JPH03271463A - Concrete placing mold form - Google Patents
Concrete placing mold formInfo
- Publication number
- JPH03271463A JPH03271463A JP7039390A JP7039390A JPH03271463A JP H03271463 A JPH03271463 A JP H03271463A JP 7039390 A JP7039390 A JP 7039390A JP 7039390 A JP7039390 A JP 7039390A JP H03271463 A JPH03271463 A JP H03271463A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- formwork
- synthetic resin
- open
- water
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 22
- 230000035699 permeability Effects 0.000 claims abstract description 19
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 16
- 239000000057 synthetic resin Substances 0.000 claims abstract description 16
- 238000009415 formwork Methods 0.000 claims description 37
- 238000005266 casting Methods 0.000 claims description 3
- 238000005187 foaming Methods 0.000 abstract 2
- 239000011120 plywood Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 229920005989 resin Polymers 0.000 description 4
- 239000011347 resin Substances 0.000 description 4
- 230000007547 defect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 150000003839 salts Chemical class 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000004027 cell Anatomy 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000008188 pellet Substances 0.000 description 1
- 229920013716 polyethylene resin Polymers 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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)、硬質つ1/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
63−55264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l−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
60366), a formwork with a water-permeable and air-permeable peeling material attached to one side of a rigid one/tan form board (Japanese Patent Application Laid-open No. 63-55264), and a water-conducting formwork on the concrete pouring side of the formwork. A formwork in which a buffer sheet and a water-permeable filter sheet are laminated (Japanese Patent Application Laid-open No. 1-310061) has 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が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 solidified 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を行なうことが
可能な透水性および通気性を有する連通気泡性の合成樹
脂板よりなる型枠を見出したものである。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. We have discovered a formwork made of open-cell synthetic resin plates with water permeability and air permeability that allows curing in a wet state while securing the necessary moisture.
即ち、この発明は透水性および通気性を有する連通気泡
性の合成樹脂板よりなり、その内部を中空とし、外側の
一方の面に所要間隔に桟木な取付けてなるコンクリート
打設用型枠を提供するものである。That is, the present invention provides a formwork for concrete pouring, which is made of an open-cell synthetic resin board with water permeability and air permeability, is hollow inside, and is attached to one of the outside surfaces with crosspieces at required intervals. It is something to do.
〈作用〉
この発明の型枠は透水性および通気性を有する連通気泡
性の合成樹脂板製で、その内部を中空とした構造である
ため、打設されたコンクリートの水分はコンクリート面
が接する該型枠の連通気泡性の表面から内部に浸透し、
さらに中空内部から反対側の連通気泡面を通って外部へ
排出されるのである。<Function> The formwork of this invention is made of open-cell synthetic resin board with water permeability and air permeability, and has a hollow structure inside, so moisture in the poured concrete is absorbed into the area where the concrete surface comes in contact. Penetrates into the interior through the open-cell surface of the formwork,
Furthermore, it is discharged from the hollow interior to the outside through the open cell surface on the opposite side.
〈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への構成を示している。即ち、
図において1は合成樹脂板であり、該樹脂板1は全面が
透水性および通気性を有する連通気泡性のものからなり
、その内部2は中空となっている。このような構成の連
通気泡性合成樹脂板からなる型枠Aにおいて、内部2は
型枠Aの補強の意味も含めて図のように複数条に仕切ら
れた中空部2a、2b、2c・・・から構成されている
。3は型枠Aのコンクリート打設側面4の反対側面5に
形成されている合成樹脂製桟木である。FIG. 1 shows the structure of the formwork according to the present invention. That is,
In the figure, reference numeral 1 denotes a synthetic resin plate, and the entire surface of the resin plate 1 is made of an open-cell material having water permeability and air permeability, and its interior 2 is hollow. In the formwork A made of an open-cell synthetic resin plate having such a structure, the interior 2 is divided into a plurality of hollow sections 2a, 2b, 2c, etc., as shown in the figure, including the purpose of reinforcing the formwork A.・It is composed of. Reference numeral 3 denotes a synthetic resin crosspiece formed on the opposite side 5 of the concrete pouring side 4 of the formwork A.
上記のような構成からなるこの発明の型枠な用いてコン
クリートの打設を行なうと、コンクリート中の水分の脱
水は型枠Aのコンクリート打設側面4の透水性および通
気性を有する連通気泡性面から中空内部を通って反対側
面5の連通気泡性面へ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(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。When concrete is poured using the formwork of the present invention having the above-described structure, water in the concrete is removed by the open-cell structure having water permeability and air permeability on the concrete casting side surface 4 of the formwork A. Since the pouring is carried out at an appropriate speed from the surface through the hollow interior to the open-cell surface on the opposite side 5, breathing water and air bubbles in the concrete are quickly discharged outside the formwork, and as a result, the surface of the concrete is filled with air bubbles. , avatar water and water avatar are reduced to almost nothing, and a dense concrete structure can be formed. Moreover, the strength of the surface concrete develops quickly.
It has a great initial curing effect, and it is possible to create strong, dense, and beautiful concrete and reit structures in a shorter construction period than conventional methods.
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.
この発明の透水性および通気性を有する連通気泡性合成
樹脂板からなり、その内部が中空の型枠は、例えば塩化
ビニル樹脂、ポリエチレン樹脂、ポリプロピレン樹脂な
どの合成樹脂を素材としてこれに発泡剤を混入した発泡
性ペレットを第1図のような型枠を得ることができる金
型内に充填し、加熱することによって得ることができる
。発泡倍率は2〜10倍程度である。The formwork of the present invention, which is made of an open-cell synthetic resin board with water permeability and air permeability, and whose interior is hollow, is made of a synthetic resin such as vinyl chloride resin, polyethylene resin, or polypropylene resin, and is treated with a foaming agent. It can be obtained by filling the mixed foamable pellets into a mold capable of producing a mold as shown in FIG. 1, and heating it. The expansion ratio is about 2 to 10 times.
また、第1図における複数条に仕切られた中空部2a、
2b、2Cの形状は長方形を示しであるが、その形状は
第2図(a)の菱形や同図(b)の三角形、同図(C)
の六角形など何れの形状であっても差し支えない。Moreover, the hollow part 2a partitioned into multiple strips in FIG.
The shapes of 2b and 2C are rectangles, but the shapes can be the rhombus in Figure 2(a), the triangle in Figure 2(b), or the triangle in Figure 2(C).
It can be any shape, such as a hexagon.
第1図における桟木3は、上記したこの発明の型枠成形
の際に一体成形によって形成することができるが、型枠
のみの成形後に所要部分に合成樹脂製の桟木3を取付け
るようにしてもよい。The crosspieces 3 in FIG. 1 can be formed by integral molding during molding of the formwork of the present invention described above, but the crosspieces 3 made of synthetic resin may also be attached to required parts after molding only the formwork. good.
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透水性およ
び通気性を有する連通気泡性の合成樹脂板を通じて排除
されるので、該樹脂板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 the poured concrete are removed through the open-cell synthetic resin board, which has water permeability and air permeability, so the hardening speed of the concrete in contact with the resin board becomes faster and the initial strength increases. This increases the number of times the mold is used, making it possible to remove the mold at an early stage.
第1図はこの発明の型枠の構成を示す斜視図、第2図(
a)乃至(c)はこの発明の型枠における内部の中空形
状を示す正面図である。
A・・・型枠 1・・・連通気泡性合成樹脂板
2.2a、 2b、2cm中空部
3・・・桟木
Za Zb lCFigure 1 is a perspective view showing the structure of the formwork of the present invention, Figure 2 (
a) to (c) are front views showing the hollow shape of the inside of the formwork of the present invention. A... Formwork 1... Open-cell synthetic resin board 2.2a, 2b, 2cm hollow part 3... Crosspiece Za Zb lC
Claims (3)
脂板よりなり、その内部を中空とし、外側の一方の面に
所要間隔に桟木を取付けてなるコンクリート打設用型枠
。(1) A concrete casting form made of an open-cell synthetic resin board with water permeability and air permeability, the inside of which is hollow, and crosspieces installed at required intervals on one of the outside surfaces.
部が任意の形状の断面を呈し、かつ複数条に仕切られて
いる請求項(1)記載のコンクリート打設用型枠。(2) The formwork for concrete pouring according to claim (1), wherein the internal hollow part of the formwork made of an open-cell synthetic resin plate has a cross section of an arbitrary shape and is partitioned into a plurality of strips.
方の面に取付ける桟木が一体成形よりなる請求項(1)
記載のコンクリート打設用型枠。(3) Claim (1) in which the crosspiece attached to one outside surface of the formwork made of open-cell synthetic resin board is integrally molded.
Formwork for concrete pouring as described.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7039390A JPH03271463A (en) | 1990-03-20 | 1990-03-20 | Concrete placing mold form |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7039390A JPH03271463A (en) | 1990-03-20 | 1990-03-20 | Concrete placing mold form |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03271463A true JPH03271463A (en) | 1991-12-03 |
Family
ID=13430160
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7039390A Pending JPH03271463A (en) | 1990-03-20 | 1990-03-20 | Concrete placing mold form |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03271463A (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0791041A (en) * | 1993-09-20 | 1995-04-04 | N S P:Kk | Concrete form |
JPH07207930A (en) * | 1994-01-21 | 1995-08-08 | Kubota Corp | Convertion mold for concreting |
JPH07241935A (en) * | 1994-03-04 | 1995-09-19 | Polyplastics Co | Manufacture of concrete panel made of thermoplastic resin |
JPH09151602A (en) * | 1995-11-22 | 1997-06-10 | Muramoto Kensetsu Kk | Form |
JP2005307732A (en) * | 2004-03-26 | 2005-11-04 | Kanaflex Corporation | Thermoplastic resin form |
KR100574375B1 (en) * | 2002-03-11 | 2006-04-27 | 전정자 | Unit member for architectural forms and apparatus for manufacturing the same |
CN104594624A (en) * | 2015-01-05 | 2015-05-06 | 胡勇伟 | Hollow plastic building template |
CN106592958A (en) * | 2016-11-25 | 2017-04-26 | 昆山征途建筑模架应用技术有限公司 | Frameless aluminum plastic composite large template |
JP2018003355A (en) * | 2016-06-29 | 2018-01-11 | 鹿島建設株式会社 | Concrete casting formwork and concrete casting method |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5813345B2 (en) * | 1978-08-23 | 1983-03-12 | 富次 樽川 | fire resistant pipe fittings |
JPS62258055A (en) * | 1986-05-02 | 1987-11-10 | フリ−工業株式会社 | Concrete casting method and mold frame |
JPS6355264A (en) * | 1986-08-27 | 1988-03-09 | 日清紡績株式会社 | Mold frame and method for casting concrete |
-
1990
- 1990-03-20 JP JP7039390A patent/JPH03271463A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5813345B2 (en) * | 1978-08-23 | 1983-03-12 | 富次 樽川 | fire resistant pipe fittings |
JPS62258055A (en) * | 1986-05-02 | 1987-11-10 | フリ−工業株式会社 | Concrete casting method and mold frame |
JPS6355264A (en) * | 1986-08-27 | 1988-03-09 | 日清紡績株式会社 | Mold frame and method for casting concrete |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0791041A (en) * | 1993-09-20 | 1995-04-04 | N S P:Kk | Concrete form |
JPH07207930A (en) * | 1994-01-21 | 1995-08-08 | Kubota Corp | Convertion mold for concreting |
JPH07241935A (en) * | 1994-03-04 | 1995-09-19 | Polyplastics Co | Manufacture of concrete panel made of thermoplastic resin |
JPH09151602A (en) * | 1995-11-22 | 1997-06-10 | Muramoto Kensetsu Kk | Form |
KR100574375B1 (en) * | 2002-03-11 | 2006-04-27 | 전정자 | Unit member for architectural forms and apparatus for manufacturing the same |
JP2005307732A (en) * | 2004-03-26 | 2005-11-04 | Kanaflex Corporation | Thermoplastic resin form |
CN104594624A (en) * | 2015-01-05 | 2015-05-06 | 胡勇伟 | Hollow plastic building template |
JP2018003355A (en) * | 2016-06-29 | 2018-01-11 | 鹿島建設株式会社 | Concrete casting formwork and concrete casting method |
CN106592958A (en) * | 2016-11-25 | 2017-04-26 | 昆山征途建筑模架应用技术有限公司 | Frameless aluminum plastic composite large template |
CN106592958B (en) * | 2016-11-25 | 2019-06-14 | 昆山征途建筑模架应用技术有限公司 | A kind of rimless plastic-aluminum combined large form |
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