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JPH03219919A - Composite water permeable sheet - Google Patents

Composite water permeable sheet

Info

Publication number
JPH03219919A
JPH03219919A JP1662190A JP1662190A JPH03219919A JP H03219919 A JPH03219919 A JP H03219919A JP 1662190 A JP1662190 A JP 1662190A JP 1662190 A JP1662190 A JP 1662190A JP H03219919 A JPH03219919 A JP H03219919A
Authority
JP
Japan
Prior art keywords
layer
water
base fabric
concrete
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.)
Granted
Application number
JP1662190A
Other languages
Japanese (ja)
Other versions
JPH0558364B2 (en
Inventor
Akira Tsubota
坪田 亜規良
Takashi Kumano
熊野 隆
Mamoru Morita
守 森田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KUREHA TEC KK
Original Assignee
KUREHA TEC KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by KUREHA TEC KK filed Critical KUREHA TEC KK
Priority to JP1662190A priority Critical patent/JPH03219919A/en
Publication of JPH03219919A publication Critical patent/JPH03219919A/en
Publication of JPH0558364B2 publication Critical patent/JPH0558364B2/ja
Granted legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/36Linings or coatings, e.g. removable, absorbent linings, permanent anti-stick coatings; Linings becoming a non-permanent layer of the moulded article
    • B28B7/368Absorbent linings

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

PURPOSE:To prevent drainage efficiency from lowering and keep drainage capacity even after repeated use by a method wherein fiber layer made of synthetic resin and synthetic resin base fabric are integrated with each other by needle punching and, after that, the surface of the fiber layer is hot-melted. CONSTITUTION:Fiber layer 1 and synthetic fiber base fabric 2 are integrated with each other by needle punching. By thermally processing the surface of the fiber layer, its surface fibers are melted so as to produce surface layer 4, which is smoothed locally to near filmy state, and, on the other hand, the fibers projected to the rear side is integrated with the base fabric by heat treatment so as to produce the rear layer in order to obtain the sheet concerned. Synthetic resin sheet 3 having small recessed parts 3a and projected parts 3b, both of which face to the rear layer 2 and form continuous passage gaps, is joined to the rear layer 2 under the condition that the crest surface of the projected part 3b acts as the joint surface to the rear layer 2. Accordingly, continuous passage gap is produced between the rear layer 2 and the bottom of the recessed part 3a of the resin sheet 3.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は複合型透水シート、特にコンクリート施工に用
いられる型枠に貼り付は使用される吸水・排水両性能を
備えた上記複合型透水シートに関する。
Detailed Description of the Invention (Field of Industrial Application) The present invention relates to a composite type water-permeable sheet, particularly the above-mentioned composite type water-permeable sheet having both water absorption and drainage performance, which is used for pasting on formwork used in concrete construction. Regarding.

(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−船釣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 aestheticize the concrete surface, that is, to prevent water pockmarks from occurring on the surface that the formwork touches. It affects the removal of air bubbles, improvement of the durability of the concrete surface, and densification of the concrete composition by removing excess water. Conventionally, plywood panels, steel panels (
Metal foam) was used for boat fishing, but recently,
This has been used as an actual construction method in development and construction, and various attempts have been made to attach special materials to the formwork to remove pockmarks in the concrete in contact with the formwork surface.

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つけて型離れをよくし、使用回数の
増加を図っており、特開昭60−43528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の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. According to the publication, porous material is pasted on the inner surface of the formwork, holes are made in the weir plate and porous material is pasted on top of the holes to release air bubbles from the concrete to the outside, and surplus water is drained from the holes. 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Mi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 double structure is used: 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 Mi weave density. A formwork has been proposed that includes a sheet and 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、 voI−44+ 
N13、 (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
からある厚さ0.4 tm程度の不織布を貼付けした型
枠が説明されている。
More recently, a special feature on literature “Building materials”, voI-44+
N13, (1988) etc., it is effective to ``quickly absorb excess water, reach a certain amount in 30 minutes, and retain the absorbed water without releasing it'', so we expect super absorbent polymers to be effective. The method of attaching a specially processed thick long fiber non-woven fabric to a formwork and relying on the water-absorbing power of the fibers themselves was introduced as a water-absorbing formwork. A formwork to which a nonwoven fabric of about 0.4 tm in thickness is pasted made of superabsorbent fibers is described.

一方、透水型枠としては型枠に細かい排水孔を設けたり
、型枠と吸水用織物の間に集水ネットや集水合繊樹脂板
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ってこれに貼付けする繊
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、微細なセメント粒子は型
枠内に留めるというフィ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, as permeable formwork, conventional methods have been to provide fine drainage holes in the formwork, or to provide a water collection net or a water collection synthetic fiber resin plate between the formwork and water absorbing fabric, but the above-mentioned document ( In the "Building Materials" special feature), when excess water and air are drained from the fine drainage holes provided in the formwork, the performance required for the fiber material attached to this is to allow only the water and air separated from the concrete to pass through. It is stated that a filtering effect is required to keep the cement particles within the mold, and that it is preferable to use a special polyester fabric with high air permeability and water permeability.

ところが、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現在、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は至っ
ていない。
However, there are currently no fiber materials such as nonwoven fabric sheets used for drainage and water-permeable formwork as described above that are fully satisfactory and have not yet been widely used in industry.

これは従来の不織布など、繊維材料にあっては平滑加工
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
用できないためと思われる。
This is thought to be because conventional fibrous materials such as nonwoven fabrics are not smoothed, resulting in fluff, which increases adhesion to concrete during concrete placement and can only be used once.

そこで、上記の如き実状に着目し、好適なコンクリート
パネル用透水性9通気性シート状物として打設コンクリ
ートに対して離型性が良く、かつ通水2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
孔に連通ずる通水。
Therefore, we focused on the above-mentioned actual situation, and created a surface layer that has good mold releasability from poured concrete and has a large number of water permeable 2 ventilation pores as a suitable water permeable 9 air permeable sheet material for concrete panels. A water passage is provided on the back side of the surface layer and communicates with the pores of the surface layer.

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
シート状物が提案され(特開昭63−63858号公報
参照)また本出願人においても特願昭63−28285
1号公報をもって改良した吸水、排水用不織布を提案し
た。
A sheet-like material comprising a base layer for maintaining gaps that has a large number of ventilation gaps in the thickness direction and does not buckle or unbalance under the heavy pressure of poured concrete has been proposed (see Japanese Patent Laid-Open No. 63-63858), and the present applicant Patent application No. 63-28285
In Publication No. 1, we proposed an improved nonwoven fabric for water absorption and drainage.

これは合成繊維よりなる繊維層と、合成繊維基布とをニ
ードルパンチによって一体化した後、該繊維層の表面の
みを熱加工によっ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2.0〜0.5 cc/cJ/
sec 、垂直透水係数が10− ” 〜10− ’ 
crn / 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 thermally processing only the surface of the fiber layer to make it a smooth layer without fluff, and the following fiber layer. It consists of three layers: a relatively low-density middle layer made of base fabric, and an adhesive backing layer made by heat-treating the fibers exposed on the back side of the base fabric and integrating them with the base fabric surface. Air flow rate is 2.0 to 0.5 cc/cJ/
sec, vertical hydraulic conductivity is 10-'' ~ 10-'
crn/sec, and the surface layer portion is a nonwoven fabric having small pores or fiber gaps that do not allow the solid content of the cement paste to pass through.

(発明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は、使用に際し、コ
ンクリートの水分を吸水し、かつ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、次の如き問題
があることが分かった。
(Problems to be Solved by the Invention) However, each of the above-mentioned sheet-like products absorbs water from concrete when used, improves the finish of the concrete surface, and also has good properties such that it does not easily release from the mold and can be used several times. Although it has various effects such as being possible, it has been found that there are the following problems.

即ち、上記の如きシート状物をコンクリート型枠内面に
貼り付は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から分離する水分は第4図に
示すように表層(4)を通して中間層(5)に流入し、
中間層(5)が吸着して矢示の如く中間層(5)の下方
からと、型枠(P)及び裏層(2)の間の接着間隙(1
)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
に及ぼす圧力によって決まってくる。
In other words, when carrying out concrete construction by attaching a sheet-like material such as the one described above to the inner surface of a concrete formwork, the bonding between the backing layer and the formwork is usually not done by full-surface adhesion, but by leaving a gap to allow water to pass through. Since the water separated from the concrete during concrete compaction flows into the middle layer (5) through the surface layer (4) as shown in Figure 4,
The intermediate layer (5) is adsorbed and the adhesive gap (1) between the intermediate layer (5) from below and the formwork (P) and the backing layer (2) as shown by the arrow.
) and is discharged downward. 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.

ところが数回の使用を重ねるうちに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
(f)は次第に密着状態に接近し、同間隙(1)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, as it is used several times, the influence of concrete pressure on the sheet material increases, and as a result, the sheet material receives the pressure and the gap between the backing layer (2) and the formwork (P) ( f) The condition gradually approaches a close contact state, and the water flowing down through the gap (1) decreases, resulting in poor drainage efficiency and affecting the finished concrete surface.

本発明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、特に小さ
な凹凸を備えた樹脂板を併用することによりシート状物
裏層と型枠との間の通水間隙を長時間にわたり確保し、
数回の繰り返し使゛用においても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 has focused on such a situation, and aims to prevent the deterioration of drainage efficiency due to the above-mentioned concrete pressure.In particular, by using a resin plate with small irregularities, the gap between the back layer of the sheet material and the formwork is improved. Ensures water flow gap for a long time,
The purpose is to maintain drainage ability even after repeated use several times, and to provide a good finish on the concrete pouring surface.

(課題を解決するための手段) 即ち、上記目的を適合する本発明透水シートの特徴は前
記本出願人の提案に係る吸排水用不織布の如き、合成繊
維の繊維層と合成繊維の基布とをニードルバンチによっ
て一体化してなり、かつ繊維層表面を熱溶融することに
よって、通気1通水性細孔をもつ平滑多孔面とした表層
と、前記細孔に連通ずる通気1通水性空隙を有し、厚み
方向にクッション機能をもたせた中間繊維層と、透水性
のよい基布を有する補強材裏層との3層構成を有する不
織布を基材とし、その不織布基材裏層基布面に面して連
続した通路間隙を形成する多数の小凹凸を有する合成樹
脂板をその凸部頂面を接合面として接合せしめた構成に
ある。
(Means for Solving the Problems) That is, the features of the water-permeable sheet of the present invention that satisfies the above-mentioned objects include a fibrous layer of synthetic fibers and a base fabric of synthetic fibers, such as the nonwoven fabric for water absorption and drainage proposed by the applicant. are integrated by needle bunching, and the fiber layer surface is thermally melted to form a smooth porous surface having air permeable pores, and air permeable air pores communicating with the pores. The base material is a nonwoven fabric having a three-layer structure of an intermediate fiber layer with a cushioning function in the thickness direction and a reinforcing material backing layer having a base fabric with good water permeability. It has a structure in which synthetic resin plates having a large number of small irregularities forming continuous passage gaps are joined together with the top surfaces of the convex portions serving as joint surfaces.

ここで本発明において用いられる不織布は一般的には前
述した特願昭63−282851号で提案した吸排水用
不織布である。しかし目的を逸脱しない限り、同効の不
織布の利用も可能である。この場合、何れの不織布にお
いても、平滑多孔性表層、クッション機能をもつ中間層
及び基布を有する裏層の3層構成をもつことは重要であ
る。
The nonwoven fabric used in the present invention is generally the nonwoven fabric for water absorption and drainage proposed in the aforementioned Japanese Patent Application No. 63-282851. However, as long as the purpose is not deviated from, it is also possible to use a nonwoven fabric with the same effect. In this case, it is important that any nonwoven fabric has a three-layer structure: a smooth porous surface layer, an intermediate layer having a cushioning function, and a back layer having a base fabric.

不織布の平滑化された表層は繊維層表面のみを既知の手
段に従って適宜加熱処理することによって得られる。
The smooth surface layer of the nonwoven fabric can be obtained by suitably heat-treating only the surface of the fiber layer according to known means.

この表層には排水のため通気1通水性の多数の細孔を具
備することが必要であり、就中、ゆっくり排水させるこ
とが肝要である。そのため、この表層に形成される多数
の細孔は、打設されたコンクリートの水分のみを通過さ
せる大きさ、即ち、セメント粒子群(凝集体)を微細な
ものを除いて阻止する大きさが選ばれると共に全体とし
て通気量を2.0〜0.5 cc / crA /se
c好ましくは1.0〜0゜5 cc / cl / s
e(、垂直透水係数が10− ”〜10− ’ cm 
/sec好ましくは10−2〜10−3cm / se
c程度に抑制することが望まれる。
It is necessary for this surface layer to have a large number of pores that are permeable to air and water for drainage, and it is particularly important that the water be drained slowly. Therefore, the large number of pores formed in this surface layer are selected to have a size that allows only the moisture of the poured concrete to pass through, that is, a size that blocks all but the smallest cement particles (agglomerates). and increase the overall airflow rate to 2.0 to 0.5 cc/crA/se.
c preferably 1.0~0゜5 cc/cl/s
e (, vertical hydraulic conductivity is 10-''~10-' cm
/sec preferably 10-2 to 10-3 cm/sec
It is desirable to suppress it to about c.

一方、小凹凸を有する合成樹脂板はその凹凸形状が溝状
、丸形、正方形、菱形の何れの形状であってもよいが、
前述の如く該小凹凸の凸部頂面を接合面として裏層と接
合させたとき、凸部間の通路が連続した排水通路を形成
する形状にあることが、最低限、必要であると共に、同
時に基布接合面側への凸部が表層側に突出してコンクリ
ート表面に跡を残さないこと、不織布の基布とコンクリ
ート型枠面への接着に何ら支障を与えないことも望まし
い。
On the other hand, the synthetic resin plate having small irregularities may have any shape such as groove, round, square, or rhombus.
As mentioned above, when the top surface of the convex portion of the small unevenness is used as the bonding surface and is bonded to the backing layer, it is necessary at least that the passage between the convex portions be in a shape that forms a continuous drainage passage, and At the same time, it is also desirable that the protrusions toward the base fabric joining surface do not protrude to the surface side and leave no traces on the concrete surface, and that they do not impede the adhesion of the nonwoven fabric to the surface of the concrete formwork.

通常、かかる合成樹脂板は市販されているものが使用さ
れる。
Usually, commercially available synthetic resin plates are used.

(作用) 以上のような構成を有する本発明複合型透水シートはコ
ンクリート型枠(パネル)の内面にその樹脂板の凸部頂
面を介して接着剤等で貼り合わせ、透水シートの表層側
を内側にして型を組み、コンクリートを打設する。
(Function) The composite water-permeable sheet of the present invention having the above-described structure is attached to the inner surface of a concrete formwork (panel) via the top surface of the convex portion of the resin plate with an adhesive or the like, and the surface side of the water-permeable sheet is Set the mold inside and pour concrete.

打設されたコンクリートは、透水シートの不織布表層の
多数の孔を通してゆっくりと吸水され、この吸水された
水分は、中間繊維層からそのまま下方へ流下すると共に
更に基布裏層を経て該裏層と樹脂板の凹部とによって形
成された連続せる排水通路を通じ下方にったうようにし
て排出される。
The poured concrete slowly absorbs water through the many holes in the nonwoven fabric surface layer of the water-permeable sheet, and this absorbed water flows directly downward from the intermediate fiber layer and further passes through the base fabric backing layer to the backing layer. It is discharged downward through a continuous drainage passage formed by the concave portion of the resin plate.

そして、前述の如く平滑になされている表層によってコ
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 makes the finish of the concrete surface smooth, and it also makes it easier to release the mold, and prevents slag (dissolved cement) from adhering to the surface.
Even if it dries, it can be easily removed by washing with water, and it 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って不
織布基材は次第に押圧され、裏層とコンクリート型枠と
の間が段々と詰まってゆこうとするが樹脂板の凹部底面
と不織布基材の裏層の間に形成された通路間隙は樹脂板
のある程度の保形性によって潰れることなく長時間にわ
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。し
かもコンクリート型枠との接着は樹脂板によってなされ
るので、通水間隙を考慮した縞状の接着を考える煩雑さ
が省かれ、透水シートの型枠への貼り付けが容易となる
During the above-mentioned drainage, the nonwoven fabric base material is gradually pressed by the pressure of the concrete, especially after repeated use several times, and the space between the backing layer and the concrete formwork gradually becomes clogged. However, the passage gap formed between the bottom of the concave part of the resin plate and the back layer of the nonwoven fabric base material maintains a drainage passage for a long time without being crushed due to the shape retention of the resin plate to a certain extent, and the drainage efficiency is almost reduced. Helps achieve a good finish on the concrete pouring surface without causing any damage. Moreover, since the adhesive to the concrete formwork is made by the resin plate, the trouble of creating striped adhesion in consideration of water flow gaps is eliminated, and the water-permeable sheet can be easily attached to the formwork.

(実施例) 以下、更に添付図面を参照し、本発明の詳細な説明する
(Example) The present invention will be described in detail below with further reference to the accompanying drawings.

第1図は本発明に係る複合型透水シートの1例を示す使
用状態断面図であり、(1)は合成繊維よりなる繊維層
、(2)は透水性良好な合成繊維基布を有する裏層を示
し、両者(11,(21はニードルパンチによって一体
に形成されており、繊維層(1)の表面は加熱処理によ
り融着されて平滑な表層(4)となっている。そしてこ
の平滑な表層(4)は全面にわたり当然のこととして型
枠(P)内部に充填されるコンクリート(C)より分離
された水を通水するための通気1通水用の細孔がセメン
トペーストの固形分を透過させない大きさで設けられて
いる。
FIG. 1 is a sectional view showing an example of the composite water-permeable sheet according to the present invention in use, in which (1) is a fiber layer made of synthetic fibers, and (2) is a backing having a synthetic fiber base fabric with good water permeability. The layers (11, (21) are integrally formed by needle punching, and the surface of the fiber layer (1) is fused by heat treatment to form a smooth surface layer (4). As a matter of course, the surface layer (4) has pores for passing water separated from the concrete (C) filled into the formwork (P) throughout the solid cement paste. It is sized to prevent water from passing through.

また、(5)は上記表層(4)に続く繊維を主とするク
ッション機能をもつ中間層(5)であり、これにも前記
表層(4)の通気9通水性細孔に連通して毛細管現象に
よって吸水する空隙が具備されていてその裏面側に前記
基布を有する裏層(2)が通常、表面側からのみニード
ルパンチされることによって一体に交絡されて3層構造
となっており、この裏層(2)に面して本発明の要部と
する連続した通路間隙を形成する小凹凸(3a) 、 
(3b)を有する合成樹脂板(3)がその凹凸(3b)
頂面を裏層(2)に対する接合面として接着されている
。従って裏層(2)と樹脂板(3)の凹部(3a)底面
との間には第2図、第3図でより明らかに知られるよう
に連続した通路間隙が形成される。
Further, (5) is an intermediate layer (5) which has a cushioning function and is mainly made of fibers following the surface layer (4), and this also communicates with the water-permeable pores of the surface layer (4) to form capillary tubes. The back layer (2), which is provided with voids that absorb water by the phenomenon and has the base fabric on the back side thereof, is usually needle-punched only from the front side and intertwined together to form a three-layer structure, Small irregularities (3a) facing this backing layer (2) and forming a continuous passage gap, which is the essential part of the present invention;
(3b) The synthetic resin plate (3) has its unevenness (3b)
The top surface is bonded to the back layer (2) as a bonding surface. Therefore, a continuous passage gap is formed between the backing layer (2) and the bottom surface of the recess (3a) of the resin plate (3), as more clearly seen in FIGS. 2 and 3.

ここで上記構成繊維層(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
て行うことによっ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 constituent fiber layer (1), but the most practical ones include a layer of fine denier short fibers of polypropylene and a polypropylene flat yarn. A combination with a woven base fabric can be mentioned. In this case, the staple 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 polyester or polypropylene, each of which has its own thermal processing method. By performing the steps accordingly, the desired structure can be obtained.

しかして、3層構成をもつ不織布を作成するに際しては
、前記繊維層(1)と合成繊維基布(2)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
することによって表面繊維を溶融せしめ、部分的にフィ
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って基布と一体化し
基布を有する裏層とすることによって得られる。
Therefore, when creating a nonwoven fabric having a three-layer structure, the fiber layer (1) and the synthetic fiber base fabric (2) are integrated by needle punching, and then the surface of the fiber layer is thermally processed. The surface fibers are melted and partially smoothed to a state similar to a film to form the surface layer (4),
On the other hand, it can be obtained by heat-treating the fibers exposed on the back surface and integrating them with the base fabric to form a back layer having the base fabric.

この場合、表面の熱加工は熱盤上を摺擦する方法、赤外
線加熱などの加工手段が用いられ、略200℃前後の温
度下で数秒〜数十秒間、熱加工することによって行われ
、一方、裏面側の熱処理は通常、毛焼き加工程度で基布
と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, heat processing of the surface is carried out using processing means such as rubbing on a hot plate or infrared heating, and is carried out by heat processing for several seconds to several tens of seconds at a temperature of approximately 200°C. Generally, the heat treatment on the back side is sufficient if it is at the level of a burnt process and is integrated with the base fabric without peeling.

なお、前記3層構造の不織布基材は通常、目付が300
〜800g/rf、厚さが1鶴前後でコンクリート型枠
用とし通気量が2.0〜0.5 cc/ crl/se
c、好ましくは1.0〜0.5 cc/ cni/se
c、垂直透水係数が10−”〜10−’am/sec、
好ましくは、10− ” 〜10− ” cm /se
cの値を有していることが好適である。
Note that the three-layer structure nonwoven fabric base material usually has a basis weight of 300.
~800g/rf, thickness around 1 Tsuru, for concrete formwork, ventilation rate 2.0~0.5 cc/crl/se
c, preferably 1.0-0.5 cc/cni/se
c, vertical hydraulic conductivity is 10-” to 10-’am/sec,
Preferably 10-” to 10-” cm/se
Preferably, it has a value of c.

勿論、こ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, this value is not critical, but our experiments have shown that it is extremely effective to have a value within the above range from the viewpoint of water absorption rate and the risk of transporting cement particles.

一方、小凹凸を有する合成樹脂板(3)はその形状が溝
状、円柱状突起、正方形状突起、菱形突起などの如何を
問わず、任意の凸起形状を全面に有するものであればよ
いが、少なくとも全体としてみれば、凸部が排水を上か
ら下に流しうる形であること、基布(2)と型枠(P)
に充分に接着すること、その凸部が表N(4)の表面に
突出してコンクリート表面に跡を残さないことが肝要で
ある。また凸部の先端を平坦になしたり粗面を設けたり
して基布(2)に充分に接着できるようにすることも望
ましい。
On the other hand, the synthetic resin plate (3) having small irregularities may have any convex shape on its entire surface, regardless of its shape, such as grooves, cylindrical protrusions, square protrusions, diamond-shaped protrusions, etc. However, at least when viewed as a whole, the convex part has a shape that allows drainage to flow from top to bottom, and the base fabric (2) and formwork (P)
It is important that the convex portion protrudes from the surface of Table N (4) and does not leave any marks on the concrete surface. It is also desirable to make the tip of the convex portion flat or provide a rough surface so that it can be sufficiently bonded to the base fabric (2).

そして、その凹凸の形状は、単板形の透水シートの場合
には、第2図(() 、 (II)に示すように縦の凹
溝(3c)と凸状(3d)とによるもので充分であるが
、ロール状透水シートの場合(ロール状に巻いて運送す
る場合)には、上記のものであると巻回し難いので、第
3図(イ)〜(ハ)に示すように、各形状の小さな突起
(3e)がランダム或いは規則的に配列されている方が
望ましい。殊に、これら第2図。
In the case of a veneer-type water-permeable sheet, the shape of the unevenness is composed of vertical grooves (3c) and convexities (3d), as shown in Figure 2 (() and (II)). However, in the case of roll-shaped water-permeable sheets (when transported rolled), the above-mentioned sheet is difficult to wind, so as shown in Figures 3 (a) to (c), It is preferable that the small protrusions (3e) of each shape are arranged randomly or regularly, especially as shown in FIG.

第3図に示すものは、突起の頂部はもちろんのこと、谷
底部の外側(形枠に当接する部分)も平坦であることが
接着のために望ましい。また、コンクリート打設時に、
側圧のためにこれらの突起が不織布表層からコンクリー
ト表面に残ると欠点となるので、突起の数は多くして、
1個当たりの大きさは小さくする方がよく、更に溝幅や
突起の直径等も数U以下とし、突起の高さも数鶴前後と
するのが好適である。
In the case shown in FIG. 3, it is desirable that not only the top of the protrusion but also the outside of the valley bottom (the part that contacts the form) be flat for adhesion. Also, when pouring concrete,
If these protrusions remain on the concrete surface from the surface layer of the nonwoven fabric due to lateral pressure, it will be a disadvantage, so the number of protrusions should be increased.
It is better to make the size of each piece small, and furthermore, it is preferable that the groove width and the diameter of the protrusion be less than a few U, and the height of the protrusion be about a few cranes.

以上説明した本発明透水シートは、使用に際し第1図に
示すようにコンクリート型枠(P)に貼り付け、表層(
4)がコンクリート(C)打設側になるようにして用い
るが、型枠(P)への貼り合わせは、最も簡便な剥離紙
の付いた粘着剤が好適である。
When the water-permeable sheet of the present invention described above is used, it is attached to a concrete formwork (P) as shown in Figure 1, and the surface layer (
4) is used so that it is on the concrete (C) pouring side, but for bonding to the formwork (P), it is most convenient to use an adhesive with a release paper attached.

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、表層(4)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
ンメト粒子が表層(4)の細孔から中層(5)へ侵入し
やすくなったり、コンクリート表面の強度低下を惹起し
たりするので、不織布基材全体の通気量を前記の如く約
1.0 cd/see以下、垂直透水係数を10−”a
m/sec 〜10−’cm/seCにおさえておくよ
うにすると、吸水された水は基布を通って樹脂板へと流
れ、樹脂板の凹部と基布が形成する空間を通って、下方
に抵抗を受けることなく排水される。
When concrete is poured into the formwork to which the water-permeable sheet is attached, only the moisture in the mortar is absorbed from the surface layer (4) through its pores, and all but the smallest cement particles are blocked. . If the flow rate is too high, Cenmet particles will easily penetrate into the middle layer (5) from the pores of the surface layer (4), or cause a decrease in the strength of the concrete surface. below about 1.0 cd/see, with a vertical hydraulic conductivity of 10-”a
m/sec to 10-'cm/secC, the absorbed water flows through the base fabric to the resin plate, passes through the space formed by the concave part of the resin plate and the base fabric, and flows downward. The water is drained without any resistance.

次に本発明透水シートの具体例を揚げる。Next, specific examples of the water-permeable sheet of the present invention will be described.

(例1) 合成繊維として、繊維層、基布ともにポリプロピレン繊
維を使用し、繊維層は200〜400g/%、基布は扁
平系織物として両者をニードルパンチにより一体化し、
不織布を作成した。
(Example 1) As synthetic fibers, polypropylene fibers were used for both the fiber layer and the base fabric, the fiber layer was 200 to 400 g/%, the base fabric was a flat fabric, and both were integrated by needle punching.
A non-woven fabric was created.

そして不織布の繊維層表面を熱カレンダーローラにて加
熱、加圧して、溶融させ、圧縮せしめることによって平
滑な表層を形成した。一方、合成樹脂板としてたて溝型
突起を有する樹脂板をポリエチレン板をプレスすること
によって作成し溝は幅2u、高さ2flとした。そして
、上記両者を突起頂面を接着面として不織布の基布側と
接着し、透水シートした。
Then, the surface of the fiber layer of the nonwoven fabric was heated and pressed with a thermal calendar roller to melt and compress it, thereby forming a smooth surface layer. On the other hand, a synthetic resin plate having vertical groove-shaped protrusions was prepared by pressing a polyethylene plate, and the grooves were 2u in width and 2fl in height. Then, both of the above were adhered to the base fabric side of the nonwoven fabric using the top surface of the protrusion as the adhesive surface to form a water-permeable sheet.

(例2) 次に繊維層として2〜15デニール混綿のポリプロピレ
ン繊維、基布にポリプロピレン扁平糸織物を用い、50
0g/rrrのニードルパンチ型不織布を作成した。そ
して、不織布側の表面繊維を熱溶融処理して平滑多孔性
の表層部として、これに続くクッション機能を持った空
隙率の大きな繊維中間層と、さらに補強材としての透水
性の大きな基布から成る層構造の厚さ1flの不織布を
作成した。この不織布は、全体として通気量0.5 c
c/ c4/sec。
(Example 2) Next, a 2 to 15 denier blended polypropylene fiber was used as the fiber layer, and a polypropylene flat thread fabric was used as the base fabric.
A needle-punched nonwoven fabric with a weight of 0 g/rrr was prepared. Then, the surface fibers on the nonwoven fabric side are heat-fused to form a smooth porous surface layer, followed by an intermediate layer of fibers with a high porosity that has a cushioning function, and a base fabric with high water permeability as a reinforcing material. A nonwoven fabric having a layered structure with a thickness of 1 fl was prepared. This non-woven fabric has an air permeability of 0.5 c as a whole.
c/c4/sec.

垂直透水係数が2 X 10−’cm / sec、水
滴吸水速度10分(JIS−L−1096−6,26、
吸水性にある滴下法による)の性能のゆっくりした吸水
速度を持つものであった。そして、次にこの不織布に対
し直径4鶴。
Vertical hydraulic conductivity is 2 x 10-'cm/sec, water droplet absorption rate is 10 minutes (JIS-L-1096-6, 26,
It had a slow water absorption rate (by the dropping method). Next, we made 4 cranes in diameter for this non-woven fabric.

高さ2.5B円柱状突起を間隙21mにて千鳥状に配置
したポリエチレンシート(第3図(イ))をその突起頂
面(粗面にしである)と、不織布基布面とを接着剤によ
り接合して一体化し、透水シートとした。
A polyethylene sheet (Fig. 3 (a)) in which cylindrical protrusions with a height of 2.5B are arranged in a staggered manner with a gap of 21 m is glued to the top surface of the protrusions (rough surface) and the surface of the nonwoven fabric base fabric. They were joined and integrated into a water-permeable sheet.

上記例19例2で得られた各透水シートについて、夫々
これをコンクリート型枠内面に貼り付け、同様な条件下
でコンクリート打設を行ったところ、きれいな水が下方
にゆっくり排水され、コンクリート1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。
When each of the permeable sheets obtained in Example 19 and Example 2 above was attached to the inner surface of a concrete form and concrete was poured under the same conditions, clean water was slowly drained downward and the concrete was converted to 1. When the mold was later removed, the mold was removed completely smoothly, and although solidified slag adhered to the surface, it was easily removed by washing with water.

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った。
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.

しかも、上記例11例2で得られた各合成樹脂板を接合
したものは、該樹脂板を接合しないものに比し、より長
時間にわたり吸排水が行われ、全体としての吸排水量も
多く、吸排水作用が極めて円滑に行われることが確認さ
れた。
Moreover, in the case where the synthetic resin plates obtained in Example 11 and Example 2 are bonded together, water absorption and water flow is carried out for a longer period of time, and the overall amount of water absorption and water is larger, compared to one in which the resin plates are not bonded. It was confirmed that the water absorption and drainage action was performed extremely smoothly.

(発明の効果) 本発明は以上のように平滑な表層と中間層及び基布を有
する裏層の3層からなる不織布基材の裏層に小凹凸を有
する合成樹脂板を、その凸部頂面を介して一体に接合し
たものであり、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ってく
る水、空気を余り早くない速度で適度に抑えてゆっくり
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、たとえセメント粒子が一部、混じっていたとし
ても、これを捕捉し、澄んだ水として空気と共に外部に
ゆっくり排水し、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、コンクリート表面の平滑性、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 provides a synthetic resin plate having small irregularities on the back layer of a nonwoven fabric base material consisting of three layers: a smooth surface layer, an intermediate layer, and a back layer having a base fabric. The smooth surface layer prevents the inflow of cement particles and moderately suppresses the water and air that floats up due to the breathing phenomenon at a moderate speed and slowly flows into the middle layer. At the same time, it is filtered by the intermediate layer, and even if some cement particles are mixed in, it is captured and slowly drained to the outside along with air as clear water, which improves the concrete surface due to the high water absorption rate. Not only does it prevent embrittlement and maintain the required strength on the concrete surface, but it also brings a smooth surface into contact with the concrete surface, improving the smoothness and density of the concrete surface and giving it a good external finish. have an effect.

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、経済性に冨むと共に基布と繊維層は一体化されて
型離れの際にも眉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透水シートとして
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 from the mold, and even if the slag attached to the surface dries, it is easily removed by washing with water, and it can withstand multiple uses, making it economical. As it thickens, the base fabric and fiber layer are integrated, so there is no need to worry about peeling between the eyebrows when the mold is removed. be.

しかも本発明透水シートは更に前記の如く不織布裏層と
合成樹脂板が一体に接合されているので、不織布基材を
通過した水分は不織布シートと合成樹脂板の凹部底面と
の間の間隙を通って連続的に下方へ排水され、従って数
回の使用を繰り返すうちにコンクリート圧によって型枠
側へ押圧されたとしても型枠接合面への影響を与えるこ
となく、以前の不織布基材と型枠内面の間のように密着
状態を呈して排水効率を低下するような恐れはなく数回
の繰り返し使用に耐え、長時間にわたり中間層を通して
の下方への排水及び型枠接合面を通しての下方への排水
を続けることが可能となり極めて良好なコンクリート打
設を達成することができる効果を有する。
Furthermore, in the water-permeable sheet of the present invention, the non-woven fabric backing layer and the synthetic resin plate are integrally joined as described above, so water that has passed through the non-woven fabric base material passes through the gap between the non-woven fabric sheet and the bottom of the recess of the synthetic resin plate. Therefore, even if it is pressed against the formwork side by concrete pressure after repeated use several times, it will not affect the joint surface of the formwork, and the former nonwoven fabric base material and formwork will be drained continuously. It can withstand repeated use several times without the risk of reducing drainage efficiency due to tight contact between the inner surfaces, and allows for downward drainage through the intermediate layer and downward drainage through the formwork joint surface over a long period of time. This has the effect of making it possible to continue draining and achieving extremely good concrete placement.

また、上記の如き構成から小凹凸を有する合成樹脂板に
よって型枠に接着されることになるため接着剤塗布面と
排水間隙面とが完全に分かれることになり、従って型枠
への貼り合わせは種々の方法があるにしても最も簡便な
接着剤(剥離紙付き)が可能となって施工作業の簡略化
を促進する実効を有する。
In addition, because of the above configuration, since the synthetic resin plate with small irregularities is bonded to the formwork, the adhesive application surface and the drainage gap surface are completely separated, so it is difficult to bond to the formwork. Although there are various methods, the simplest adhesive (with release paper) is available and is effective in simplifying the construction work.

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

第1図は本発明に係る複合型透水シートの1例を示す使
用状態における一部断面図、第2図(イ)は合成樹脂板
の1例を示す断面図、同図([+)は同樹脂板の平面図
、第3図(() 、 (D) 、 (ハ)は夫々他の形
状の各合成樹脂板を示す1部平面図、第4図は透水シー
トの吸排水の流れを説明する説明断面図である。 (1)・・・繊維層、 (2)・・・基布、 (3)・・・樹脂板、 (4)・・・表層、 (5)・・・中間層、 (C)・・・コンクリート、 (P)・・・型枠。 第 1 図 (イ) 第 図 (イ) (ロ)
Fig. 1 is a partial cross-sectional view showing an example of a composite water-permeable sheet according to the present invention in a state of use, Fig. 2 (a) is a cross-sectional view showing an example of a synthetic resin plate, and ([+]) A plan view of the same resin board, Figures 3 ((), (D), and (c) are partial plan views showing each synthetic resin board of other shapes, respectively, and Figure 4 shows the flow of water and water in the water-permeable sheet. It is an explanatory sectional view for explaining. (1)...Fiber layer, (2)...Base fabric, (3)...Resin board, (4)...Surface layer, (5)...Middle Layer, (C)... Concrete, (P)... Formwork. Figure 1 (A) Figure (A) (B)

Claims (1)

【特許請求の範囲】[Claims] 1、合成繊維よりなる繊維層と、合成繊維基布とをニー
ドルパンチによって一体化してなり、その繊維層表面を
加熱処理して平滑化すると共に、通気、通水性細孔を具
備せしめた表層と、それに続く繊維層で上記通気、通水
性細孔に連通する通気、通水性空隙を具備し、厚み方向
にクッション機能を有する中間層と、透水性良好な基布
を有する裏層との3層構造からなる不織布を基材とし、
これに連続した通路間隙を形成する多数の小凹凸を有す
る合成樹脂板をその裏層に面して凸部頂面を接合面とし
て接合一体化せしめたことを特徴とする複合型透水シー
ト。
1. A fibrous layer made of synthetic fibers and a synthetic fiber base fabric are integrated by needle punching, and the surface of the fibrous layer is heat treated to smooth it, and a surface layer is provided with ventilation and water permeable pores. , an intermediate layer having a cushioning function in the thickness direction, and a backing layer having a base fabric with good water permeability, which has air permeability and water permeable voids communicating with the above-mentioned air permeable and water permeable pores in the subsequent fiber layer, and a back layer having a base fabric with good water permeability. The base material is a non-woven fabric consisting of a structure,
A composite water-permeable sheet characterized in that a synthetic resin plate having a large number of small irregularities forming continuous passage gaps is integrally joined with the back layer of the synthetic resin plate with the top surface of the convex portions as the joint surface.
JP1662190A 1990-01-26 1990-01-26 Composite water permeable sheet Granted JPH03219919A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1662190A JPH03219919A (en) 1990-01-26 1990-01-26 Composite water permeable sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1662190A JPH03219919A (en) 1990-01-26 1990-01-26 Composite water permeable sheet

Publications (2)

Publication Number Publication Date
JPH03219919A true JPH03219919A (en) 1991-09-27
JPH0558364B2 JPH0558364B2 (en) 1993-08-26

Family

ID=11921413

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1662190A Granted JPH03219919A (en) 1990-01-26 1990-01-26 Composite water permeable sheet

Country Status (1)

Country Link
JP (1) JPH03219919A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2440149A (en) * 2006-07-14 2008-01-23 Andrew Neil Mountain Concrete formwork filter vent
CN103406982A (en) * 2013-08-12 2013-11-27 太原钢铁(集团)有限公司 Method for rapidly distinguishing air exhausting directions of aerated concrete blocks
JP2017106252A (en) * 2015-12-10 2017-06-15 戸田建設株式会社 Lining concrete structure in mountain tunnel and composite functional sheet for that purpose

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2440149A (en) * 2006-07-14 2008-01-23 Andrew Neil Mountain Concrete formwork filter vent
CN103406982A (en) * 2013-08-12 2013-11-27 太原钢铁(集团)有限公司 Method for rapidly distinguishing air exhausting directions of aerated concrete blocks
JP2017106252A (en) * 2015-12-10 2017-06-15 戸田建設株式会社 Lining concrete structure in mountain tunnel and composite functional sheet for that purpose

Also Published As

Publication number Publication date
JPH0558364B2 (en) 1993-08-26

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