に供給する流体が高圧な程
膨張するので、できる限りコンクリートへの加圧力を高
めて締固めを強くするのが好ましい。In this case, since the higher the pressure of the fluid supplied to the inside of the hollow frame 22, the more it expands, it is preferable to increase the pressure applied to the concrete as much as possible to strengthen compaction.
また中空枠22が長さ方向に伸長するのを防止するため
、両端を固定するとよい。Further, in order to prevent the hollow frame 22 from expanding in the length direction, it is preferable to fix both ends.
このようにコンクリートを内側から内枠材により加圧締
固めた後に養生すると緻密度が非常に高くなるので、コ
ンクリート製品は圧縮、引張、曲げなどにおける強度が
著しく高くなる。In this way, when concrete is compressed from the inside using an inner frame material and then cured, the density becomes extremely high, so that the strength of concrete products in compression, tension, bending, etc. becomes extremely high.
したがって上記製造方法によれば高強度の中空部を有す
るコンクリ−ト製品を簡単に製造することができ、大規
模な遠心力成型機を必要としないし、遠心成形時におけ
る回転速度や時間制御などの熟練作業を要しない。Therefore, according to the above manufacturing method, it is possible to easily manufacture a concrete product having a high-strength hollow part, and there is no need for a large-scale centrifugal force molding machine. No skilled work is required.
また上記製造方法によれば外枠材は蓋などで密閉しても
よいし密閉しなくてもよく、しかもコンクリートには鉄
筋、PC鋼棒、鋼繊維等の補強材を含ませることができ
る。Further, according to the above manufacturing method, the outer frame material may or may not be sealed with a lid or the like, and the concrete can contain reinforcing materials such as reinforcing bars, PC steel bars, and steel fibers.
更に製造過程では内枠材の膨張力を保持したまメ養生す
るのが最も効果的であるが、内枠材によりコンクリート
を加圧締固めた後に膨張力を排除して養生したり、又は
内枠材を取外して養生してもよい。Furthermore, during the manufacturing process, it is most effective to cure while maintaining the expansion force of the inner frame material; The frame material may be removed and cured.
上記力ようにして製造した中空部を有するコンクリート
製品にプラスチックを含浸し、更に強度有るコンクリー
ト製品を製造するには、第3図で示すように養生したコ
ンクリート製品aに外枠材1を取付けたまS乾燥処理す
るとともに真空処理してコンクリートに含有する水分及
び微細空隙の内部に存在する空気を除去した後、コンク
リート製品の中空内部に内枠材2を収納し、外枠材1の
上下端部に蓋材7,7を密に被着するとともにプラスチ
ックモノマーbを充満する。In order to manufacture a concrete product with further strength by impregnating the concrete product having a hollow part manufactured in the above manner with plastic, the outer frame material 1 is attached to the cured concrete product a as shown in Fig. 3. After S-drying and vacuum treatment to remove moisture contained in the concrete and air present inside minute voids, the inner frame material 2 is housed in the hollow interior of the concrete product, and the upper and lower ends of the outer frame material 1 are Covering materials 7, 7 are closely adhered to the container and filled with plastic monomer b.
この場合、コンクリート製品の中空内部に内枠材を収納
し、蓋材で密閉してから乾燥、真空処理し、その後プラ
スチックモノマーを充満してもよい。In this case, the inner frame material may be housed in the hollow interior of the concrete product, sealed with a lid material, dried and vacuum treated, and then filled with a plastic monomer.
そして内枠材2を膨張するとプラスチックモノマーはコ
ンクリートの微細空隙に加圧含浸するので、微細空隙に
モノマーを十分に含浸させた後枠材内部のプラスチック
モノマーを排出し、温水やスチームを供給して微細空隙
に含浸しているプラスチックモノマーをポリマーに熱重
合させる。When the inner frame material 2 is expanded, the plastic monomer is pressurized and impregnated into the microscopic voids in the concrete. After the monomer has sufficiently impregnated into the microscopic voids, the plastic monomer inside the frame material is discharged, and hot water or steam is supplied. The plastic monomer impregnated into the microscopic voids is thermally polymerized into a polymer.
したがって上記方法によれば従来のようにプラスチック
モノマー用含浸容器が必要なく、またプラスチックモノ
マーの損失や汚損が著しく少ないので経済的効果が高い
。Therefore, according to the above method, there is no need for a container for impregnating plastic monomers as in the conventional method, and loss and contamination of plastic monomers are significantly reduced, resulting in high economical effects.
またモノマー含浸用の種々機械設置が極めて簡単になる
ばかりでなく、作業が容易となる。Moreover, not only the installation of various machines for monomer impregnation becomes extremely simple, but also the work becomes easy.
なおプラスチックモノマーをコンクリート製品に含浸さ
せるため使用する内枠材は金属板を外し、また中空枠は
モノマーの浸食防止のためプラスチック製にするとよい
。Note that the inner frame material used to impregnate the concrete product with plastic monomer should have a metal plate removed, and the hollow frame should be made of plastic to prevent monomer erosion.
以上要するに本発明によれば中空部を有するコンクリー
ト製品を極めて簡単に、しかもこのコンクリート製品の
微細空隙にプラスチックを十分に含浸して物理的特性の
高い製品とすることができる。In summary, according to the present invention, a concrete product having a hollow portion can be made very easily, and the minute voids of the concrete product can be sufficiently impregnated with plastic to produce a product with high physical properties.
そして製造に際してはプラスチックモノマー用含浸容器
などの大規模な装置や特殊な技術を要することがなく、
また常に所定強度を有するコンクリート製品となるので
、各種目的に応じる製品を提供することができる。In addition, manufacturing does not require large-scale equipment such as plastic monomer impregnation containers or special technology.
Furthermore, since the concrete product always has a predetermined strength, it is possible to provide products that meet various purposes.
更に、本発明によればプラスチックモノマーの損失や汚
損が著しく少ないので経済的である。Furthermore, the present invention is economical because loss and contamination of plastic monomers are significantly reduced.
第1図はプラスチックを含浸させる前までの製造過程を
示す概略図、第2図(I)は内枠材の縦断面図、第2図
(n)は内枠材の横断面図、第3図はプラスチックを含
浸させる過程を示す概略図である。Fig. 1 is a schematic diagram showing the manufacturing process before impregnating the plastic, Fig. 2 (I) is a longitudinal cross-sectional view of the inner frame material, Fig. 2 (n) is a cross-sectional view of the inner frame material, and Fig. 3 The figure is a schematic diagram showing the process of impregnating plastic.
Claims (1)
空間部を形成し、この環状空間部にコンクリートを打設
した後に内枠材を膨張させ、内枠材の膨張によりコンク
リートを加圧締固めながら養生したコンクリート製品を
乾燥及び真空処理した後、密閉されている外枠材の内部
にプラスチックモノマーを充満し、内枠材を膨張してプ
ラスチックモノマーをコンクリートの微細空隙に加圧含
浸するようにしたことを特徴とする中空部分を有するコ
ンクリート製品の製造法。1. The inner frame material is housed inside the outer frame material to form an annular space between the two frame materials, and after pouring concrete into this annular space, the inner frame material is expanded. After drying and vacuum treating the cured concrete product while compressing the concrete under pressure, the inside of the sealed outer frame material is filled with plastic monomer, and the inner frame material is expanded to infuse the plastic monomer into the microscopic voids of the concrete. A method for manufacturing a concrete product having a hollow portion, characterized in that the concrete product is impregnated with pressure under pressure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54137041A JPS5924756B2 (en) | 1979-10-25 | 1979-10-25 | Method for manufacturing concrete products with hollow parts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54137041A JPS5924756B2 (en) | 1979-10-25 | 1979-10-25 | Method for manufacturing concrete products with hollow parts |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5662110A JPS5662110A (en) | 1981-05-27 |
| JPS5924756B2 true JPS5924756B2 (en) | 1984-06-12 |
Family
ID=15189472
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP54137041A Expired JPS5924756B2 (en) | 1979-10-25 | 1979-10-25 | Method for manufacturing concrete products with hollow parts |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5924756B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20180265707A1 (en) * | 2015-11-24 | 2018-09-20 | Fujifilm Corporation | Dichroic dye compound, dichroic dye composition, light-absorbing anisotropic film, polarizing element, and image display device |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6761168B2 (en) * | 2016-07-29 | 2020-09-23 | ジャパンパイル株式会社 | Manufacturing method of concrete pile and concrete pile |
| JP6761169B2 (en) * | 2016-07-29 | 2020-09-23 | ジャパンパイル株式会社 | Concrete pile |
-
1979
- 1979-10-25 JP JP54137041A patent/JPS5924756B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20180265707A1 (en) * | 2015-11-24 | 2018-09-20 | Fujifilm Corporation | Dichroic dye compound, dichroic dye composition, light-absorbing anisotropic film, polarizing element, and image display device |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5662110A (en) | 1981-05-27 |
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