JPH0534886Y2 - - Google Patents

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Publication number
JPH0534886Y2
JPH0534886Y2 JP654690U JP654690U JPH0534886Y2 JP H0534886 Y2 JPH0534886 Y2 JP H0534886Y2 JP 654690 U JP654690 U JP 654690U JP 654690 U JP654690 U JP 654690U JP H0534886 Y2 JPH0534886 Y2 JP H0534886Y2
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JP
Japan
Prior art keywords
layer
water
drainage
sheet
concrete
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Expired - Lifetime
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JP654690U
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Japanese (ja)
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JPH0398011U (en
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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、コンクリート型枠のコンクリート打
設側に貼着され、コンクリートの水分や空気を排
除するコンクリート型枠用の透水シートに関する
ものである。
[Detailed description of the invention] (Field of industrial application) The invention relates to a water-permeable sheet for concrete formwork that is attached to the concrete pouring side of the concrete formwork and excludes moisture and air from the concrete. .

(従来の技術) 近時、コンクリート表面の美観化やコンクリー
ト表面の耐久性向上を目的として型枠に特殊なシ
ート材料を貼着しコンクリートより分離した水や
空気を効果的に除去することが注目されており、
この種、透水シートとして各種のタイプのものが
提案されて来た。
(Conventional technology) Recently, with the aim of beautifying the concrete surface and improving the durability of the concrete surface, special sheet materials have been attached to formwork to effectively remove water and air separated from the concrete. has been
Various types of water-permeable sheets of this kind have been proposed.

しかしこれらの透水シートはその何れも表面か
ら空気や余剰の水を脱気、脱水すると共に容易に
固形化したコンクリート表面から脱型可能なよう
に作られており、またその内部は透水を容易に
し、排水効果を高めるように形成され、その裏面
は接着剤で止めたり、ホツチキスで止めたりして
型枠にしつかり固着させるとともに、その裏面か
ら型枠との間を通つて透水シート外に容易に排水
し得るように構成されている。
However, all of these permeable sheets are made to remove air and excess water from the surface and to be easily demolded from the solidified concrete surface, and their interiors are designed to allow water to permeate easily. The water-permeable sheet is formed to enhance the drainage effect, and the back side is fixed with adhesive or staples to firmly secure it to the formwork, and it can be easily passed from the back side to the formwork to the outside of the water-permeable sheet. Constructed to allow drainage.

ところが、上記の如き透水シートは通常1回の
使用で止めることなく、経済上からも数回使用さ
れなければならない。
However, the above-mentioned water-permeable sheet is usually not used only once, but has to be used several times for economical reasons.

そこで、このような数回の使用に堪えるシート
材が検討され、特開昭63−63858号公報にその1
例が提案されている。
Therefore, a sheet material that can withstand multiple uses was investigated, and one of them was published in Japanese Patent Application Laid-Open No. 63-63858.
Examples are suggested.

このシート材は同公報の記載より明らかなよう
に打設コンクリートに対して離型性が良く、かつ
通水、通気細孔を多数備えた表層と、この表層の
裏面に具備され、該表層の細孔に連通する通水、
通気空隙を多数厚み方向に具有し、打設コンクリ
ートの重圧に座屈もしくは圧偏しない層隙保持用
基層よりなる構成を有している。
As is clear from the description in the same publication, this sheet material has good mold releasability from poured concrete, and has a surface layer with many water-permeable and ventilation pores, and a back surface of this surface layer. water flow communicating with the pores;
It has a structure consisting of a base layer for maintaining gaps, which has many ventilation gaps in the thickness direction, and does not buckle or unbalance under the heavy pressure of poured concrete.

一方、本出願人においても、かねてより不織布
を基材として上記シート材の開発を目指し、さき
に特願昭63−282851号公報をもつて改良した吸
水、排水用不織布を提案した。
On the other hand, the present applicant has also been aiming to develop the above-mentioned sheet material using a nonwoven fabric as a base material, and previously proposed an improved nonwoven fabric for water absorption and drainage in Japanese Patent Application No. 63-282851.

これは合成繊維よりなる繊維層と、合成繊維基
布とをニードルパンチによつて一体化した後、該
繊維層の表面のみを熱加工によつて毛羽立ちのな
い平滑な層とした表層と、それに続く前記繊維層
及び基布よりなる比較的密度の粗な中間層と、上
記基布の裏面に出た繊維を熱処理にて基布面と一
体化してなる接着面裏層との3層からなり、全体
としての通気量が2.0〜0.5c.c./cm2/sec、垂直透水
係数が10-2〜10-4cm/secであり、かつ前記表層
部はセメントペーストの固形分を透過させない程
度の小孔または繊維間隙を有する不織布である。
This is made by integrating a fiber layer made of synthetic fibers and a synthetic fiber base fabric by needle punching, and then heat-processing only the surface of the fiber layer to make it a smooth layer without fluff, and Consisting of three layers: an intermediate layer with relatively low density consisting of the above-mentioned fiber layer and base fabric, and an adhesive backing layer formed by heat-treating the fibers exposed on the back side of the base fabric and integrating them with the base fabric surface. , the overall ventilation rate is 2.0 to 0.5 cc/cm 2 /sec, the vertical hydraulic conductivity is 10 -2 to 10 -4 cm/sec, and the surface layer is small enough to not allow the solid content of the cement paste to permeate. It is a nonwoven fabric with pores or fiber gaps.

(考案が解決しようとする課題) しかしながら、上記の各シート状物についてそ
の後、更に各実用テストを試みたところ、コンク
リートの水分を吸水し、コンクリート表面の仕上
がりを良くし、しかも型離れも頗る良好で数回の
使用が可能であるなどの各効果を有する反面、型
枠に固着せしめて何回も使用しているうちに、次
の如き問題があることが分かつた。
(Problem to be solved by the invention) However, when we conducted further practical tests on each of the sheet-like materials mentioned above, we found that they absorbed moisture from concrete, improved the finish of the concrete surface, and were excellent in releasing from the mold. Although it has various effects such as being able to be used several times, it has been found that the following problems arise after being fixed to a mold and used many times.

即ち、上記の如きシート状物をコンクリート型
枠内面に貼り付けコンクリート施工を行うときに
は、裏層と型枠との間の接着は通常、全面接着に
よらず通水可能なように間隔をおいて接着がなさ
れることから、コンクリート締め固め時にコンク
リートCから分離する水分は第4図に示すように
表層11を通して中間層12に流入し、中間層1
2が吸着して矢示の如く中間層12の下方から
と、型枠P及び裏層13の間の接着間隙lを通し
て下方へ排出される。そしてこのとき流下する水
分流量は全体としてシート状物の通気量、透水係
数に影響されることは勿論、更にコンクリートが
シート状物に及ぼす圧力によつて決まつてくる。
That is, when carrying out concrete construction by pasting the above-mentioned sheet-like material on the inner surface of a concrete formwork, the adhesive between the backing layer and the formwork is usually not adhesive on the entire surface, but at intervals to allow water to pass through. Because of the adhesion, water separated from the concrete C during concrete compaction flows into the intermediate layer 12 through the surface layer 11 as shown in FIG.
2 is adsorbed and discharged downward from below the intermediate layer 12 and through the adhesive gap l between the mold P and the backing layer 13 as shown by the arrow. The flow rate of water flowing down at this time is of course influenced by the air permeability and hydraulic conductivity of the sheet-like material as a whole, and is further determined by the pressure that the concrete exerts on the sheet-like material.

ところが型枠を数回繰り返し使用しているとコ
ンクリート圧のシート状物への影響が増加し、こ
れにつれてシート状物はその圧力を受け、裏層2
と型枠Pとの間の間隙lは次第に密着状態に接近
し、同間隙lを流下する水分が減少して排水効率
を悪くしコンクリート仕上げ面に影響することで
ある。
However, when the formwork is repeatedly used several times, the influence of the concrete pressure on the sheet material increases, and as the sheet material receives that pressure, the backing layer 2
The gap 1 between the mold and the formwork P gradually approaches a close contact state, and the water flowing down the gap 1 decreases, which impairs drainage efficiency and affects the finished concrete surface.

本考案はかかる実状に着目し、上記コンクリー
ト圧による排水効率の低下を阻止することを課題
とし、特に排水層に小さな凹凸皺を形成すること
により排水層と型枠との間の通水間隙を数回の繰
り返し使用後でも確保し、長時間にわたり効率的
な排水能力を保持させコンクリート打設面の仕上
がりを良好ならしめることを目的とするものであ
る。
The present invention focuses on this actual situation and aims to prevent the deterioration of drainage efficiency due to the concrete pressure mentioned above.In particular, by forming small uneven wrinkles in the drainage layer, the water flow gap between the drainage layer and the formwork is reduced. The purpose is to maintain efficient drainage capacity even after repeated use several times, and to ensure a good finish on the concrete pouring surface by maintaining efficient drainage capacity over a long period of time.

(課題を解決するための手段) 即ち、上記目的に適合する本考案透水シートの
特徴はコンクリート表面に接する吸水層と、吸水
した水分をシート外へ排出する排水層を少なくと
も備えたシートであつてその排水層が全面にわた
つて型枠貼着時、連続したシート外への排水通路
を形成する如く多数の凹凸皺を有している点にあ
る。
(Means for Solving the Problems) That is, the feature of the water-permeable sheet of the present invention that satisfies the above-mentioned purpose is that it has at least a water-absorbing layer in contact with the concrete surface and a drainage layer for discharging absorbed water to the outside of the sheet. The drainage layer has a large number of uneven wrinkles over the entire surface so as to form a continuous drainage path to the outside of the sheet when it is attached to a formwork.

なお、透水シートとしては種々のシートが考え
られるが、ここで本考案が対象とするのは少なく
とも合成繊維不織布の如き繊維シートあるいは多
孔性合成樹脂シートの如き通気、通水性シートよ
り選ばれたものである。
Although various types of water-permeable sheets can be considered, the present invention targets at least those selected from fiber sheets such as synthetic fiber non-woven fabrics or air-permeable and water-permeable sheets such as porous synthetic resin sheets. It is.

勿論、本考案の透水シートは吸水層、排水層に
限られるものではなく、両層の間に厚さ方向に通
気、通水性を有し吸水効果を高めたり、クツシヨ
ン性や補強のための中間透水層を介在させること
も当然包含する。
Of course, the water-permeable sheet of the present invention is not limited to the water-absorbing layer and the drainage layer, but also has ventilation and water permeability in the thickness direction between both layers to enhance the water-absorbing effect, and an intermediate layer for cushioning and reinforcement. Of course, it also includes interposing a water-permeable layer.

そして、上記吸水層と排水層、あるいは吸水
層、中間透水層及び排水層は接合して一体化され
るが、排水層には全面にわたつて適当な大きさで
比較的小さな凹凸皺を発生させ、透水シート裏面
と型枠との間に排水空間をもつように接合させそ
の間の排水性能を向上させている。
Then, the water absorption layer and the drainage layer, or the water absorption layer, the intermediate water permeable layer, and the drainage layer are joined and integrated, but the drainage layer is formed with relatively small uneven wrinkles of an appropriate size over the entire surface. , the water-permeable sheet is joined to the back side of the sheet and the formwork so that there is a drainage space, improving the drainage performance between them.

なお、排水層の全面に小さい凹凸皺を発生させ
る手段は種々考えられるが吸水層と排水層の熱収
縮度合を若干相異せしめ、例えば排水層に対し吸
水層の熱収縮度合を数%程度大きく熱収縮させて
接合することにより排水層側に皺を発生させるの
が最も実用的である。
Various methods can be considered to generate small uneven wrinkles on the entire surface of the drainage layer, but the degree of thermal contraction of the water absorption layer and the drainage layer may be slightly different. It is most practical to generate wrinkles on the drainage layer side by heat shrinking and joining.

(作用) 以上のような構成を有する本考案透水シートは
コンクリート型枠(パネル)の内面に凹凸皺を有
する排水層を接着剤等で貼り合わせ、透水シート
の吸水層側を内側にして型を組み、コンクリート
を打設する。
(Function) The water-permeable sheet of the present invention having the above-mentioned configuration is made by pasting a drainage layer with uneven wrinkles on the inner surface of a concrete formwork (panel) with an adhesive, etc., and then molding the water-permeable sheet with the water-absorbing layer side inside. Assemble and pour concrete.

打設されたコンクリートは、透水シートの多数
の孔を通してゆつくりと吸水され、この吸水され
た水分は、排水層からそのまま下方へ流下すると
共に更に凹凸皺を経て型枠と排水層の凹部とによ
つて形成された連続せる排水通路を通じ下方につ
たうようにして排出される。
The poured concrete slowly absorbs water through the many holes in the permeable sheet, and this absorbed water flows directly downward from the drainage layer, and then passes through the uneven wrinkles and flows into the formwork and the recesses in the drainage layer. The water is discharged downward through the continuous drainage passage formed in this way.

そして、前述の如く平滑になされている表層に
よつてコンクリート表面の仕上がりを滑らかにす
ると共に、型離れも容易にし、表面に付着したノ
ロ(セメント溶解物)が乾燥しても水洗などで容
易に除去可能となり、数回の繰り返し使用にも容
易に耐えられる。
As mentioned above, the smooth surface layer provides a smooth finish on the concrete surface, and also makes it easy to remove from the mold, and even if the slag (dissolved cement) that adheres to the surface dries, it can be easily washed with water, etc. It is removable and can easily withstand repeated use several times.

しかして、上記の如き排水の間において、殊に
数回の繰り返し使用を行ううちにコンクリートの
圧力によつて排水層は次第に押圧され、該層とコ
ンクリート型枠との間が段々と詰まつてゆこうと
するが型枠と排水層の皺凹部の間に形成された通
路間隙は長時間にわたり排水通路を確保し、排水
効率は殆ど低下することがなくコンクリート打設
面の良好な仕上がりを助ける。
During the above-mentioned drainage process, especially after repeated use several times, the drainage layer is gradually pressed down by the pressure of the concrete, and the gap between the layer and the concrete formwork gradually becomes clogged. However, the passage gap formed between the formwork and the creases in the drainage layer secures a drainage passage for a long time, and the drainage efficiency hardly decreases, helping to achieve a good finish on the concrete pouring surface. .

(実施例) 以下、更に添付図面を参照し、本考案の実施例
を説明する。
(Embodiments) Hereinafter, embodiments of the present invention will be described with further reference to the accompanying drawings.

図は本考案の実施例を示し、第1図は透水シー
トを排水層側から見た部分拡大図、第2図は第1
図のA−A線断面図、第3図は同実施例の使用状
態を示す部分拡大断面図である。
The figures show an embodiment of the present invention. Figure 1 is a partially enlarged view of the permeable sheet viewed from the drainage layer side, and Figure 2 is the first
FIG. 3 is a partially enlarged sectional view showing the usage state of the same embodiment.

これら各図において、1は吸水層、3は排水層
を夫々示し、吸水層1は例えば合成繊維の基布付
ニードルパンチ不織布、密な合成繊維織物あるい
は多孔性合成樹脂シートなどのシートからなり、
一方、排水層3も同様に合成繊維不織布、織物な
どのシートあるいは多孔性合成樹脂シートからな
つていて、両者は直接接合あるいはホツトメルト
ウエブシートを挟んで融着され一体に接合されて
いる。
In each of these figures, 1 indicates a water absorption layer, 3 indicates a drainage layer, and the water absorption layer 1 is made of a sheet such as a needle-punched nonwoven fabric with a synthetic fiber base fabric, a dense synthetic fiber fabric, or a porous synthetic resin sheet.
On the other hand, the drainage layer 3 is similarly made of a sheet of synthetic fiber non-woven fabric, woven fabric, etc., or a porous synthetic resin sheet, and both are directly joined or fused together with a hot melt web sheet in between.

なお、図においては吸水層1はその表面が融着
されて平滑な吸水層2としてコンクリートに対す
る剥離性を良好ならしめている。
In the figure, the surface of the water-absorbing layer 1 is fused to form a smooth water-absorbing layer 2 that has good releasability to concrete.

そして、上記排水層3には凹部4及び凸部5か
らなる多数の小さな凹凸皺が形成されている。
In the drainage layer 3, a large number of small uneven wrinkles consisting of concave portions 4 and convex portions 5 are formed.

この凹凸皺4,5の形状は、縦方向に適当な長
さの凸部5、凹部4が並列配置するように幅方向
の収縮を利用したり適当な大きさの凸部5、凹部
4がランダムに配置されるように長さ方向、幅方
向の収縮をうまく利用する方法があるが何れの場
合も吸水層1と排水層3は一体化され、第3図に
示すように排水層3の凸が充分な接着剥離強力を
もつて接合され、排水層3の凹部分が型枠面との
間に連続した排水通路6の空間を形成することが
肝要である。
The shape of the uneven wrinkles 4 and 5 is determined by utilizing contraction in the width direction so that the protrusions 5 and recesses 4 of appropriate lengths are arranged in parallel in the longitudinal direction, and by using the contraction of the protrusions 5 and recesses 4 of appropriate sizes. There is a method that takes advantage of shrinkage in the length and width directions so that they are arranged randomly, but in either case, the water absorption layer 1 and the drainage layer 3 are integrated, and as shown in Figure 3, the water absorption layer 1 and the drainage layer 3 are It is important that the convex portions are joined with sufficient adhesion and peeling strength, and that the concave portions of the drainage layer 3 form a continuous space of the drainage passage 6 with the mold surface.

なお、凹凸皺を形成する手段としては前述の如
く種々の手段が考えられるが、最も一般的には吸
水層1と排水層3の熱収縮度合を異ならしめ、排
水層3に対し吸水層1を数%多く熱収縮させて接
合と同時に凹凸皺を発生させる方法が用いられ
る。
As a method for forming uneven wrinkles, various methods can be considered as described above, but the most common method is to make the water absorption layer 1 and the drainage layer 3 have different degrees of heat shrinkage, so that the water absorption layer 1 is different from the drainage layer 3. A method is used in which unevenness and wrinkles are generated at the same time as bonding by causing several percent more heat shrinkage.

このように熱収縮により凹凸皺を発生させると
きは接合工程における加熱時に実施することが可
能となり、工程簡略化が図れる。この場合、凹凸
皺の大きさは凹部及び凸部の幅で幅mm以下、凹部
からの高さは1〜2mmで充分である。
In this way, when the uneven wrinkles are generated by thermal contraction, it can be performed during heating in the bonding process, and the process can be simplified. In this case, it is sufficient for the size of the uneven wrinkles to be less than mm in the width of the concave and convex portions, and 1 to 2 mm in height from the concave portions.

本考案透水シートは以上のような構成からな
り、次にその使用状態について説明すると、第3
図に示すようにコンクリート型枠Pに貼り付け、
吸水層1がコンクリートC打設側になるようにし
て用いる。このとき型枠Pへの貼り合わせは、最
も簡便には接着剤が好適である。
The water-permeable sheet of the present invention has the above-mentioned structure. Next, we will explain its usage condition.
Paste it on the concrete formwork P as shown in the figure,
It is used so that the water absorption layer 1 is on the concrete C pouring side. At this time, it is most convenient to use an adhesive for bonding to the formwork P.

そして、上記透水シートを貼着した型枠内にコ
ンクリートを打設すると、吸水層1からはモルタ
ルの水分のみがその細孔を通して吸収され、セメ
ント粒子群は微細なものを除いて阻止される。こ
こで余り流速が大きいとセンメト粒子が吸水層1
の細孔から内方へ侵入しやすくなつたり、コンク
リート表面の強度低下を惹起したりするので、透
水シート全体の通気量を約1.0cm2/sec以下、垂直
透水係数を10-2cm/sec〜10-4cm/secにおさえて
おくようにすると、吸水された水は排水層3を通
つて排水層3の凹部と型枠表面が形成する排水通
路6の空間を通つて、下方に抵抗を受けることな
く排水される。
Then, when concrete is poured into the formwork to which the water-permeable sheet is attached, only moisture in the mortar is absorbed from the water-absorbing layer 1 through its pores, and all cement particles except fine ones are blocked. If the flow velocity is too high here, the Senmeth particles will be absorbed into the water absorption layer 1.
It is easy for water to penetrate inward through the pores of the concrete, causing a decrease in the strength of the concrete surface. Therefore, the air flow rate of the entire permeable sheet should be kept below approximately 1.0 cm 2 /sec, and the vertical permeability coefficient should be 10 -2 cm / sec. If the water is kept at a rate of ~10 -4 cm/sec, the absorbed water will pass through the drainage layer 3 and through the space of the drainage passage 6 formed by the recesses of the drainage layer 3 and the formwork surface, and will resist downward movement. It is drained without receiving water.

そして、上記排水層3の凹部4と型枠Pとの間
の排水通路6は型枠の数回の使用でコンクリート
圧の影響が増大して来たとしても充分に堪え、排
水効率を保持して充分排水作用を続行することが
できる。
The drainage passage 6 between the recess 4 of the drainage layer 3 and the formwork P can sufficiently withstand the influence of concrete pressure and maintain drainage efficiency even if the influence of concrete pressure increases after the formwork is used several times. The drainage action can be continued sufficiently.

(考案の効果) 本考案透水シートは以上のように吸水層と排水
層を有し、排水層を吸水層に対し少なく収縮さ
せ、全面にわたり多数の連続せる凹凸皺を形成し
たものであるから、吸水層より吸水された水分は
排水層の凹凸皺と型枠との間に形成される排水通
路を経て連続的に流下されることとなり、従来、
往々にしてシートと型枠の間の排水通路が数回の
使用を重ねるまでもなく塞がれ、排水効率を低下
していたのを阻止し、数回の使用におけるコンク
リート圧にもよく堪え、型枠接合面への影響を排
除して充分型枠接合面、即ち型枠と排水層との接
合空間を通して下方へ排水を続けることが出来る
顕著な効果を有する。
(Effects of the invention) As described above, the water-permeable sheet of the invention has a water absorption layer and a drainage layer, the drainage layer shrinks less than the water absorption layer, and a large number of continuous uneven wrinkles are formed over the entire surface. The water absorbed from the water absorption layer flows down continuously through the drainage passage formed between the uneven wrinkles of the drainage layer and the formwork.
This prevents the drainage passage between the sheet and the formwork from becoming blocked even after several uses, reducing drainage efficiency, and it can withstand concrete pressure even after several uses. It has the remarkable effect of eliminating the influence on the formwork joint surface and allowing sufficient drainage to continue downward through the formwork joint surface, that is, the joint space between the formwork and the drainage layer.

請求項2記載の考案は上記透水シートの吸水
層、排水層をより具体的にするものである。
The invention according to claim 2 makes the water absorption layer and drainage layer of the water permeable sheet more specific.

また、請求項3記載の考案は、中間層を介在さ
せ、より吸水効果を高めると共に吸水層、排水層
に熱収縮差のあるシートを用い、加熱処理により
接合と同時に収縮させることが可能となり、工程
を簡略化する実効を有する。
In addition, the invention as claimed in claim 3 provides an intervening intermediate layer to further enhance the water absorption effect, and uses sheets with a difference in heat shrinkage for the water absorption layer and the drainage layer, so that they can be shrunk at the same time as bonding by heat treatment. It has the effect of simplifying the process.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案透水シートを排水層側から見た
部分拡大図、第2図は第1図のA−A線断面図、
第3図は同実施例の使用状態を示す部分拡大断面
図、第4図は吸排水作用説明図である。 1……中間層、2……吸水層、3……排水層、
4……凹部、5……凸部、6……排水路、C……
コンクリート、P……型枠。
Figure 1 is a partially enlarged view of the water-permeable sheet of the present invention viewed from the drainage layer side, Figure 2 is a sectional view taken along line A-A in Figure 1,
FIG. 3 is a partially enlarged sectional view showing the usage state of the same embodiment, and FIG. 4 is an explanatory diagram of the suction and drainage action. 1...middle layer, 2...water absorption layer, 3...drainage layer,
4... Concave portion, 5... Convex portion, 6... Drainage channel, C...
Concrete, P...formwork.

Claims (1)

【実用新案登録請求の範囲】 1 コンクリート表面に接する吸水層と、吸水し
た水をシート外へ排出する排水層の少なくとも
2層を備え、かつ排水層はその全面にわたつて
連続する排水通路を形成し得る多数の凹凸皺を
有していることを特徴とするコンクリート型枠
用透水シート。 2 コンクリート表面に接する吸水層と、吸水し
た水をシート外へ排出する排水層を熱収縮差を
有する合成繊維シート又は合成樹脂シートから
選ばれたシートにより構成し、排水層に対し吸
水層を大きく収縮させ、排水層全面に連続せる
排水通路を形成する多数の凹凸皺をを発生せし
めことを特徴とするコンクリート型枠用透水シ
ート。 3 熱収縮性大なる合成繊維シート又は合成樹脂
シートからなる吸水層と、熱収縮性小なる合成
繊維シート又は合成樹脂シートからなる排水層
が中間に厚み方向にクツシヨン性を有する中間
透水層を介して一体に接合されてなり、加熱処
理により熱収縮小なる排水層が熱収縮大なる吸
水層の収縮に伴つて連続する排水通路となる凹
凸皺をその全面にわたつて形成していることを
特徴とするコンクリート型枠用透水シート。
[Claims for Utility Model Registration] 1. A sheet comprising at least two layers: a water absorption layer in contact with the concrete surface and a drainage layer that discharges absorbed water to the outside of the sheet, and the drainage layer forms a continuous drainage passage over its entire surface. A water-permeable sheet for concrete formwork, characterized by having a large number of uneven wrinkles. 2 The water absorption layer in contact with the concrete surface and the drainage layer that discharges the absorbed water to the outside of the sheet are composed of sheets selected from synthetic fiber sheets or synthetic resin sheets that have a difference in heat shrinkage, and the water absorption layer is made larger than the drainage layer. A water-permeable sheet for concrete formwork, which is characterized by being shrunk to generate a large number of uneven wrinkles that form drainage passages that are continuous over the entire surface of a drainage layer. 3. A water absorption layer made of a synthetic fiber sheet or synthetic resin sheet with high heat shrinkability and a drainage layer made of a synthetic fiber sheet or synthetic resin sheet with low heat shrinkability are interposed between an intermediate water permeable layer having cushioning properties in the thickness direction. It is characterized by the fact that by heat treatment, the drainage layer with small heat shrinkage and the water absorption layer with large heat shrinkage form uneven wrinkles that form continuous drainage passages over the entire surface. Water-permeable sheet for concrete formwork.
JP654690U 1990-01-26 1990-01-26 Expired - Lifetime JPH0534886Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP654690U JPH0534886Y2 (en) 1990-01-26 1990-01-26

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP654690U JPH0534886Y2 (en) 1990-01-26 1990-01-26

Publications (2)

Publication Number Publication Date
JPH0398011U JPH0398011U (en) 1991-10-09
JPH0534886Y2 true JPH0534886Y2 (en) 1993-09-03

Family

ID=31510220

Family Applications (1)

Application Number Title Priority Date Filing Date
JP654690U Expired - Lifetime JPH0534886Y2 (en) 1990-01-26 1990-01-26

Country Status (1)

Country Link
JP (1) JPH0534886Y2 (en)

Also Published As

Publication number Publication date
JPH0398011U (en) 1991-10-09

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