JPH07224460A - Permanent concrete form and its manufacture - Google Patents
Permanent concrete form and its manufactureInfo
- Publication number
- JPH07224460A JPH07224460A JP13502994A JP13502994A JPH07224460A JP H07224460 A JPH07224460 A JP H07224460A JP 13502994 A JP13502994 A JP 13502994A JP 13502994 A JP13502994 A JP 13502994A JP H07224460 A JPH07224460 A JP H07224460A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- ridges
- contact
- fiber
- permanent formwork
- 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.)
- Pending
Links
Landscapes
- Press-Shaping Or Shaping Using Conveyers (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明はコンクリート用永久型
枠とその製造方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a permanent formwork for concrete and a method for producing the same.
【0002】[0002]
【従来の技術】一般にコンクリート壁の建築は、合板製
等とされた型枠を組みこの中にコンクリートを流し込ん
で硬化を待ち、型枠を取り外してできたコンクリート壁
表面に各種化粧施工あるいは断熱壁の場合は断熱材を貼
り付ける手順により施工を行っていた。しかしながら、
上記型枠工法による場合、型枠は単に壁面を構築するた
めとしか使用されず、後の型枠取り外し作業に非常に手
間がかかる欠点があった。2. Description of the Related Art Generally, a concrete wall is constructed by forming a mold made of plywood or the like, pouring concrete into the mold, waiting for it to harden, and removing the mold from the concrete wall surface. In the case of, the construction was performed by the procedure of attaching the heat insulating material. However,
In the case of the above-mentioned formwork method, the formwork is used only for constructing the wall surface, and there is a drawback that the subsequent work for removing the formwork takes a lot of trouble.
【0003】このような観点から、繊維補強セメント製
のコンクリート工事用永久型枠が提案され、従来の合板
製型枠に代えて使用することが提案されている(例えば
特開平3-293473号公報) 。この種コンクリート製型枠は
打設されるコンクリートと最終的には一体化し、型枠が
そのまま建築構造物の壁あるいは柱などと一体化されて
しまうので後の枠外し作業が省略できる利点を有する。From such a viewpoint, a permanent formwork made of fiber reinforced cement for concrete construction has been proposed, and it has been proposed to use it instead of a conventional plywood formwork (for example, Japanese Patent Laid-Open No. 3-293473). ). This type of concrete formwork has the advantage that it can be integrated with the concrete to be poured and the formwork will be integrated with the walls or columns of the building structure as it is, so that the subsequent frame removal work can be omitted. .
【0004】[0004]
【従来技術の問題点】ところで、上記コンクリート工事
用永久型枠は、打設されるコンクリートとの付着性を良
くするため、裏面に突条を設けたり、さらに付着性を改
良するためこれらの面を粗面とし、物理的な付着性をも
良くすることが考えられるが、突条表面を粗面とする
と、これに伴って表面の平滑度が損なわれ、これらコン
クリート永久型枠を積み重ねて保管する場合など、粗く
された面が他のコンクリート型枠表面と接触し、この面
を損傷したり、あるいは表面が粗面のため平滑状態が均
一とならず積層状態が安定しないこととなる問題があっ
た。また、これら粗面を形成する場合も、注型成形の場
合は粗面の脱型が困難となる場合がある。[Problems of the prior art] By the way, the above-mentioned permanent formwork for concrete construction is provided with a ridge on the back surface in order to improve the adhesiveness with the concrete to be placed, and to further improve the adhesiveness. It is possible to make the surface rough and improve the physical adhesion.However, if the surface of the ridge is rough, the smoothness of the surface is impaired and the concrete permanent formwork is stacked and stored. If the roughened surface comes into contact with another concrete formwork surface and damages this surface, or the surface is rough, there is a problem that the smooth state is not uniform and the laminated state is not stable. there were. Also, in the case of forming these rough surfaces, it may be difficult to remove the rough surfaces in the case of cast molding.
【0005】[0005]
【発明が解決しようとする課題】この発明は上記問題点
に鑑み、コンクリート工事用永久型枠において、コンク
リートとの付着性を良くする粗面が、積層される他のコ
ンクリート型枠の表面を損傷する恐れがなく、安定した
積重状態とでき、しかも容易に粗面を形成できるコンク
リート用永久型枠とその製造方法を提供することを目的
としてなされたものである。SUMMARY OF THE INVENTION In view of the above problems, the present invention provides a permanent formwork for concrete work in which a rough surface that improves adhesion to concrete damages the surface of another laminated concrete formwork. It is an object of the present invention to provide a permanent formwork for concrete which can be stably stacked and which can easily form a rough surface, and a method for producing the same.
【0006】[0006]
【課題を解決するための手段】即ち、この発明のコンク
リート用永久型枠は、中空あるいは充実体とされた繊維
補強セメント製板状体(1A)の端面に接合用係合段部
(2A)、(2B)が設けられ、打設されるコンクリー
トと接する面(1C)に複数条の突条(3)…(3)が
設けられて成るコンクリート用永久型枠(1)におい
て、前記複数条の突条(3)…(3)間の型枠表面(1
D)のみが粗面とされてなることを特徴とするもの及
び、前記複数条の突条(3)…(3)間の型枠表面(1
D)或いは突条部(3)のうち少なくとも一つの突条
(3)以上の表面が粗面とされてなることを特徴とする
ものであり、いま一つの発明は上記コンクリート用永久
型枠の製造方法に関し、繊維補強セメント混練材料
(S)を中空あるいは充実体の板状体であって一面に複
数条の突条(3)…(3)を有する板状体(1A)に押
出成形する場合、前記板状体(1A)を成形する成形口
金(4)の一面の突条(3)…(3)間に対応する位置
に、前記板状体(1A)の表面側へ延出して接するプレ
ート部材(5)…(5)を前記成形口金(4)の幅方向
に沿って一定間隔毎に取り付けて押出成形することを特
徴とするものである。That is, the permanent formwork for concrete of the present invention has an engaging step (2A) for joining to an end face of a fiber-reinforced cement plate-like body (1A) which is hollow or solid. , (2B) are provided, and a plurality of projecting ridges (3) ... (3) are provided on a surface (1C) that comes into contact with the concrete to be cast. Forming surface (1) between ridges (3) ... (3)
D) only has a rough surface, and the mold surface (1) between the plurality of ridges (3) ... (3).
D) or at least one ridge (3) of the ridges (3) has a roughened surface, and another aspect of the present invention is the permanent mold for concrete described above. Regarding the manufacturing method, the fiber-reinforced cement kneading material (S) is extruded into a plate-like body (1A) which is a hollow or solid plate-like body having a plurality of projections (3) ... (3) on one surface. In this case, it extends to the surface side of the plate-shaped body (1A) at a position corresponding to the ridges (3) ... (3) on one surface of the molding die (4) for molding the plate-shaped body (1A). The plate members (5) ... (5) in contact with each other are attached at regular intervals along the width direction of the molding die (4) and extrusion molding is performed.
【0007】さらに別の発明は上記コンクリート用永久
型枠の製造方法に関し、繊維補強セメント混練材料によ
り、端面に接合用係合段部(2A)、(2B)と、打設
されるコンクリートと接する面(1C)に複数条の突条
(3)…(3)を有するコンクリート用永久型枠(1)
を成形し、養生硬化した後、打設されるコンクリートと
接する面(1C)を粗く研削することによって目視可能
な、かつアトランダムな凹状の筋を形成すると共に含ま
れる補強繊維を露出させ、ケバ立たせることを特徴とす
るものであり、さらに、繊維補強セメント混練材料によ
り、端面に接合用係合段部(2A)、(2B)と、打設
されるコンクリートと接する面(1C)に複数条の突条
(3)…(3)を有するコンクリート用永久型枠(1)
を成形し、養生硬化した後、打設されるコンクリートと
接する面(1C)を酸処理し、表面のセメント成分を溶
出させ、その後直ちに水洗いすることにより、表面のセ
メント層に含まれる補強繊維を露出させてケバ立たせる
ことを特徴とするものである。Still another invention relates to a method for manufacturing a permanent formwork for concrete as described above, wherein the joining step portions (2A) and (2B) for joining are joined to the end face by a fiber-reinforced cement kneading material and the concrete to be cast. Permanent formwork for concrete (1) having a plurality of ridges (3) ... (3) on the surface (1C)
After molding and curing and curing, the surface (1C) in contact with the concrete to be placed is roughly ground to form visible and atundum concave streaks, and the reinforcing fibers contained therein are exposed. In addition, the fiber-reinforced cement kneading material is used to make a plurality of joining step portions (2A) and (2B) for joining on the end surface and a surface (1C) which comes into contact with the concrete to be placed. Permanent formwork for concrete (1) having ridges (3) ... (3)
After molding and curing and curing, the surface (1C) in contact with the concrete to be poured is treated with acid to elute the cement component on the surface and then immediately washed with water to reinforce the reinforcing fibers contained in the cement layer on the surface. The feature is that it is exposed and fluffy.
【0008】[0008]
【実施例】次にこの発明の実施例を説明する。図1はこ
の発明の実施例の断面図、図2は実施例の平面図、図3
はこの発明の方法を実施する成形口金の要部拡大断面
図、図4は同正面図である。Embodiments of the present invention will be described below. 1 is a sectional view of an embodiment of the present invention, FIG. 2 is a plan view of the embodiment, and FIG.
FIG. 4 is an enlarged sectional view of a main part of a forming die for carrying out the method of the present invention, and FIG. 4 is a front view of the same.
【0009】この発明のコンクリート用永久型枠(1)
は、中空あるいは充実体(図示例は充実体)とされた繊
維補強セメント製板状体(1A)の端面(1B)、(1
B)に接合用係合段部(2A)、(2B)が設けられ、
打設されるコンクリートと接する面(1C)に複数条の
突条(3)…(3)が設けられて成るコンクリート用永
久型枠(1)において、複数条の突条(3)…(3)間
の型枠表面(1D)…(1D)のみが粗面とされて構成
さている。また、上記実施例において複数条の突条
(3)…(3)の包括平面の精度が高い場合は突条
(3)…(3)の少なくとも一つの表面を粗面としても
良い。Permanent formwork for concrete of the present invention (1)
Is the end face (1B) of the plate-shaped body (1A) made of fiber-reinforced cement, which is hollow or solid (solid body in the illustrated example), (1
B) is provided with joining engaging step portions (2A) and (2B),
In a permanent formwork for concrete (1) having a plurality of ridges (3) ... (3) provided on a surface (1C) in contact with concrete to be placed, a plurality of ridges (3) ... (3) Between (1) to (1D) are rough surfaces. Further, in the above-mentioned embodiment, when the precision of the comprehensive plane of the plurality of ribs (3) ... (3) is high, at least one surface of the ribs (3) ... (3) may be a rough surface.
【0010】次にこの発明のコンクリート永久型枠
(1)の製造方法を説明する。繊維補強セメント混練材
料(S)を、中空あるいは充実体の板状体であって一面
に複数条の突条(3)…(3)を有する板状体(1A)
に押出成形する場合、板状体(1A)を成形する成形口
金(4)の突条(3)…(3)間に対応する位置に、板
状体(1A)の表面側へ延出して接するプレート部材
(5)…(5)を成形口金(4)の幅方向に沿って一定
間隔毎に取り付けて押出成形することによって、突条
(3)…(3)間の型枠(1)表面を粗面とするのであ
る。Next, a method for producing the concrete permanent formwork (1) of the present invention will be described. A plate-like body (1A) containing a fiber-reinforced cement kneading material (S), which is a hollow or solid plate-like body having a plurality of projections (3) ... (3) on one surface.
In the case of extrusion molding into a plate-shaped body (1A), it is extended to the surface side of the plate-shaped body (1A) at a position corresponding to the ridges (3) ... (3) of the molding die (4) for molding the plate-shaped body (1A). Forming (1) between the ridges (3) ... (3) by attaching plate members (5) ... (5) in contact with each other at regular intervals along the width direction of the forming die (4) and performing extrusion molding. The surface is roughened.
【0011】なお、上記実施例においてプレート部材
(5)…(5)のセメント混練物(S)と接する接触端
(5A)を図3の部分拡大図に示すように、90°の角度
より小さい鋭角θのナイフエッジ状とすることが望まし
い。このようなナイフエッジ状とすることにより押出成
形材料表面に乱流が生じ表面が荒らされて自然に粗面の
状態となる。特にセメント混練物(S)内に補強繊維が
混入されている場合は、繊維がこの接触端(5A)に引
っ掛かるのでより粗面が形成されやすい。In the above embodiment, the contact ends (5A) of the plate members (5) ... (5) in contact with the cement-kneaded material (S) are smaller than an angle of 90 ° as shown in the partially enlarged view of FIG. It is desirable to have a knife edge shape with an acute angle θ. With such a knife-edge shape, a turbulent flow is generated on the surface of the extruded molding material and the surface is roughened so that the surface becomes naturally rough. In particular, when reinforcing fibers are mixed in the cement kneaded material (S), the fibers are caught on the contact ends (5A), so that a rough surface is more likely to be formed.
【0012】上記コンクリート用永久型枠の製造方法の
実施例として押出成形において同時に粗面を成形する場
合を示したが、養生硬化した後の製品の場合は、コンク
リート用永久型枠(1)の打設されるコンクリートと接
する面(1C)をサンドブラスト、研磨ブラシあるいは
サンドペーパなどにより粗く研削することによって目視
可能な、かつアトランダムな凹状の筋を形成すると共に
含まれる補強繊維を露出させ、ケバ立たせる。As an example of the method for producing a permanent mold for concrete described above, the case where a rough surface is formed at the same time in extrusion molding is shown, but in the case of a product after curing and curing, the permanent mold for concrete (1) Roughly grind the surface (1C) in contact with the concrete to be placed by sandblasting, polishing brush, sandpaper, etc. to form visible and at random random streaks, and to expose the reinforcing fibers contained and make them fluffy. It
【0013】上記研削処理は、サンドペーパの#48よ
り粗い目に相当する研削手段で実施する。この理由は、
#48より細かい目に相当する研削処理では、処理面が
平滑化されてしまい、繊維のケバ立ちが得られないから
である。望ましくは#24程度の粗さが最も好ましい。
図5はこの方法で得たコンクリート用永久型枠(1)の
要部拡大断面図を示し粗い目の研削処理によりできたア
トランダムな凹状の筋(1E)及びこの凹状の筋によっ
て露出されケバ立たされた補強繊維(1F)の状態を示
す。The above grinding process is carried out by a grinding means corresponding to a coarser grain than sandpaper # 48. The reason for this is
This is because the grinding surface corresponding to a finer mesh than # 48 smoothes the surface to be treated, and the fluffing of the fiber cannot be obtained. Desirably, a roughness of about # 24 is most preferable.
FIG. 5 is an enlarged cross-sectional view of the main parts of the permanent formwork (1) for concrete obtained by this method, showing atundum concave streaks (1E) formed by the rough grinding process and the kerfs exposed by the concave streaks The state of the standing reinforcing fiber (1F) is shown.
【0014】上記実施例として機械的手段による場合を
示したが、これに限らず化学的手段によっても実施でき
る。即ち繊維補強セメント混練材料により、端面に接合
用係合段部(2A)、(2B)と、打設されるコンクリ
ートと接する面(1C)に複数条の突条(3)…(3)
を有するコンクリート用永久型枠(1)を成形し、養生
硬化した後、打設されるコンクリートと接する面(1
C)を酸処理し、表面のセメント成分を溶出させ、その
後直ちに水洗いすることにより、表面のセメント層に含
まれる補強繊維を露出させてケバ立たせるのである。Although the case of using a mechanical means is shown as the above-mentioned embodiment, the invention is not limited to this, and a chemical means can also be used. That is, using the fiber-reinforced cement kneading material, the engaging step portions (2A) and (2B) for joining to the end surface, and the plurality of ridges (3) ... (3) on the surface (1C) in contact with the concrete to be placed.
After molding a permanent mold for concrete (1) having the above and curing and curing, a surface (1
C) is treated with an acid to elute the cement component on the surface, and then immediately washed with water to expose the reinforcing fibers contained in the cement layer on the surface to make them fluffy.
【0015】図6はこの方法で処理したコンクリート用
永久型枠(1)の要部拡大断面図を示し、図中(1G)
は酸処理によってできた凹凸面、(1F)は露出された
繊維を示す。FIG. 6 shows an enlarged cross-sectional view of the essential parts of a permanent formwork (1) for concrete treated by this method.
Indicates an uneven surface formed by the acid treatment, and (1F) indicates an exposed fiber.
【0016】この方法による場合、コンクリート用永久
型枠(1)のコンクリートと接する全面を均一に処理可
能となる。なお、酸処理を長時間行ったりあるいは強酸
で行うと、コンクリート用永久型枠本体が侵されて強度
低下の恐れがあるため、酸として希塩酸を使用し、また
希塩酸塗布後10分以内で表層のみを浸食する。この酸
処理によって、セメント成分は溶出するが、繊維は溶出
しないため浸食された層に含まれる補強繊維が露出して
ケバ立つ。According to this method, the entire surface of the permanent mold for concrete (1) in contact with concrete can be uniformly treated. If the acid treatment is carried out for a long period of time or with a strong acid, the permanent formwork body for concrete may be attacked and the strength may be reduced. Erodes. By this acid treatment, the cement components are eluted, but the fibers are not eluted, so that the reinforcing fibers contained in the eroded layer are exposed and become fluffy.
【0017】[0017]
【作用】請求項1のコンクリート用永久型枠(1)は、
突条(3)…(3)表面は平滑、突条間の表面が粗面と
されるので、コンクリート永久型枠(1)を積み重ねた
場合、平滑面が他のコンクリート永久型枠(1)と接す
るのでこれらを損傷することはない。The permanent mold (1) for concrete according to claim 1 is
Since the surfaces of the ridges (3) ... (3) are smooth and the surface between the ridges is a rough surface, when the concrete permanent formwork (1) is stacked, the smooth surface has the other concrete permanent formwork (1). It does not damage these as it comes into contact with.
【0018】請求項2のコンクリート用永久型枠(1)
は、突条(3)の包括平面精度が十分に高くされている
場合、その突条表面を粗面としても積重状態の時に安定
した積重状態となる。また、請求項1及び2のコンクリ
ート用永久型枠(1)は共に打設されたコンクリートが
粗面とされた面に対して付着性が良く、突条と相まって
打設されたコンクリートと強力な付着力を発揮する。Permanent formwork (1) for concrete according to claim 2
In the case where the ridge (3) has a sufficiently high plane flatness accuracy, a stable stacking state is achieved when the ridge surface is rough even when the ridge surface is rough. Further, the permanent formwork (1) for concrete according to claims 1 and 2 has good adhesiveness to the rough surface of the cast concrete, and is strong against the concrete cast together with the ridges. Exhibits adhesion.
【0019】請求項3のコンクリート用永久型枠の製造
方法は、押出成形する場合、成形口金にプレート部材を
取り付けるだけで簡単に粗面が形成される。In the method of manufacturing a permanent mold for concrete according to the third aspect of the present invention, when extrusion molding is performed, a rough surface can be easily formed simply by attaching a plate member to the molding die.
【0020】請求項4は、硬化後のコンクリート用永久
型枠に加工を行うので、どのような成形手段で得たコン
クリート用永久型枠であっても適用可能となり、また粗
い目の研削処理であるので短時間で目的の研削処理が可
能となる。請求項5は、化学的処理により行うので、動
力が不要となる。また処理後の希塩酸はセメントとによ
りかなり中和されており、廃液処理の負担も軽減され
る。According to the present invention, since the permanent mold for concrete after hardening is processed, it can be applied to any permanent mold for concrete obtained by any molding means. Therefore, the desired grinding process can be performed in a short time. Since claim 5 is carried out by a chemical treatment, no power is required. Further, the dilute hydrochloric acid after treatment is considerably neutralized with cement, which reduces the burden of waste liquid treatment.
【0021】[0021]
【発明の効果】以上説明したように請求項1及び2のコ
ンクリート用永久型枠(1)によれば、使用に際し積み
重ね保管しても不安定とならず、また相互の接触により
表面が損傷したりすることがないか、あっても非常に少
なく、しかも打設コンクリートとの付着性が非常に良
く、より強度に優れた建築物が構築可能となり、請求項
3のコンクリート用永久型枠の製造方法によれば、単に
成形口金にプレート部材を取り付けるだけで良いから実
施も容易で安価に、かつ大量に性能の優れた型枠を製造
できる。As described above, according to the permanent formwork (1) for concrete of claims 1 and 2, it does not become unstable even when stacked and stored before use, and the surface is damaged by mutual contact. The manufacturing of the permanent formwork for concrete according to claim 3, wherein the building has a higher strength, and has little or no damage, and has very little adhesion to the cast concrete. According to the method, since it is sufficient to simply attach the plate member to the forming die, it is easy to carry out, inexpensive, and it is possible to manufacture a large amount of molds having excellent performance.
【0022】また請求項4の発明によれば押出成形に限
らず、他の製造方法にって得たコンクリート用永久型枠
についても適用可能であり、また粗い目の処理であるか
ら処理時間も迅速にできる効果を有する。請求項5の発
明によれば、含まれる繊維のケバ立ちを化学的処理によ
るので、動力が不要な上騒音も発生せず、迅速に繊維の
ケバ立ちを得ることができる。また、処理後の希塩酸の
排液もセメント成分でかなり中和されているので、廃液
処理の負担も少ないなどの効果を有する。Further, according to the invention of claim 4, the present invention is not limited to extrusion molding, but can be applied to a permanent mold for concrete obtained by another manufacturing method, and since it is a rough treatment, the processing time is also long. Has the effect of being able to quickly. According to the fifth aspect of the invention, since the fluffing of the fibers contained is performed by a chemical treatment, it is possible to quickly obtain the fluffing of the fibers without requiring power and without generating noise. Further, since the waste liquid of dilute hydrochloric acid after the treatment is considerably neutralized by the cement component, there is an effect that the burden of treating the waste liquid is small.
【図1】この発明の実施例の断面図である。FIG. 1 is a sectional view of an embodiment of the present invention.
【図2】実施例の平面図である。FIG. 2 is a plan view of the embodiment.
【図3】この発明の方法を実施する成形口金の断面図で
ある。FIG. 3 is a sectional view of a forming die for carrying out the method of the present invention.
【図4】この発明の方法を実施する成形口金の正面図で
ある。FIG. 4 is a front view of a molding die for carrying out the method of the present invention.
【図5】他の発明で得たコンクリート用永久型枠表面の
要部拡大断面図である。FIG. 5 is an enlarged sectional view of an essential part of the surface of a permanent mold for concrete obtained by another invention.
【図6】さらに他の発明で得たコンクリート用永久型枠
表面の要部拡大断面図である。FIG. 6 is an enlarged sectional view of an essential part of the surface of a permanent formwork for concrete obtained according to still another invention.
(1)…コンクリート用永久型枠 (1A)…繊維補強セメント製板状体 (1B)…端面 (1C)…打設されるコンクリートと接する面 (1D)…突条間の型枠表面 (1E)…目視可能な凹状の筋 (1F)…ケバ立たされた繊維 (2A)…接合用係合段部 (2B)…接合用係合段部 (3)…突条 (4)…成形口金 (5)…プレート部材 (S)…繊維補強セメント混練材料 (1) ... Permanent formwork for concrete (1A) ... Fiber reinforced cement plate (1B) ... End face (1C) ... Surface in contact with concrete to be placed (1D) ... Formwork surface between ridges (1E) ): Visually visible concave streaks (1F): fluffed fibers (2A): joining engagement step (2B) ... joining engagement step (3) ... ridge (4) ... molding die ( 5) ... Plate member (S) ... Fiber reinforced cement kneading material
Claims (5)
メント製板状体(1A)の端面に接合用係合段部(2
A)、(2B)が設けられ、打設されるコンクリートと
接する面(1C)に複数条の突条(3)…(3)が設け
られて成るコンクリート用永久型枠(1)において、前
記複数条の突条(3)…(3)間の型枠表面(1D)の
みが粗面とされてなることを特徴とするコンクリート用
永久型枠。1. An engaging step (2) for joining to an end surface of a plate-shaped body (1A) made of a fiber-reinforced cement which is hollow or solid.
A), (2B) are provided, and a plurality of projecting ridges (3) ... (3) are provided on a surface (1C) that comes into contact with the concrete to be placed. A permanent formwork for concrete, characterized in that only the formwork surface (1D) between a plurality of ridges (3) ... (3) is roughened.
メント製板状体(1A)の端面に接合用係合段部(2
A)、(2B)が設けられ、打設されるコンクリートと
接する面(1C)に複数条の突条(3)…(3)が設け
られて成るコンクリート用永久型枠(1)において、前
記複数条の突条(3)…(3)間の型枠表面(1D)或
いは突条部(3)のうち少なくとも一つの突条(3)以
上の表面が粗面とされてなることを特徴とするコンクリ
ート用永久型枠。2. An engaging step (2) for joining to an end face of a fiber-reinforced cement plate-like body (1A) which is hollow or solid.
A), (2B) are provided, and a plurality of projecting ridges (3) ... (3) are provided on a surface (1C) that comes into contact with the concrete to be placed. Form surface (1D) between a plurality of ridges (3) ... (3) or at least one ridge (3) of the ridges (3) is characterized by being rough Permanent formwork for concrete.
あるいは充実体の板状体であって一面に複数条の突条
(3)…(3)を有する板状体(1A)に押出成形する
場合、前記板状体(1A)を成形する成形口金(4)の
一面の突条(3)…(3)間に対応する位置に、前記板
状体(1A)の表面側へ延出して接するプレート部材
(5)…(5)を前記成形口金(4)の幅方向に沿って
一定間隔毎に取り付けて押出成形することを特徴とする
コンクリート用永久型枠の製造方法。3. The fiber-reinforced cement kneading material (S) is extruded into a hollow or solid plate-like body having a plurality of projections (3) ... (3) on one surface. In the case of doing, it extends to the surface side of the plate-shaped body (1A) at a position corresponding to the ridges (3) ... (3) on one surface of the molding die (4) for molding the plate-shaped body (1A). A method for manufacturing a permanent formwork for concrete, characterized in that plate members (5) ... (5) that come into contact with each other are attached at regular intervals along the width direction of the forming die (4) and extrusion molding is performed.
に接合用係合段部(2A)、(2B)と、打設されるコ
ンクリートと接する面(1C)に複数条の突条(3)…
(3)を有するコンクリート用永久型枠(1)を成形
し、養生硬化した後、打設されるコンクリートと接する
面(1C)を粗く研削することによって目視可能な、か
つアトランダムな凹状の筋(1E)を形成すると共に含
まれる補強繊維(1F)を露出させ、ケバ立たせること
を特徴とするコンクリート用永久型枠の製造方法。4. The fiber-reinforced cement kneading material is used for joining engagement step portions (2A), (2B) on an end surface, and a plurality of ridges (3) on a surface (1C) in contact with concrete to be placed.
After molding the permanent formwork (1) for concrete having (3), curing and curing, the surface (1C) in contact with the concrete to be placed is roughly ground, and at least visible concave random streaks A method for producing a permanent formwork for concrete, which comprises forming (1E) and exposing the reinforcing fibers (1F) contained therein to make them fluffy.
に接合用係合段部(2A)、(2B)と、打設されるコ
ンクリートと接する面(1C)に複数条の突条(3)…
(3)を有するコンクリート用永久型枠(1)を成形
し、養生硬化した後、打設されるコンクリートと接する
面(1C)を酸処理し、表面のセメント成分を溶出さ
せ、その後直ちに水洗いすることにより、表面のセメン
ト層に含まれる補強繊維(1F)を露出させてケバ立た
せることを特徴とするコンクリート用永久型枠の製造方
法。5. The fiber-reinforced cement kneading material is used to form a plurality of ridges (3) on the end faces (2A), (2B) for joining, and on the face (1C) in contact with the concrete to be placed.
After molding the permanent formwork (1) for concrete having (3) and curing and hardening, the surface (1C) in contact with the concrete to be placed is acid-treated to elute the cement component on the surface, and then immediately washed with water. Thereby, the reinforcing fiber (1F) contained in the cement layer on the surface is exposed to make it stand up, and a method for producing a permanent formwork for concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13502994A JPH07224460A (en) | 1993-12-14 | 1994-05-24 | Permanent concrete form and its manufacture |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34290493 | 1993-12-14 | ||
JP5-342904 | 1993-12-14 | ||
JP13502994A JPH07224460A (en) | 1993-12-14 | 1994-05-24 | Permanent concrete form and its manufacture |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH07224460A true JPH07224460A (en) | 1995-08-22 |
Family
ID=26468978
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13502994A Pending JPH07224460A (en) | 1993-12-14 | 1994-05-24 | Permanent concrete form and its manufacture |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07224460A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1082060A (en) * | 1996-09-06 | 1998-03-31 | Ohbayashi Corp | Concrete monolithic method and precast member |
CN104131695A (en) * | 2014-08-24 | 2014-11-05 | 国家电网公司 | Roughening-free concrete slab pouring device |
CN105350717A (en) * | 2015-11-27 | 2016-02-24 | 浙江大学 | Reinforcement pin joint permanency beam formwork, concrete structural member and manufacturing method |
-
1994
- 1994-05-24 JP JP13502994A patent/JPH07224460A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1082060A (en) * | 1996-09-06 | 1998-03-31 | Ohbayashi Corp | Concrete monolithic method and precast member |
CN104131695A (en) * | 2014-08-24 | 2014-11-05 | 国家电网公司 | Roughening-free concrete slab pouring device |
CN105350717A (en) * | 2015-11-27 | 2016-02-24 | 浙江大学 | Reinforcement pin joint permanency beam formwork, concrete structural member and manufacturing method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH07224460A (en) | Permanent concrete form and its manufacture | |
JP2686555B2 (en) | Formwork for step molding | |
JP2002327532A (en) | Concrete form | |
JP2769291B2 (en) | Concrete formwork and concrete formwork mold | |
JP2583824B2 (en) | Concrete formwork | |
KR20030072274A (en) | Marble tile and its manufacturing process | |
JP3122440B1 (en) | Formwork for cement products | |
JPH06220954A (en) | Manufacture of concrete column | |
KR20050046869A (en) | Form available for wall | |
JP3192008B2 (en) | Method for producing washed concrete product and formwork for production | |
JP2802829B2 (en) | Concrete or mortar molding method | |
JPH05287828A (en) | Formwork building material and manufacture thereof | |
JPH06280331A (en) | Permanent form for concrete construction | |
JPH0716820A (en) | Shaped article forming die, shaped article forming method using it, and shaped article obtained thereby | |
JPH0656334U (en) | Formwork member | |
JPH0647724A (en) | Manufacture of concrete building material | |
JP2510381B2 (en) | Form for concrete panel molding | |
JPH0760738A (en) | Semi-pc plate and its production | |
JPH08218626A (en) | Form panel and manufacture of building using it | |
JP2003033906A (en) | Form for transferring uneven pattern, and molding molded by using the same | |
JPH11171664A (en) | Prevention of deformation of thin precast placing frame mold | |
JPH06158759A (en) | Form building material | |
JPH07292689A (en) | Precast concrete foundation structure and construction method thereof | |
JPH03205104A (en) | Production of composite panel | |
JPH06206215A (en) | Thin plate reinforcing plate and production thereof |