JPH03262871A - Highly permeable formwork for casting concrete - Google Patents
Highly permeable formwork for casting concreteInfo
- Publication number
- JPH03262871A JPH03262871A JP6221590A JP6221590A JPH03262871A JP H03262871 A JPH03262871 A JP H03262871A JP 6221590 A JP6221590 A JP 6221590A JP 6221590 A JP6221590 A JP 6221590A JP H03262871 A JPH03262871 A JP H03262871A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- formwork
- synthetic resin
- water
- resin plate
- 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
- 238000009415 formwork Methods 0.000 title claims abstract description 32
- 238000005266 casting Methods 0.000 title description 4
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 22
- 239000000057 synthetic resin Substances 0.000 claims abstract description 22
- 229920005989 resin Polymers 0.000 claims abstract description 10
- 239000011347 resin Substances 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 17
- 239000004744 fabric Substances 0.000 claims description 13
- 230000035699 permeability Effects 0.000 claims description 4
- 239000011148 porous material Substances 0.000 abstract 4
- 239000004753 textile Substances 0.000 abstract 3
- 230000000694 effects Effects 0.000 description 7
- 239000011120 plywood Substances 0.000 description 5
- 208000005156 Dehydration Diseases 0.000 description 4
- 230000018044 dehydration Effects 0.000 description 4
- 238000006297 dehydration reaction Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 230000007547 defect Effects 0.000 description 3
- 150000003839 salts Chemical class 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 230000029058 respiratory gaseous exchange Effects 0.000 description 2
- BHPQYMZQTOCNFJ-UHFFFAOYSA-N Calcium cation Chemical compound [Ca+2] BHPQYMZQTOCNFJ-UHFFFAOYSA-N 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 229910001424 calcium ion Inorganic materials 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 230000002209 hydrophobic effect Effects 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
この発明は、コンクリート打設時にコンクリートから生
ずる水分の殆んどを短時間で除去できて、硬化後の表面
状態と養生状態とが同時に改良できるコンクリート打設
用型枠に関するものである。[Detailed Description of the Invention] <Industrial Application Field> This invention can remove most of the moisture generated from concrete during concrete placement in a short time, and simultaneously improve the surface condition and curing condition after hardening. This relates to formwork for concrete pouring.
〈従来の技術〉
コンクリート構造物を構築する際に打設されるコンクリ
ートには、周知にように施工性(ワーカビリティ)を確
保するために過剰の水が添加される。この過剰の水はコ
ンクリートを打設した後に締固めることで排除される。<Prior Art> As is well known, excessive water is added to concrete poured when constructing a concrete structure in order to ensure workability. This excess water is removed by compacting the concrete after it is placed.
しかしながら、締固め時に分離された水は、気泡を伴っ
て型枠面に集まり、これによって硬化したコンクリート
面にいわゆるアバタが生じる。However, the water separated during compaction collects on the formwork surface with air bubbles, which causes so-called avatars on the hardened concrete surface.
このため、コンクリート面の美観が損なわれるだけでな
く、断面欠損によるひび割れを誘発する要因となるので
ある。This not only impairs the aesthetic appearance of the concrete surface, but also causes cracks due to cross-sectional defects.
また、打設コンクリートと型枠との界面に集水した余剰
水はこの部分のコンクリートの水、セメント比を増大さ
せるので硬化後のコンクリートの耐久性を低下させ、塩
害などによる劣化を速めるのである。In addition, excess water that collects at the interface between the poured concrete and the formwork increases the water-to-cement ratio of the concrete in this area, reducing the durability of concrete after hardening and accelerating deterioration due to salt damage. .
打設したコンクリートにおける上記の欠陥は、従来コン
クリート打設時に木製合板(ベニヤ板)や鉄枠でできた
型枠を使用していたことによるものである。The above-mentioned defects in poured concrete are due to the conventional use of formwork made of wooden plywood (plywood) or steel frames when pouring concrete.
このような欠陥を排除し、コンクリート打設表面に存在
する水分を積極的に外部に排出することを目的として、
近年、型枠の表面に通水層を設けたもの(特開昭63−
11766号)、脱水用の小孔を形成した堰板とこの堰
板の形状保持を行なう端太材、さらにこの端太材の剛性
を高めるための支保工とからなる型枠(特開昭62−1
60366号)、硬質ウレタンフオーム板の片面に透水
性、通気性を有する剥離面材を取付けた型枠(特開昭6
3−55264号)、さらに型枠主体のコンクリート打
設側面に導水性緩衝シート、透水性濾材シートを積層し
た型枠(特開平1−310061号)などが提案されて
いる。With the aim of eliminating such defects and actively draining the moisture present on the concrete pouring surface to the outside,
In recent years, molds with a water permeable layer on the surface of the formwork (Japanese Patent Laid-Open No. 1983-
No. 11766), a formwork consisting of a weir plate with small holes for dewatering, thick timbers to maintain the shape of this weir plate, and shoring to increase the rigidity of this thick timber (Japanese Patent Laid-Open No. 62 -1
No. 60366), a formwork with a water-permeable and breathable release material attached to one side of a rigid urethane foam plate (Japanese Patent Laid-open No. 60366),
3-55264), and a formwork in which a water-conducting buffer sheet and a water-permeable filter sheet are laminated on the concrete casting side of the formwork (Japanese Patent Laid-Open No. 1-310061) have been proposed.
〈発明が解決しようとする課題〉
しかしながら、これら何れの型枠を用いてもコンクリー
ト打設時にコンクリートから生じる余剰の水分を除去排
除することはできても、打設固化させ型枠を取り除いた
後のコンクリートの養生に多大の労力を要したり、ある
いはコンクリート表面に水泡跡が残って美観が不十分で
あるなどの問題があった。<Problems to be Solved by the Invention> However, although it is possible to remove and eliminate excess moisture generated from concrete during concrete pouring using any of these formworks, it is possible to remove and eliminate excess moisture generated from concrete during concrete pouring, but after the concrete is poured and hardened and the formwork is removed. There were problems such as the curing of concrete requiring a great deal of labor and the appearance of blisters remaining on the concrete surface.
く課題を解決するための手段〉
この発明は上記問題点を解消するべく検討の結果なされ
たもので、コンクリートを完全に硬化しても容易に剥せ
て美観が維持できるとともに、コンクリートの硬化に必
要な水分を確保しつつ湿潤状態での養生が行なえるよう
に、多数の孔部を形成した合成樹脂板に高透水性の特殊
シートを取付けた型枠を提供するものである。Means for Solving the Problems> This invention was made as a result of studies to solve the above problems, and it can be easily peeled off even when the concrete is completely hardened to maintain its aesthetic appearance, and it can also be used to cure the concrete. The present invention provides a formwork in which a highly water-permeable special sheet is attached to a synthetic resin plate with a large number of holes formed therein so that curing can be carried out in a wet state while securing the necessary moisture.
即ち、この発明の型枠は全面に多数の脱水用の孔部を形
成した合成樹脂板のコンクリート打設側面に高透水性樹
脂を含浸させた織物シートを剥離可能に取付けたもので
ある。That is, the formwork of the present invention is a synthetic resin plate with a large number of dewatering holes formed on its entire surface, and a fabric sheet impregnated with a highly water-permeable resin is removably attached to the concrete-casting side surface of the synthetic resin plate.
く作用〉
この発明では全面に多数の脱水用の小孔を形成した合成
樹脂板のコンクリート打設側面に高透水性樹脂を含有さ
せた織物シートを剥離可能に取付けたものであるため、
打設されたコンクリートの内、高透水性樹脂を含浸させ
た織物シート近傍のコンクリートの水分が前記織物シー
トから外側に流出し、さらにこの織物シートが取付けら
れている合成樹脂板もその全面に多数の脱水用の孔部が
形成されているので、織物シート外側に流出した水分は
、この脱水用孔部を通って合成樹脂板から外部へ排出さ
れるのである。Effect> In this invention, a fabric sheet containing a highly water-permeable resin is removably attached to the concrete pouring side of a synthetic resin plate with a large number of small holes for dewatering formed on the entire surface.
Among the poured concrete, the water in the concrete near the fabric sheet impregnated with highly permeable resin flows out from the fabric sheet, and the synthetic resin board to which this fabric sheet is attached is also covered in large numbers. Since the dewatering holes are formed, the moisture flowing out to the outside of the fabric sheet is discharged from the synthetic resin plate to the outside through the dehydrating holes.
〈実施例〉
以下、図面を参照しながらこの発明の一実施例について
説明する。<Example> An example of the present invention will be described below with reference to the drawings.
第1図はこの発明の型枠の構成を示し、第2図はこの発
明の型枠を用いてコンクリートを打設した状態を示して
いる。FIG. 1 shows the configuration of a formwork according to the present invention, and FIG. 2 shows a state in which concrete is poured using the formwork according to the present invention.
図においてlは合成樹脂板であり、全面に脱水用の多数
の孔部2が形成されている。モして5は棟木である。In the figure, l is a synthetic resin plate, and a large number of holes 2 for dehydration are formed on the entire surface. 5 is the ridgepole.
また3は高透水性樹脂を含浸させた織物シートであって
、その全面に多数の微孔4があり、通気性を有するもの
である。Further, numeral 3 is a fabric sheet impregnated with a highly water-permeable resin, and has a large number of micropores 4 on its entire surface, making it breathable.
この発明の型枠は、上記の合成樹脂板lの片面、即ち、
コンクリート打設側面1aに高透水性樹脂を含浸した織
物シート3を剥離可能に貼付けたものであり、この型枠
を用いて第2図に示すようニコンクリートを打設すると
、コンクリート中の水分の脱水は通気性の織物シート3
および合成樹脂板lの多数の孔部2を通って適切なスピ
ードで行なわれるためにコンクリート中のブリージング
水や気泡が素早く型枠外に排出され、このためにコンク
リートの打上り表層面は気泡、アバタ水や水アバタが皆
無に近く減少し、緻密なコンクリート組織を形成させる
ことができるのである。しかも表層コンクリートの強度
発現が早くなるので、初期養生効果も大きく、強力で緻
密なしかも美しいコンクリート構造物を従来より短い工
期で実現させることができるのである。The formwork of the present invention has one side of the above synthetic resin plate l, that is,
A fabric sheet 3 impregnated with a highly water-permeable resin is removably attached to the concrete pouring side 1a, and when concrete is poured using this formwork as shown in Figure 2, moisture in the concrete is removed. Dehydration is done using a breathable fabric sheet 3
Since the pouring is carried out at an appropriate speed through the numerous holes 2 of the synthetic resin plate 1, breathing water and air bubbles in the concrete are quickly discharged outside the formwork. Water and water avatar are reduced to almost nothing, making it possible to form a dense concrete structure. Moreover, since the strength of the surface concrete is developed faster, the initial curing effect is greater, and strong, dense, yet beautiful concrete structures can be realized in a shorter construction period than before.
表面強度の増大はもとより、中性化速度を遅くし、塩分
浸透性を低減抑制する効果も高く、耐塩害性能をも補強
することができる。In addition to increasing surface strength, it is also highly effective in slowing down the carbonation rate, reducing and suppressing salt permeability, and can also strengthen salt damage resistance.
この発明で用いる多数の微孔を有する通気性の織物シー
トとしては、高機能疎水系の束を多層構造に編み上げた
生地に高透水性樹脂を含浸せしめて最大空間でも50μ
φ未満の高密度で、表面平滑な厚地シートが用いられる
。The breathable fabric sheet with a large number of micropores used in this invention is made by impregnating a fabric made of highly functional hydrophobic bundles into a multilayer structure with a highly water-permeable resin.
A thick sheet with a high density less than φ and a smooth surface is used.
通気度1cc/cm”/see未満の性能が活性セメン
ト粒子の流出を遮断し、空気孔や余剰水を通気、排水す
る効果を発揮する。The permeability of less than 1 cc/cm''/see is effective in blocking the outflow of activated cement particles and ventilating and draining air holes and excess water.
脱水末期には繊維の毛細管現象と拡散現象によって最終
透水効果を大いに高めるのである。At the final stage of dehydration, the final water permeation effect is greatly enhanced by the capillarity and diffusion phenomena of the fibers.
ブリージング水中のカルシウムイオン(Ca”°)を吸
収、固定してレイタンスの主成分である炭酸カルシウム
(CaCOs)の生成を抑制するため、これは透水樹脂
のもつC0〇−基によるC1°イオンの固定化に基づく
ものである。In order to absorb and fix calcium ions (Ca”°) in breathing water and suppress the production of calcium carbonate (CaCOs), which is the main component of laitance, this is done by fixing C1° ions by the C00-groups of the water-permeable resin. It is based on
この発明で使用する全面に脱水用の孔部を形成した合成
樹脂としては第3図の菱形、第4図の四角形、第5図の
三角形、第6図の六角形など何れの形状の孔部を形成す
るものであっても差支えなく、また第7図(A)に平面
図、同図(B)に側面図として示すような、両面に形成
する孔部が段違いになっているような形状のものであっ
てもよい。The synthetic resin used in this invention with holes for dehydration formed on its entire surface may have holes in any shape, such as the rhombus shown in Fig. 3, the square shown in Fig. 4, the triangle shown in Fig. 5, or the hexagonal shape shown in Fig. 6. There is no problem even if the holes are formed on both sides at different levels, as shown in FIG. 7 (A) as a plan view and as shown in FIG. 7 (B) as a side view. It may be of.
尚、この発明の型枠を構成する合成樹脂板1と織物シー
ト2のうち、合成樹脂板lには第1図あるいは第2図に
示すようにその外側に所要間隔に桟木5を必要とするが
、この桟木5は全面に多数の孔部を形成する合成樹脂板
1を製造する際に一体に成形することが好ましいが、該
合成樹脂板1の成形後に所要部分に合成樹脂製の桟木5
を取付けるようにしてもよい。Incidentally, among the synthetic resin plate 1 and the fabric sheet 2 constituting the formwork of the present invention, the synthetic resin plate l requires crosspieces 5 at required intervals on the outside as shown in FIG. 1 or 2. However, it is preferable that the crosspieces 5 are integrally molded when manufacturing the synthetic resin plate 1 that has many holes formed on the entire surface, but after the synthetic resin plate 1 is molded, synthetic resin crosspieces 5 are formed in required parts.
You may also install it.
この発明の構成になる型枠と従来のベニヤ板等の合板型
枠を用いてコンクリート打設を行なった場合のアバタ率
、脱水量をみると
となり、脱水量が多いことはコンクリートの表面強度を
比例的に増大させることを意味するものである。Looking at the avatar rate and amount of water removed when concrete is poured using the formwork of this invention and conventional plywood formwork such as plywood, it is found that the large amount of water removed means that the surface strength of concrete is proportionally reduced. It means to increase the number of people.
こうした初期強度の増大は、早期脱型や耐側圧性向上に
よる仮設材の節約、経済性を高めることになり、凍結抵
抗の向上をもはかれる等の利点を有するのである。Such an increase in initial strength has advantages such as early demolding, improved lateral pressure resistance, savings in temporary materials, and increased economic efficiency, as well as improved freezing resistance.
また、この発明の型枠を用いた場合の打設されたコンク
リートの表面強度は打設3日後、28日後において合板
のそれに比較して1.3〜1.8倍の増大が見られた。Furthermore, the surface strength of concrete cast using the formwork of the present invention was found to be 1.3 to 1.8 times higher than that of plywood 3 and 28 days after casting.
〈発明の効果〉
以上説明したように、この発明の型枠を用いるならば活
性的セメント粒子は通さず、気泡通気性を完璧にして脱
水、透水を適切なスピードで行ない、この結果、コンク
リート打設表面に気泡や水泡跡、細かな凹凸の生成を確
実に防止でき、美しいコンクリート表面とすることがで
きるのである。<Effects of the Invention> As explained above, if the formwork of the present invention is used, activated cement particles will not pass through, and bubble permeability will be perfected to allow dewatering and water permeation to occur at an appropriate speed, resulting in concrete pouring. It is possible to reliably prevent the formation of air bubbles, blisters, and fine irregularities on the concrete surface, resulting in a beautiful concrete surface.
従って、夏期には断熱作用を生じて水分の蒸発を押さえ
て養生効果をあげ、山間部の如く昼夜、晴雨の温度差の
激しい地域での打設コンクリートの表面のクラック発生
を防止することができる。Therefore, in the summer, it has an insulating effect and suppresses moisture evaporation, increasing the curing effect and preventing the occurrence of cracks on the surface of poured concrete in areas with large temperature differences between day and night, and rain and shine, such as in mountainous areas. .
また、打設コンクリート中の余剰水や気泡がシートを通
じて排除されるので、シートに接する部分のコンクリー
トの硬化速度が早くなり、初期強度が増大し、型枠の早
期脱型が可能となって型枠の使用回数の増加にも効果を
奏するのである。In addition, excess water and air bubbles in poured concrete are removed through the sheet, so the hardening speed of the concrete in contact with the sheet increases, initial strength increases, and early demolding of the formwork becomes possible. This also has the effect of increasing the number of times the frame is used.
第1図はこの発明の型枠の構成を示す斜視図、第2図は
この発明の型枠を用いたコンクリート打設状態を示す斜
視図、第3図乃至第6図はこの発明の型枠を構成する全
面に孔部を有する合成樹脂板の孔部の形状を示す正面図
、第7図(A)は合成樹脂板孔部の形状の他の例を示す
正面図、第7図(B)はその側面図である。
1・・・合成樹脂板Fig. 1 is a perspective view showing the configuration of the formwork of the present invention, Fig. 2 is a perspective view showing concrete placement using the formwork of the invention, and Figs. 3 to 6 are the formwork of the invention. FIG. 7(A) is a front view showing the shape of the hole in a synthetic resin plate having holes on its entire surface, and FIG. 7(B) is a front view showing another example of the shape of the hole in the synthetic resin plate. ) is its side view. 1...Synthetic resin board
Claims (1)
クリート打設側面に高透水性樹脂を含浸させた織物シー
トを剥離可能に取付けてなるコンクリート打設用の透水
性にすぐれた型枠。A formwork with excellent water permeability for pouring concrete, which is made by removably attaching a fabric sheet impregnated with a highly water-permeable resin to the concrete pouring side of a synthetic resin board with many holes for dewatering formed on the entire surface. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6221590A JPH03262871A (en) | 1990-03-13 | 1990-03-13 | Highly permeable formwork for casting concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6221590A JPH03262871A (en) | 1990-03-13 | 1990-03-13 | Highly permeable formwork for casting concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03262871A true JPH03262871A (en) | 1991-11-22 |
Family
ID=13193704
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6221590A Pending JPH03262871A (en) | 1990-03-13 | 1990-03-13 | Highly permeable formwork for casting concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03262871A (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62160366A (en) * | 1985-12-28 | 1987-07-16 | 清水建設株式会社 | Concrete durability enhancing mold frame construction methodand mold frame used therein |
JPS6344074A (en) * | 1986-08-08 | 1988-02-25 | 本多 富泰 | Concrete formwork |
-
1990
- 1990-03-13 JP JP6221590A patent/JPH03262871A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62160366A (en) * | 1985-12-28 | 1987-07-16 | 清水建設株式会社 | Concrete durability enhancing mold frame construction methodand mold frame used therein |
JPS6344074A (en) * | 1986-08-08 | 1988-02-25 | 本多 富泰 | Concrete formwork |
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