JPH0358889B2 - - Google Patents
Info
- Publication number
- JPH0358889B2 JPH0358889B2 JP63282851A JP28285188A JPH0358889B2 JP H0358889 B2 JPH0358889 B2 JP H0358889B2 JP 63282851 A JP63282851 A JP 63282851A JP 28285188 A JP28285188 A JP 28285188A JP H0358889 B2 JPH0358889 B2 JP H0358889B2
- Authority
- JP
- Japan
- Prior art keywords
- layer
- water
- base fabric
- formwork
- fiber
- 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 - Lifetime
Links
- 239000010410 layer Substances 0.000 claims description 54
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 50
- 239000000835 fiber Substances 0.000 claims description 40
- 239000004567 concrete Substances 0.000 claims description 36
- 239000004745 nonwoven fabric Substances 0.000 claims description 35
- 238000009415 formwork Methods 0.000 claims description 34
- 239000004744 fabric Substances 0.000 claims description 30
- 239000002344 surface layer Substances 0.000 claims description 22
- 239000004568 cement Substances 0.000 claims description 14
- 238000010521 absorption reaction Methods 0.000 claims description 10
- 239000011148 porous material Substances 0.000 claims description 8
- 239000012209 synthetic fiber Substances 0.000 claims description 8
- 229920002994 synthetic fiber Polymers 0.000 claims description 8
- 239000000853 adhesive Substances 0.000 claims description 7
- 230000001070 adhesive effect Effects 0.000 claims description 7
- 238000004080 punching Methods 0.000 claims description 7
- 238000010438 heat treatment Methods 0.000 claims description 6
- 239000007787 solid Substances 0.000 claims description 5
- 230000035699 permeability Effects 0.000 description 12
- 239000002245 particle Substances 0.000 description 11
- 239000004743 Polypropylene Substances 0.000 description 6
- -1 polypropylene Polymers 0.000 description 6
- 229920001155 polypropylene Polymers 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000012545 processing Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 230000029058 respiratory gaseous exchange Effects 0.000 description 4
- 239000002893 slag Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000002657 fibrous material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 229920000728 polyester Polymers 0.000 description 3
- 238000005406 washing Methods 0.000 description 3
- 238000002844 melting Methods 0.000 description 2
- 230000008018 melting Effects 0.000 description 2
- 238000003672 processing method Methods 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002745 absorbent Effects 0.000 description 1
- 239000002250 absorbent Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000032798 delamination Effects 0.000 description 1
- 238000000280 densification Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007717 exclusion Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 210000003746 feather Anatomy 0.000 description 1
- 239000011094 fiberboard Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000006262 metallic foam Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229920000247 superabsorbent polymer Polymers 0.000 description 1
- 239000004583 superabsorbent polymers (SAPs) Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/36—Linings or coatings, e.g. removable, absorbent linings, permanent anti-stick coatings; Linings becoming a non-permanent layer of the moulded article
- B28B7/368—Absorbent linings
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Nonwoven Fabrics (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は吸水・排水用不織布、詳しくはコンク
リート施工に用いられる型枠に貼り付に使用され
る吸水・排水性能を備えた不織布シートに関する
ものである。Detailed Description of the Invention (Field of Industrial Application) The present invention relates to a nonwoven fabric for water absorption and drainage, and more specifically to a nonwoven fabric sheet with water absorption and drainage performance that is used for attachment to formwork used in concrete construction. It is.
(従来の技術)
コンクリート構造物の構築時に使用される型枠
はコンクリート表面の美観化、即ち、型枠の当た
る面に生じる水あばた、空気泡の除去やコンクリ
ート表面の耐久性の向上、余剰水排除によるコン
クリート組成の緻密化に影響を及ぼすものであ
り、従来、合板パネル、鋼製パネル(メタルフオ
ーム)が一般的に用いられていたが、近時、これ
が実際の工法として開発施工に使用されると共に
型枠に特殊な材料を貼り付けて型枠面に接するコ
ンクリートのあばたを除去する試みが種々提案さ
れて来た。(Prior art) Formwork used when constructing concrete structures is used to make the concrete surface more aesthetically pleasing, i.e. to remove water pock marks and air bubbles that occur on the surface that the formwork touches, to improve the durability of the concrete surface, and to improve the appearance of excess water. This affects the densification of concrete composition due to exclusion, and conventionally plywood panels and steel panels (metal foam) have been commonly used, but recently these have been used as actual construction methods for development and construction. At the same time, various attempts have been made to remove pockmarks in the concrete in contact with the formwork by attaching special materials to the formwork.
例えば、特公昭57−42782号公報では型枠表面
に親水性シートを貼り付けて型離れをよくし、使
用回数の増加を図つており、特開昭60−43258号
公報及び特公昭61−137923号公報では型枠の内面
に多孔性資材を貼設したり、堰板に孔を設けてそ
の上に多孔性資材を貼設してコンクリートと気泡
を外部へ放出させたり、余剰水をその孔を通して
下方へ流出させている。 For example, in Japanese Patent Publication No. 57-42782, a hydrophilic sheet is pasted on the surface of the mold to improve mold release and increase the number of times it can be used. In the publication, a porous material is pasted on the inner surface of the formwork, a hole is made in a weir board and a porous material is pasted on top of it to release concrete and air bubbles to the outside, and surplus water is drained from the hole. It flows downward through the
また実開昭62−9642号公報では水分や空気は透
過させるが、セメント粒子等の固形分は透過させ
ない密な組織密度の外層組織と、粗な組織密度の
内層組織との2重組織のシートと、このシートを
通して出てくる空気、水を突起間隙部に連通させ
る突起群を有する合成樹脂板とからなる型枠が提
案されている。 Furthermore, in Japanese Utility Model Application Publication No. 62-9642, a sheet has a double structure, consisting of an outer layer structure with a dense structure that allows moisture and air to pass through, but does not allow solids such as cement particles to pass through, and an inner layer structure that has a coarse structure density. A formwork has been proposed that includes a synthetic resin plate having a group of protrusions that allow air and water coming out through the sheet to communicate with the protrusion gaps.
更に最近、文献「建築材料」特集、vol.44、No.
4、(1988)などにおいて「余剰水を素早く吸水
し、以後、30分間で一定量に達し、吸着した水を
放出せずに保持する」ことが効果的であることか
ら高吸水ポリマーに期待する方法と、特殊な加工
をした厚手の長繊維不織布を型枠に貼り、吸水効
果を繊維自体の吸水力に期待する方法とが吸水型
枠として紹介され、合板、メタルフオームに布、
不織布など、とりわけ高吸水性繊維からなる厚さ
0.4mm程度の不織布を貼着した型枠が説明されて
いる。 More recently, the special feature on ``Architectural Materials'', vol.44, No.
4, (1988) etc., it is effective to ``absorb excess water quickly, reach a certain amount in 30 minutes, and retain the absorbed water without releasing it'', so we have high hopes for super absorbent polymers. method, and a method in which a specially processed thick long-fiber nonwoven fabric is attached to a formwork and the water-absorbing effect is expected to be due to the water-absorbing power of the fibers themselves, was introduced as a water-absorbing formwork.
Thickness made of particularly highly absorbent fibers such as non-woven fabrics
A formwork with a non-woven fabric of about 0.4mm attached is explained.
一方、透水型枠として型枠に細かい非水孔を設
けたり、型枠と吸水用織物の間に集水ネツトや集
水合繊維板などを設けることが従来、行われた
が、前記文献(「建築材料」特集)では型枠に設
けられた細かい排水孔から余剰水、空気を排水す
るにあたつてこれに貼着する繊維材料に対する要
求性能としてコンクリートから分離される水と空
気のみを通過させ、微細セメント粒子は型枠内に
留めるというフイルター効果が必要とされ、高い
通気性、透水性をもつポリエステルの特殊織物の
使用が好適であることが述べられている。 On the other hand, conventional methods have been to provide fine non-water holes in the formwork as a water-permeable formwork, or to provide a water collection net or a water collection composite fiberboard between the formwork and the water-absorbing fabric; In "Building Materials" Special Feature), when excess water and air are drained from the fine drainage holes provided in the formwork, the required performance for the fiber material attached to the formwork is to allow only the water and air separated from the concrete to pass through. It is stated that a filter effect is required to keep the fine cement particles within the mold, and that it is preferable to use a special polyester fabric with high air permeability and water permeability.
(発明が解決しようとする課題)
しかしながら、上記の如き排水、透水型枠に用
いられる不織布シートなど繊維材料では我々の経
験においては未だ充分満足できるものはなく、産
業界において広く使用されるまでに至つていな
い。(Problem to be solved by the invention) However, in our experience, there are still no fiber materials such as nonwoven fabric sheets used for drainage and water-permeable formwork as described above that are fully satisfactory, and it has not been widely used in industry. I haven't reached it yet.
これは従来の不織布など、繊維材料にあつては
平滑加工が行われていないため、毛羽が生じ、こ
れがコンクリート打設時にコンクリートとの密着
性を高め、1回しか使用できない、即ち、使い捨
てとなり、経済的に受け入れられないためと思わ
れる。 This is because conventional fibrous materials such as non-woven fabrics are not smoothed, resulting in fluff, which increases adhesion to concrete during concrete placement and can only be used once, meaning it is disposable. This is probably because it is not economically acceptable.
本発明は、上述の如き点に着目し、これに対応
する好適な不織布を提供することにより吸水・排
水両性能にすぐれ、かつ経済性に富み、型枠から
の型離れもスムーズで数回の使用が可能であり、
かつコンクリート表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 the above-mentioned points, and by providing a suitable nonwoven fabric corresponding to these points, it has excellent water absorption and drainage performance, is highly economical, and can be easily removed from the mold frame, and can be removed several times. It is possible to use
The purpose is to improve the finish of the concrete surface.
(課題を解決するための手段)
即ち、上記目的に適合するコンクリート型枠に
貼り付け使用される本発明不織布の特徴とすると
ころは、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、基
布と裏面に出た繊維を熱処理により基布と一体化
して接着面となした裏層の3層構造からなつてお
り、全体として通気量が2.0〜0.5c.c./cm2/sec、垂
直透水係数が10-2〜10-4cm/secで、かつ前記表
層部にセメントペーストの固形分を透過させない
程度の孔径の小孔または繊維間隙を有している構
成にある。(Means for Solving the Problems) That is, the nonwoven fabric of the present invention, which is applied to concrete formwork and is used for the above-mentioned purpose, is characterized by the fact that a fiber layer made of synthetic fibers and a synthetic fiber base fabric are bonded together by needles. After being integrated by punching, only the surface of the fiber layer is heat-processed to make it a smooth layer without fuzz, followed by an intermediate layer having a relatively coarse density made of the fiber layer and base fabric. It has a three-layer structure: a base fabric and a back layer in which the fibers exposed on the back side are integrated with the base fabric through heat treatment to form an adhesive surface, and the overall airflow rate is 2.0 to 0.5 cc/cm 2 /sec. The structure has a vertical hydraulic permeability coefficient of 10 -2 to 10 -4 cm/sec, and the surface layer has small pores or fiber gaps with a pore size that does not allow the solid content of the cement paste to permeate.
これを以下、更に詳述すると、本発明不織布で
は先ず、吸水性が求められる。しかし、吸水は余
り早くしてはコンクリート表面部の脆化を招く恐
れがあるので適当に制御する必要がある。そのた
めブリージング現象より少し早めに吸水する程度
としてブリージング現象を促進せしめ、同現象が
終わつた後も余剰の水が残らないようにするのが
よく、そのため表層部は比較的密な組織で毛細血
管現象により充分吸水するが、その速度は通気量
を2.0〜0.5c.c./cm2/sec、好ましくは1.0〜0.5c.c./
cm2/sec、垂直透水係数10-2〜10-4cm/sec、好ま
しくは10-2〜10-3cm/secになる程度の組織にす
ることによつて適当に抑制することが可能とな
る。 To explain this in more detail below, the nonwoven fabric of the present invention is first required to have water absorbency. However, if the water absorption is too rapid, it may cause embrittlement of the concrete surface, so it is necessary to control it appropriately. Therefore, it is best to promote the breathing phenomenon by absorbing water a little earlier than the breathing phenomenon, and to prevent excess water from remaining even after the phenomenon is over. Therefore, the surface layer has a relatively dense tissue and the capillary phenomenon occurs. The water absorption rate is 2.0 to 0.5 cc/cm 2 /sec, preferably 1.0 to 0.5 cc/sec.
cm 2 /sec, vertical hydraulic conductivity of 10 -2 to 10 -4 cm/sec, preferably 10 -2 to 10 -3 cm/sec. Become.
また、コンクリートに接する表面は羽毛のない
フイルムに近い平滑な表層表面とすることが肝要
であり、これは表面に付着したノロ(セメント溶
解物)が乾燥しても水洗で容易に除去できるため
である。 In addition, it is important that the surface in contact with the concrete has a smooth surface similar to that of a film without feathers, because even if the slag (dissolved cement) that adheres to the surface dries, it can be easily removed by washing with water. be.
この場合、ニードルパンチの方法、熱加工の方
法は使用す繊維の種類に応じ適宜、選定される。 In this case, the needle punching method and thermal processing method are appropriately selected depending on the type of fiber used.
また、本発明不織布において排水も重要な要件
であり、特にゆつくり排水させることが肝要であ
る。そのため従来、一般に土木用シートとして用
いられているドレン材不織布の透水係数が10-1
cm/secであるのに対し、前述の如く10-2〜10-4
cm/secと抑えるようにしている。 In addition, drainage is also an important requirement for the nonwoven fabric of the present invention, and it is especially important to drain the water slowly. Therefore, the water permeability coefficient of non-woven fabric for drain material, which is commonly used as a sheet for civil engineering, is 10 -1.
cm/sec, but as mentioned above, 10 -2 to 10 -4
I try to keep it to cm/sec.
しかも、密な組織の表層から粗な組織の中間層
が排水の役割を果たすので特別に排水のために別
のシート状物質や突起や溝のある合成樹脂板など
を必要としない。 Furthermore, since the surface layer with a dense structure and the middle layer with a coarse structure play the role of drainage, there is no need for a separate sheet-like material or a synthetic resin board with protrusions or grooves for drainage.
更に、本発明不織布ではセメント粒子の透過を
避けることも考慮されており、そのため表層に細
孔または繊維間空隙が保持されるが、セメントの
固形粒子は一般に100μ〜40μに分布されているに
してもスラリー状になると凝縮粒子塊の大きさは
大きくなるので上記細孔または繊維間空隙は10μ
以下、平均値数数十μ位で充分である。 Furthermore, in the nonwoven fabric of the present invention, it is also considered to avoid the permeation of cement particles, so that pores or interfiber voids are maintained in the surface layer, but solid particles of cement are generally distributed in the range of 100μ to 40μ. When it becomes a slurry, the size of the condensed particle agglomerates increases, so the pores or interfiber voids are 10 μm.
Hereinafter, an average value of several tens of microns is sufficient.
(作用)
前記の如き本発明不織布をその接着面裏面層を
介し、接着剤でコンクリート型枠に貼り付け使用
するときには、通気量、透水係数の選定により吸
水速度を押さえて、ゆつくりとした速度で該不織
布の表層でセメント粒の透過を回避しつつ吸水が
行われる。(Function) When using the nonwoven fabric of the present invention as described above by pasting it on a concrete formwork with an adhesive through its adhesive back layer, the water absorption rate can be controlled by selecting the airflow rate and water permeability coefficient, and the water absorption rate can be maintained at a slow rate. The surface layer of the nonwoven fabric absorbs water while avoiding penetration of cement particles.
そして、吸水された水分は不織布内を型枠下方
に向かつて垂直に排水されてゆくが、前記透水係
数により排水もゆつくりとした速度で排水され
る。 The absorbed water is drained vertically within the nonwoven fabric toward the bottom of the formwork, but due to the water permeability coefficient, the water is drained at a slow speed.
しかもこのとき、不織布は濾材としての機能も
有するため表層を通じて吸水された水の中に僅か
にセメント粒子が存在していたとしても中間層で
濾過され、排水される水は澄んだ水となる。 Furthermore, at this time, the nonwoven fabric also functions as a filtering medium, so even if there are a small amount of cement particles in the water absorbed through the surface layer, they will be filtered by the intermediate layer, and the water drained will be clear water.
なお、型枠に貼り付けるにあたつては、コンク
リート表面に毛羽のない平滑な表層表面が接する
ことになり、型離れが容易で、表面に付着したノ
ロ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たえることができる。 In addition, when pasting onto the formwork, the smooth, fluff-free surface will be in contact with the concrete surface, making it easy to remove from the mold, and even if the slag attached to the surface dries, it can be easily washed with water. It is removable and can be used several times.
(実施例)
以下、更に添付図面を参照し、本発明の実施例
を説明する。(Embodiments) Hereinafter, embodiments of the present invention will be described with further reference to the accompanying drawings.
第1図は本発明に係る不織布の一部断面であり
図において1は合成繊維によりなる繊維層2と合
成繊維基布3によりなるニードルパンチされた中
間層、4は同中間層1の表面側の熱加工により平
滑化された表層、5は同じく中間層1の基位裏面
にニードルパンチによつて出た繊維を熱処理して
なる裏層で、コンクリート型枠貼付時、接着面と
なる層を夫々示す。 FIG. 1 is a partial cross-section of a nonwoven fabric according to the present invention. In the figure, 1 is a needle-punched intermediate layer consisting of a fiber layer 2 made of synthetic fibers and a synthetic fiber base fabric 3, and 4 is the surface side of the intermediate layer 1. The surface layer 5 is smoothed by heat processing, and 5 is the back layer made by heat treating the fibers produced by needle punching on the base back surface of the intermediate layer 1. Show each.
ここで上記合成繊維中間層1を形成する合成繊
維としてはナイロン、ポリエステル、ポリプロピ
レン繊維など各種の繊維が使用可能であるが、最
も実用的なものとしてポリプロピレンの細デニー
ル短繊維層とポリプロピレン扁平糸織物基布との
組み合わせが挙げられる。この場合、短繊維は普
通のポリプロピレン繊維でも、また低融点部分を
もつ、例えば芯が普通のポリプロピレン、鞘が低
融点のポリエステルまたはポリプロピレンなどか
らなる繊維でもよく、これらは夫々熱加工の方法
をそれに応じて行うことによつて所期の構造とす
ることができる。 Various types of fibers such as nylon, polyester, and polypropylene fibers can be used as the synthetic fibers forming the synthetic fiber intermediate layer 1, but the most practical ones include a polypropylene fine denier short fiber layer and a polypropylene flat thread fabric. An example is a combination with a base fabric. In this case, the short fibers may be ordinary polypropylene fibers or fibers with a low melting point, such as a core made of ordinary polypropylene and a sheath made of low melting point polyester or polypropylene, each of which is suitable for thermal processing. By performing the steps accordingly, the desired structure can be obtained.
しかして、上記構成をもつ不織布を作成するに
際しては、前記繊維層2と基布3とをニードルパ
ンチを施して一体化した後、その繊維層表面を熱
加工することによつて表面繊維を溶融せしめ、部
分的にフイルムに近い状態に平滑化して表層4と
すると共に、一方、裏面に出た繊維を熱処理によ
つて基布と一体化し裏層5とすることによつて得
られる。 Therefore, when creating a nonwoven fabric having the above structure, the fiber layer 2 and the base fabric 3 are integrated by needle punching, and then the surface fibers are melted by thermally processing the surface of the fiber layer. It is obtained by partially smoothing the fabric to a film-like state to form the surface layer 4, and on the other hand, the fibers exposed on the back surface are integrated with the base fabric by heat treatment to form the back layer 5.
この場合、表面の熱加工は熱盤上を摺接する方
法、赤外線加熱などの加工手段が用いられ、略
200℃で前後の温度下で数秒〜数十秒間、熱加工
することによつて行われ、一方、裏面側の熱処理
は通常、毛焼き加工程度で基布の一体化され剥離
の起こらない状態ができれば充分である。 In this case, thermal processing of the surface is performed using processing methods such as sliding contact on a hot plate or infrared heating.
This is done by heat treatment at a temperature of around 200℃ for a few seconds to several tens of seconds.On the other hand, the heat treatment on the back side is usually done by burning the base fabric and creating a state where the base fabric is integrated and no peeling occurs. If possible, it is sufficient.
以下、更に各層についての夫々の特長を述べ
る。 The features of each layer will be further described below.
(イ) 表層4;ニードルパンチを施した中間層1の
表面を上記熱加工によつて部分的にはフイルム
に近い、かつ毛羽のない平滑とした層で、この
表層部には通常、小孔又は繊維間隙がセメント
ペーストの固形分を透過させない程度の大きさ
で設けられていて適度の通気性、透水性を有し
ている。(b) Surface layer 4: The surface of the needle-punched intermediate layer 1 is partially formed into a smooth layer similar to a film and without fuzz by the above-mentioned thermal processing, and this surface layer usually has small holes. Alternatively, the fiber gaps are set to a size that does not allow the solid content of the cement paste to pass through, and has appropriate air permeability and water permeability.
しかし、この小孔又は繊維間隙は不織布の数
回繰り返し使用においても内部の繊維毛羽が出
てこないようにパンチングが施されている。 However, these small holes or fiber gaps are punched to prevent internal fiber fuzz from coming out even when the nonwoven fabric is used several times.
(ロ) 中間繊維層1;繊維層2は基布3に対してニ
ードルパンチによつて一体化されており、表層
の上記小孔または繊維間隙と連通して毛細管現
象によつて吸水がなされるようになつている。(b) Intermediate fiber layer 1: The fiber layer 2 is integrated with the base fabric 3 by needle punching, and communicates with the above-mentioned small pores or fiber gaps in the surface layer to absorb water by capillary phenomenon. It's becoming like that.
そして、この吸水された水は不織布の水平方
向に透水されて排水されることになるが、この
排水には、基布3もその役割を分担している。
又この中間繊維層1はコンクリート面圧を受け
るクツシヨン作用も有している。 Then, this absorbed water is permeated in the horizontal direction of the nonwoven fabric and drained, and the base fabric 3 also plays a role in this drainage.
This intermediate fiber layer 1 also has a cushioning function that receives concrete surface pressure.
なお、繊維層2と基布3をニードルパンチす
る場合には基布3の裏面からのパンチングはせ
ず、繊維層3側からのみ、針の種類、深さ、回
数を考慮しパンチングを行うのが有効である。 In addition, when needle punching the fiber layer 2 and the base fabric 3, do not punch from the back side of the base fabric 3, but only from the fiber layer 3 side, taking into consideration the type, depth, and number of needles used. is valid.
又、基布3は不織布生産過程において受ける
力に対して充分な抗張力をもち、かつ、型枠使
用時の引つ張り、引き裂き抵抗も充分であれば
よく、排水効果の面より比較的粗な組織の織物
が実用上用いられる。 In addition, the base fabric 3 only needs to have sufficient tensile strength to withstand the forces applied during the nonwoven fabric production process, as well as sufficient tensile and tear resistance when using formwork. Tissue fabrics are used in practice.
(ハ) 裏層5;基布3に対してニードルパンチされ
た繊維2の繊維が基布を通して裏面に出るが、
それを熱処理することにより基布面と一体化さ
れた裏層が形成される。そして、ここに粘着剤
等を塗布して型枠に接着させる。(c) Back layer 5: The fibers of fiber 2 needle-punched against base fabric 3 pass through the base fabric and come out on the back side,
By heat-treating it, a back layer that is integrated with the base fabric surface is formed. Then, apply an adhesive or the like to this to adhere it to the formwork.
かくして以上のような各層からなる3層構造に
よつて本発明不織布が形成されるが、この不織布
は通常、目付が300〜800g/m2、厚さが1mm前後
でコンクリート型枠用として通気量が2.0〜0.5
c.c./cm2/sec、好ましくは1.0〜0.5c.c./cm2/sec、
垂直透水係数が10-2〜10-4cm/sec、好まくしく
は、10-2〜10-3cm/secの値を有している。 Thus, the nonwoven fabric of the present invention is formed by the three-layer structure consisting of each layer as described above, and this nonwoven fabric usually has a basis weight of 300 to 800 g/m 2 , a thickness of around 1 mm, and has a high air permeability for use in concrete formwork. is 2.0~0.5
cc/cm 2 /sec, preferably 1.0 to 0.5cc/cm 2 /sec,
It has a vertical hydraulic conductivity of 10 -2 to 10 -4 cm/sec, preferably 10 -2 to 10 -3 cm/sec.
勿論、これらの数値は臨界的ではないが、我々
の実験によれば吸水速度とセメント粒子持ち運び
の恐れなどから上記範囲の値をもつことが極めて
有効であることが知見された。 Of course, these values are not critical, but our experiments have shown that it is extremely effective to have values within the above range from the viewpoint of water absorption rate and the risk of carrying cement particles.
第2図は上記の如き構成からなる不織布をコン
クリート型枠に取付け使用した例であり、小孔7
を有するコンクリート型枠6の内面に上記不織布
の裏面が接着面として接着剤などにより貼付され
ている。 Figure 2 shows an example in which a nonwoven fabric with the above structure is attached to a concrete formwork, and the small holes 7
The back surface of the non-woven fabric is attached as an adhesive surface to the inner surface of the concrete formwork 6 having an adhesive.
そして、この場合、コンクリートの締め固めに
あたり、コンクリート8中からブリージング現象
により浮き出てくる空気泡はセメント粒子を透過
することなく、表層4より中間層1に矢示の如く
流入し、中間層1の上方及び裏層を通つて型枠6
の小孔7により排出される。 In this case, when compacting the concrete, the air bubbles that emerge from the concrete 8 due to the breathing phenomenon flow from the surface layer 4 into the intermediate layer 1 as shown by the arrow, without passing through the cement particles. Formwork 6 through the upper and back layer
It is discharged through the small hole 7 of.
一方、コンクリートの締め固め時にコンクリー
トから分離する水分は表層4を通して不織布中間
層1に流入し、該中間層1が吸着して矢示の如く
下方へ排水される。しかも、上記空気泡及び下方
への水の排出は通気量、透水係数の特定によりゆ
つくり行われる。従つて、コンクリート硬化後の
型枠面には余剰水による水あばたあるいは空気泡
は残ることなく美しい面に仕上げられる。 On the other hand, water separated from the concrete during concrete compaction flows into the nonwoven fabric intermediate layer 1 through the surface layer 4, is absorbed by the intermediate layer 1, and is drained downward as shown by the arrow. Furthermore, the air bubbles and water are discharged downward at a leisurely pace depending on the ventilation amount and hydraulic permeability coefficient. Therefore, after the concrete has hardened, the formwork surface is finished beautifully without leaving any water pock marks or air bubbles due to excess water.
事実、上記の如く本発明不織布を型枠に接着し
コンクリートの垂直面に使用した結果、奇麗な水
が下方にゆつくり排水され、コンクリート固化後
に型枠を取り外したが、型離れも全くスムーズで
あり、ノロの固形化したものが表層面に付着して
いたが水洗により容易に除去された。また、不織
布を型枠に取り付ける作業も問題なく、勿論、コ
ンクリートの表面は平滑、緻密に仕上がり、その
強度も所期の値を充分満足したものであつた。 In fact, as described above, when the nonwoven fabric of the present invention was adhered to a formwork and used on a vertical surface of concrete, clean water slowly drained downward, and when the formwork was removed after the concrete had solidified, the mold removal was completely smooth. Although solidified slag was attached to the surface layer, it was easily removed by washing with water. Furthermore, there was no problem in attaching the nonwoven fabric to the formwork, and of course the surface of the concrete was smooth and dense, and its strength fully met the expected values.
(発明の効果)
本発明は以上のように平滑な表層、比較的密度
の粗な中間層及び裏層の3層からなり、しかも全
体として特定された範囲と通気量、垂直透水係数
を保有するものであり、上記平滑な表層によりセ
メント粒子の流入を阻止してブリージング現象に
より浮かび上がつてくり水、空気を余り早くない
速度で適度に抑えてゆつくりと中間層に流入せし
めると共に、該中間層により濾過せしめて、たと
えセメンと粒子が一部、混じつていたとしても、
これを捕捉し、澄んだ水として空気と共に外部に
ゆつくりと排水し、吸水速度の早さによるコンク
リート表面の脆化を防ぎ、所要の強度をコンクリ
ート面に保持させるのみならず、平滑な面をコン
クリート表面に接せしめることから、コンクリー
ト表面を平滑性、緻密性を高め、外観仕上げを良
好ならしめる顕著な効果を有する。(Effects of the Invention) As described above, the present invention consists of three layers: a smooth surface layer, a relatively low-density intermediate layer, and a back layer, and has a specified range, air permeability, and vertical permeability coefficient as a whole. The smooth surface layer prevents the inflow of cement particles and prevents the water and air that float up due to the breathing phenomenon to flow slowly into the intermediate layer by moderately suppressing the water and air at a not too fast speed. Filtered through layers, even if some particles are mixed with cement,
This is captured and slowly drained as clear water to the outside along with the air, preventing the concrete surface from becoming brittle due to the high rate of water absorption, not only maintaining the required strength on the concrete surface, but also creating a smooth surface. Since it comes into contact with the concrete surface, it has the remarkable effect of increasing the smoothness and density of the concrete surface and giving it a good external finish.
また、コンクリート表面に上記平滑な表層が接
することから型離れが全く容易であり、表面に付
着したノロが乾燥しても水洗で容易に除去され、
数回の使用に充分耐えられ、経済性に富むと共に
表層表面は緻密なニードルパンチング及び熱加工
により何回使用しても内部から繊維が毛羽となつ
て出てくることもなく、更には基布と繊維層は一
体化されて型離れの際にも層間剥離の起こる心配
もないなどの種々の利点もあり、コンクリート型
枠用の不織布としてその実用的効果が頗る大であ
る。 In addition, since the above-mentioned smooth surface layer is in contact with the concrete surface, it is completely easy to release the mold, and even if the slag attached to the surface dries, it is easily removed by washing with water.
It can withstand multiple uses, is highly economical, and the surface layer is finely needle-punched and heat-treated, so no matter how many times you use it, the fibers will not come out from inside as fuzz, and it is even more durable than the base fabric. It has various advantages such as the fact that the fiber layer and the fiber layer are integrated and there is no risk of delamination occurring when the mold is removed, and its practical effects as a nonwoven fabric for concrete formwork are extremely large.
なお、本発明不織布は繊維層、基布ともに軽く
全体として厚さ1mm、目付800〜300g/m2程度で
充分であり、型枠に対する貼付作業も簡単で、し
かも使用数を考慮すれば原反として500〜1000
円/m2で済み、経済面においても実効を有する。 The nonwoven fabric of the present invention is light in both the fiber layer and the base fabric, has a total thickness of 1 mm, and has a basis weight of about 800 to 300 g/ m2 , and is easy to attach to the formwork. as 500~1000
It costs only yen/m 2 and is economically effective.
第1図は本発明に係る不織布の部分側断面図、
第2図は同不織布をコンクリート型枠に貼付した
場合の部分説明図である。
1……中間層、2……繊維層、3……基布、4
……表層、5……裏層。
FIG. 1 is a partial side sectional view of a nonwoven fabric according to the present invention;
FIG. 2 is a partial explanatory diagram of the nonwoven fabric applied to a concrete formwork. 1... Intermediate layer, 2... Fiber layer, 3... Base fabric, 4
...surface layer, 5...back layer.
Claims (1)
布であつて、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より基
布面と一体化としてなる接着面表層との3層から
なり、全体として通気量が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は固形分を透過さ
せない程度の小孔または繊維間隙を有することを
特徴とする吸水・排水用不織布。1 A non-woven fabric to be attached to concrete formwork, in which a fibrous layer made of synthetic fibers and a synthetic fiber base fabric are integrated by needle punching, and then only the surface of the fibrous layer is thermally processed. A smooth surface layer without fuzz, followed by an intermediate layer with relatively low density consisting of the fiber layer and the base fabric, and the fibers exposed on the back side of the base fabric are integrated with the base fabric surface by heat treatment. It consists of three layers, including an adhesive surface and a surface layer, with an overall airflow rate of 2.0 to 0.5 cc/cm 2 /sec,
1. A nonwoven fabric for water absorption and drainage, characterized in that the vertical hydraulic conductivity is 10 -2 to 10 -4 cm/sec, and the surface layer has small pores or fiber gaps that do not allow solid content to pass through the cement paste.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63282851A JPH02128802A (en) | 1988-11-08 | 1988-11-08 | Nonwoven fabric for water absorption/draining |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63282851A JPH02128802A (en) | 1988-11-08 | 1988-11-08 | Nonwoven fabric for water absorption/draining |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02128802A JPH02128802A (en) | 1990-05-17 |
JPH0358889B2 true JPH0358889B2 (en) | 1991-09-06 |
Family
ID=17657894
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63282851A Granted JPH02128802A (en) | 1988-11-08 | 1988-11-08 | Nonwoven fabric for water absorption/draining |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02128802A (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2591254B2 (en) * | 1989-07-10 | 1997-03-19 | 東レ株式会社 | Lining material for concrete formwork, concrete formwork and concrete casting method |
US5124102A (en) * | 1990-12-11 | 1992-06-23 | E. I. Du Pont De Nemours And Company | Fabric useful as a concrete form liner |
US5247730A (en) * | 1991-10-25 | 1993-09-28 | E. I. Du Pont De Nemours And Company | Method for attaching and bidirectionally tensioning a porous fabric over a form support |
US5302099A (en) * | 1992-09-28 | 1994-04-12 | E. I. Du Pont De Nemours And Company | Laminated fabric useful as a concrete form liner |
JP6731242B2 (en) * | 2015-12-10 | 2020-07-29 | 戸田建設株式会社 | Lining concrete structure in mountain tunnel and composite functional sheet for it |
-
1988
- 1988-11-08 JP JP63282851A patent/JPH02128802A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPH02128802A (en) | 1990-05-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE69730140T2 (en) | FORMAT CLADDING FOR CONCRETE | |
JP2002507906A (en) | Method for producing open cover sheet for absorbent article and material produced by this method | |
EP0855479A2 (en) | Vapor permeable underroof membrane and method of producing same | |
JP2008295626A (en) | Home water absorption mat and its manufacturing method | |
HUE031985T2 (en) | Absorbing airlaid product | |
JP2736394B2 (en) | Non-woven fabric for water absorption and permeability | |
JPH0358889B2 (en) | ||
EP0429730B1 (en) | A composite material for attachment to a concrete panel | |
JPH0835281A (en) | Deck plate and floor construction method using the deck plate | |
JPH089913B2 (en) | Sheet for attaching formwork | |
JPH03219919A (en) | Composite water permeable sheet | |
JP3228357B2 (en) | Water-permeable sheet for formwork and water-permeable formwork | |
KR20060081632A (en) | The functional nonwoven fabrics manufacturing method and the system | |
JPH03130109A (en) | Lining material for concrete frame mold, concrete frame mold and method for placing concrete | |
JP2821929B2 (en) | Permeable formwork and concrete casting method using the formwork | |
JPS64478Y2 (en) | ||
JPH07305510A (en) | Vacuum concrete construction method | |
JPH0627369Y2 (en) | Curing sheet for concrete formwork | |
DE202009000393U1 (en) | concrete formwork | |
JPH06123172A (en) | Lining for concrete panel | |
JPH02204573A (en) | Form and method for placing concrete | |
JPH0111795Y2 (en) | ||
JPH0736007Y2 (en) | Filter material for concrete casting | |
WO2002081802A1 (en) | Laminate as a wall lining or shading element | |
JPH07279416A (en) | Concrete-form lining material |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |