JPH0333077A - Hydraulic anti-dewing filter - Google Patents
Hydraulic anti-dewing filterInfo
- Publication number
- JPH0333077A JPH0333077A JP16661789A JP16661789A JPH0333077A JP H0333077 A JPH0333077 A JP H0333077A JP 16661789 A JP16661789 A JP 16661789A JP 16661789 A JP16661789 A JP 16661789A JP H0333077 A JPH0333077 A JP H0333077A
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Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、RC,SRC建築物の窓のサツシ取付は後コ
ンクリートとサツシの間に発生する空隙に充填し、サツ
シ枠の変形防止及び断熱、防水、付着性に優れた効果を
示す水硬性防露充填材に関する。Detailed Description of the Invention [Industrial Field of Application] The present invention is designed to prevent the deformation of the sash frame and provide heat insulation by filling the voids that occur between the concrete and the sash after installing window sashes in RC and SRC buildings. This invention relates to a hydraulic dew-proofing filler that exhibits excellent waterproofing and adhesion properties.
[従来の技術]
従来、RC,SRC建築物の窓のサツシ取付は後に発生
する空隙については、普通モルタルが充填されるのが一
般的である。又一部には、発泡スチロールの粉砕品と砂
を混入したモルタルも用いられている。[Prior Art] Conventionally, when installing window sashes in RC and SRC buildings, it has been common practice to fill gaps that occur later with mortar. In some cases, mortar mixed with crushed Styrofoam and sand is also used.
[発明が解決しようとする課題]
しかしながら普通モルタルを充填する方法は、サツシ上
部のコンクリートが、一定荷重の下で時間の経過に伴な
いひずみが増大するクリープ現象によりひずみを生じ、
そのひずみが直接モルタルを通じてサツシ枠に伝わり変
形に至る。すなわち、クリープ現象に対して適度なバネ
剛性を備えておらず、ひずみを緩和し吸収する性能に劣
る。この問題は特にサツシが連続している連窓の場合に
多くみられる。又充填後、硬化するまでに沈みが生じサ
ツシ又はコンクリートとの付着が著しく悪くなり断熱性
も期待できない。[Problems to be Solved by the Invention] However, the method of filling with ordinary mortar causes distortion in the concrete above the sash due to a creep phenomenon in which the distortion increases with the passage of time under a constant load.
The strain is directly transmitted to the sash frame through the mortar, leading to deformation. That is, it does not have appropriate spring rigidity against the creep phenomenon, and is inferior in its ability to relax and absorb strain. This problem is especially common in the case of consecutive windows with consecutive satsushi. Furthermore, after filling, the material sinks before it hardens, resulting in significantly poor adhesion to the sash or concrete, and the insulation properties cannot be expected.
一方、発泡スチロールの粉砕品を混入したモルタルにつ
いても上述したクリープ現象の問題がある。又比重の大
きな砂の混入により発泡スチロール粉砕品が混練り時著
しく潰れ、混練り後の単位容積重量を増す。従って、モ
ルタルの軽量化を阻害しかつ断熱性能も低下させる。On the other hand, mortar mixed with crushed Styrofoam also has the above-mentioned creep problem. In addition, the pulverized polystyrene foam is significantly crushed during kneading due to the inclusion of sand having a large specific gravity, which increases the unit volume weight after kneading. Therefore, it hinders the reduction in weight of the mortar and also reduces the heat insulation performance.
又従来の技術では、防水性、耐水性に劣り水の浸入を招
きモルタルは膨張し、時間経過による乾燥過程での収縮
が発生しハクリ、キレツを生じる。Furthermore, with conventional techniques, the mortar is poor in waterproofness and water resistance, allowing water to enter, causing the mortar to expand, and shrinkage during the drying process over time, resulting in peeling and cracking.
更に粘着性も弱いので充填器内より排出されるモルタル
は、ねばりを持たず容易にコンクリートとサツシ枠に付
着することができずIIR落、ハガレ等を誘発する弊害
があった。Furthermore, since the adhesiveness is weak, the mortar discharged from the filling machine has no stickiness and cannot easily adhere to the concrete and the sash frame, resulting in IIR drop, peeling, etc.
以上のように、普通モルタル及び発泡スチロールの粉砕
品を混入したモルタルは、クリープ現象を緩和する性能
に劣る。又、断熱性が悪く室内側に結露を発生させる原
因にもなった。As described above, ordinary mortar and mortar mixed with pulverized Styrofoam have poor performance in alleviating the creep phenomenon. In addition, the insulation was poor and caused condensation to form inside the room.
この問題を改良するために、充填モルタルの室内側に発
泡フェノール、ウレタンフオーム板等の断熱材の取付け
を行うか又は、ウレタンの吹付は発泡による方法で、断
熱性能を保つことも行われているが、工事に際して多大
な労力を費やし工事費が高価となる等の問題がある。In order to improve this problem, heat insulating materials such as foamed phenol or urethane foam boards are installed on the indoor side of the filled mortar, or urethane is sprayed by foaming to maintain heat insulating performance. However, there are problems in that the construction requires a lot of labor and the construction costs are high.
本発明は、上記困難を克服して、サツシ枠の変形防止、
断熱、防水及び付着性に優れた効果を示す水硬性防露充
填材を提供することを目的とする。The present invention overcomes the above-mentioned difficulties and prevents deformation of the sash frame.
The object of the present invention is to provide a hydraulic dew-proofing filler that exhibits excellent heat insulation, waterproofing, and adhesion properties.
[課題を解決するための手段]
本発明者等は、かかる問題に鑑み鋭意研究を重ねた結果
、形状を調整した発泡合成樹脂、メチルセルロース系添
加剤及び脂肪酸アルミニウム系添加剤とセメントを併用
することでこれらの問題が解決することを見出した。[Means for Solving the Problems] As a result of intensive research in view of the above problems, the inventors of the present invention have developed a method of using a foamed synthetic resin whose shape has been adjusted, a methyl cellulose additive, a fatty acid aluminum additive, and cement together. We found that these problems could be solved.
すなわち本発明は、セメント100重量部、形状を調整
した発泡合成樹脂を3〜12重量部、メチルセルロース
系添加剤0.05〜0.3重量部及び脂肪酸アルミニウ
ム系添加剤0.7〜4重量部とから成る混合物を40〜
70重量部の水の存在下で混練りすることを特徴とする
水硬性防露充填材に関する。That is, the present invention uses 100 parts by weight of cement, 3 to 12 parts by weight of foamed synthetic resin whose shape has been adjusted, 0.05 to 0.3 parts by weight of methyl cellulose additive, and 0.7 to 4 parts by weight of fatty acid aluminum additive. A mixture consisting of 40~
The present invention relates to a hydraulic dew-proofing filler characterized in that it is kneaded in the presence of 70 parts by weight of water.
上記、形状を調整した発泡合成樹脂は、最大寸法1ON
Rで、その形状割合は球状40〜6o容積%、偏平状2
0〜40容積%、凹凸状10〜30容積%の範囲で構成
された発泡ポリスチレンが適している。The foamed synthetic resin whose shape has been adjusted above has a maximum size of 1ON.
R, the shape proportion is spherical 40~6o volume%, flat shape 2
Expanded polystyrene having a composition of 0 to 40% by volume and 10 to 30% of unevenness is suitable.
最大寸法が1ON11を超えるとセメントとの親和性が
著しく悪くなり充填材の製造がむづかしい。If the maximum dimension exceeds 1ON11, the affinity with cement will be significantly poor, making it difficult to manufacture the filler.
最大寸法が3m+以下の細粒になると目減がはげしく充
填材の単位容積重量を増し軽量化が図れず断熱性が低下
する等好ましくない。Fine grains with a maximum dimension of 3 m+ or less are undesirable, as the weight loss is severe and the weight per unit volume of the filler increases, making it impossible to reduce the weight and lowering the heat insulation properties.
又、上述した発泡ポリスチレンの混合範囲を外れた場合
や形状を1種類のみに限定した場合は、充填材としての
必要な性能に欠は好ましくない。Further, if the foamed polystyrene is mixed outside the above-mentioned mixing range or if the shape is limited to only one type, it is not preferable that the necessary performance as a filler is lacking.
混合割合としては、充填材の性能向上の面で、球状50
容積%、偏平状30容積%、凹凸状20容積%が特に好
ましい。As for the mixing ratio, from the viewpoint of improving the performance of the filler, spherical 50
Particularly preferred are 30% by volume of the flat shape and 20% by volume of the uneven shape.
発泡合成樹脂としては、発泡ポリスチレン以外に発泡ポ
リウレタン、発泡ポリエチレンを使用しうる。As the foamed synthetic resin, in addition to foamed polystyrene, foamed polyurethane and foamed polyethylene can be used.
本発明に係わる発泡ポリスチレンのうち球状のものは、
弾力性、流動性に優れ軽量化も図られる。Among the expanded polystyrenes according to the present invention, the spherical ones are:
It has excellent elasticity and fluidity, and is also lightweight.
又偏平状のものは、繊維の働きをし膨張収縮を制御する
。更に凹凸状のものは、付着性の向上を図る等の性能を
備えている。Moreover, the flat ones act as fibers and control expansion and contraction. Furthermore, the uneven surface has properties such as improving adhesion.
これらを一定の割合で混合し使用することにより、充填
材自体の弾力性、断熱性、体積変化の抑制付着性等を向
上できる。By mixing and using these at a certain ratio, the elasticity, heat insulation properties, volume change suppression adhesion properties, etc. of the filler itself can be improved.
従って本発明の充填材は、従来品に比べ弾性係数が17
5と小さくクリープ現象によるひずみを非常に緩和し弾
力性に優れている。又比重は1/3と軽量化が図れ、熱
伝導率が115で断熱性能にも優れている。Therefore, the filler of the present invention has an elastic modulus of 17 compared to conventional products.
5, it greatly alleviates strain caused by the creep phenomenon and has excellent elasticity. In addition, it is lightweight with a specific gravity of 1/3, and has excellent heat insulation performance with a thermal conductivity of 115.
発泡合成樹脂の使用量は、セメント100重量部に対し
3〜12重量部であるが、好ましくは5〜9重量%であ
る。The amount of foamed synthetic resin used is 3 to 12 parts by weight, preferably 5 to 9% by weight, based on 100 parts by weight of cement.
使用量が3重量部未満であると充填材自体の重量が増し
断熱性が低下する。又充填作業に労力を費やすと共に弾
力性に欠けひずみを吸収することが不可能となる。When the amount used is less than 3 parts by weight, the weight of the filler itself increases and the heat insulation properties decrease. In addition, the filling operation requires a lot of effort, and the material lacks elasticity, making it impossible to absorb strain.
使用量が12重量部を超えると充填材が荒々しくなり流
動性が著しく失なわれ空隙部の隅々まで充填材が行き届
かない。従って、空隙内部に隙を生じ水の浸入を招きや
すく断熱性が低下する。If the amount used exceeds 12 parts by weight, the filler becomes rough and fluidity is significantly lost, making it impossible for the filler to reach every corner of the voids. Therefore, gaps are created inside the voids, which tend to invite water intrusion and reduce the heat insulation properties.
一方添加剤は、粘着、施工性等の性能に寄与するメチル
セルロース系及び防水、耐水性に優れた脂肪酸アルミニ
ウム系添加剤が好ましい。その添加量は、前者はセメン
ト100重量部に対して0.05〜0.3重量部である
が0.08〜0.15重量部が特に好ましい。又後者は
セメント100重量部に対し0.7〜4重量%であるが
1〜2重量部が特に望ましい。On the other hand, the additives are preferably methylcellulose-based additives that contribute to performance such as adhesion and workability, and fatty acid aluminum-based additives that are excellent in waterproofing and water resistance. The amount of the former is 0.05 to 0.3 parts by weight per 100 parts by weight of cement, but 0.08 to 0.15 parts by weight is particularly preferable. The latter is present in an amount of 0.7 to 4 parts by weight, but preferably 1 to 2 parts by weight, based on 100 parts by weight of cement.
前者において添加量が0.05重量部未満になると粘着
性がなくなり施工を容易にすることができない。又0.
3重量部を超えると粘着性が増大し混練り操作及び充填
作業をスムーズに行うことができない。In the former case, if the amount added is less than 0.05 parts by weight, the adhesiveness will be lost and construction will not be easy. Also 0.
If it exceeds 3 parts by weight, tackiness increases and kneading and filling operations cannot be carried out smoothly.
後者について、添加量が0.7重量部未満になると防水
、耐水性に劣り水の浸入を著しく多くする。又4重量部
を超えても一定以上の防水、耐水効果の向上は期待でき
ず経済的でない。Regarding the latter, if the amount added is less than 0.7 parts by weight, the waterproofness and water resistance will be poor and water penetration will significantly increase. Furthermore, even if the amount exceeds 4 parts by weight, it is not economical to expect a certain level of improvement in waterproofing or water resistance.
本発明による充填材の製造方法は、予め形状を調整した
最大寸法の10mの発泡合成樹脂とメチルセルロース系
添加剤を左官用ミキサーに投入し双方が充分混り合うま
で空練りを行うことが好ましい。次にセメントの投入を
行い、添加剤と充分混り合った発泡合成樹脂をセメント
が均一に包むまで空練りを行い、その後脂肪酸アルミニ
ウム系の添加剤を水と同時に投入して充填しやすい軟度
となるよう混練りを行うのが好ましい。 本発明で使用
するセメントとしては、ポルトランドセメント、アルミ
ナセメント、高炉セメント、フライアッシュセメント、
シリカセメント等を例示できる。In the method for producing a filler according to the present invention, it is preferable to put a foamed synthetic resin whose shape has been adjusted in advance to a maximum size of 10 m and a methylcellulose additive into a plastering mixer, and perform dry kneading until both are sufficiently mixed. Next, add the cement, dry mix the foamed synthetic resin that has been sufficiently mixed with the additives until the cement is evenly coated, and then add the fatty acid aluminum additive at the same time as water to make it soft enough to be easily filled. It is preferable to knead so that the following is achieved. Cement used in the present invention includes portland cement, alumina cement, blast furnace cement, fly ash cement,
Examples include silica cement.
[作用]
形状を調整した発泡合成樹脂、メチルセルロース系添加
剤及び脂肪酸アルミニウム系添加剤の併用によりサツシ
枠の変形防止及び断熱、防水、付着性に優れた充填材を
製造できる原因については明らかではないが、形状の異
なる発泡合成樹脂を調合することで、セメントペースト
とのかみ合せが改善され弾力性及び付着性が向上するも
のと考えられる。又添加剤を使用することで粘性が増し
、セメントペーストが形状を調整した発泡合成樹脂を均
一に包み込み親和性を高め、充填材を結成体と成すもの
と推察される。[Effect] It is not clear why a filler that prevents deformation of the sash frame and has excellent heat insulation, waterproofing, and adhesion can be produced by using a foamed synthetic resin whose shape has been adjusted, a methyl cellulose additive, and a fatty acid aluminum additive in combination. However, by blending foamed synthetic resins with different shapes, it is thought that the interlocking with the cement paste is improved and the elasticity and adhesion are improved. It is also assumed that the use of additives increases the viscosity, and that the cement paste uniformly envelops the foamed synthetic resin whose shape has been adjusted, increasing its affinity and forming the filler into a solid body.
以下、実施例により本発明を説明する。The present invention will be explained below with reference to Examples.
なお、使用した材料の詳細を第1表に示す。Note that details of the materials used are shown in Table 1.
実施例−1゜
セメント100重量部に対し、球状50容積%、偏平状
30容積%、凹凸状20容積%の割合で混合した最大寸
法10mの発泡ポリスチレン8重量%及びメチルセルロ
ース系添加剤の0.111%を左官用ミキサーに投入し
発泡ポリスチレンと添加剤とが充分練り合うまで空練り
を行った。次にセメントを投入し添加剤と充分に混合さ
れた発泡ポリスチレンをセメントが均一に包むまで1分
間空線りを行う。その後、脂肪酸アルミニウム系添加剤
2重量%と水50重厘%を同時に投入し充填しやすい軟
度となるように混練りを行い充填材を作製した。Example-1 8% by weight of expanded polystyrene with a maximum dimension of 10 m mixed with 100 parts by weight of cement in the proportions of 50% by volume of spherical, 30% by volume of flat, and 20% by volume of uneven, and 0.0% of a methyl cellulose additive. 111% was put into a plastering mixer and dry kneaded until the expanded polystyrene and additives were sufficiently kneaded together. Next, cement was added and the foam was heated for 1 minute until the cement uniformly covered the foamed polystyrene that had been thoroughly mixed with the additives. Thereafter, 2% by weight of a fatty acid aluminum additive and 50% by weight of water were simultaneously added and kneaded to obtain a softness that was easy to fill, thereby producing a filler.
次にこの充填剤の成形体を作製し、圧縮強度(JISA
1132に準拠、以下同じ〉、熱伝導率(JISA14
12>、透水試験(JISA1404)、吸水率(JI
SR5201)、付着試験〈日本住宅公団「左官用モル
タル混和剤料の性能判定基準(案〉」〉、乾燥収縮(J
ISA1129)、弾性係数<A37M469)の測定
を行った。Next, a molded body of this filler is produced, and the compressive strength (JISA
1132 (hereinafter the same), thermal conductivity (JISA14
12>, water permeability test (JISA1404), water absorption rate (JI
SR5201), adhesion test (Japan Housing Corporation “Performance Judgment Criteria for Mortar Admixtures for Plastering (draft)”), drying shrinkage (J
ISA1129) and elastic modulus <A37M469).
第
1
表
実施例−2゜
発泡ポリスチレンの混合割合を球状40容積%、偏平状
20容積%、凹凸状30容積%とし、使用量をセメント
100重量部に対し5重量部とした以外は、実施例−1
と同様の方法で充填材を作製し測定を行った。Table 1 Example-2゜Except that the mixing ratio of polystyrene foam was 40% by volume for spherical, 20% by volume for flat, and 30% by volume for uneven, and the amount used was 5 parts by weight per 100 parts by weight of cement. Example-1
A filling material was prepared and measured using the same method.
比較例−1゜
発泡ポリスチレン粉砕品を使用した以外は、実施例−1
と同様の方法で充填材を作製し測定を行った。Comparative Example-1゜Example-1 except that a pulverized foamed polystyrene product was used.
A filling material was prepared and measured using the same method.
比較例−2゜
砂をセメントと同時に加えた以外は、比較例−1と同様
の方法で充填材を作製し測定を行った。Comparative Example 2 A filler was prepared and measured in the same manner as Comparative Example 1, except that sand was added at the same time as cement.
比較例−3゜
メチルセルロース系添加剤を0.02重量部、脂肪酸ア
ルミニウム系添加剤を0.5重量部添加した以外は実施
例−1と同様の方法で充填材を作製し測定を行った。Comparative Example 3 A filler was prepared and measured in the same manner as in Example 1, except that 0.02 parts by weight of the methyl cellulose additive and 0.5 parts by weight of the fatty acid aluminum additive were added.
比較例−4゜
発泡ポリスチレンの形状を球状のみにした以外は、実施
例−1と同様の方法で充填材を作製し測定を行った。Comparative Example-4 A filler was prepared and measured in the same manner as in Example-1, except that the shape of the foamed polystyrene was changed to only a spherical shape.
比較例−5゜
発泡ポリスチレンの形状を偏平状のみにした以外は、実
施例−1と同様の方法で充填材を作製し測定を行った。Comparative Example 5 A filler was prepared and measured in the same manner as in Example 1, except that the polystyrene foam was made into a flat shape.
比較例−6゜
発泡ポリスチレンの形状を凹凸状とした以外は、実施例
−1と同様の方法で充填材を作製し測定を行った。Comparative Example - A filler was prepared and measured in the same manner as in Example 1, except that the shape of the 6° expanded polystyrene was uneven.
以上の測定結果を第2表に示す。The above measurement results are shown in Table 2.
第2表より次のことがわかる。The following can be seen from Table 2.
本発明の充填材は、弾性係数が29000Kg/dと特
に小さく、従来技術の比較例2と比べて175で、ひず
みを吸収するための弾力性に優れている。The filler of the present invention has an especially small elastic modulus of 29,000 Kg/d, which is 175 compared to Comparative Example 2 of the prior art, and has excellent elasticity for absorbing strain.
又、熱伝導率は115の0.161 Kcal/m、h
。Also, the thermal conductivity is 0.161 Kcal/m of 115, h
.
℃で断熱性能も優れている。It also has excellent insulation performance at ℃.
比較例3のように添加剤の量を少なくすると、充填材が
荒々しく空隙が多くなり、吸水率は7.2wt%と大き
く、付着強度も5.4に9/cmと低くなっている。When the amount of additive is reduced as in Comparative Example 3, the filler becomes rough and has many voids, the water absorption rate is high at 7.2 wt%, and the adhesion strength is low at 5.4/cm.9/cm. .
又、発泡ポリスチレンの形状を球状、偏平状及び凹凸状
と調整し一定の割合で調合することにより、未調整や単
独形状の比較例1.4.5.6に比べて弾性係数、熱伝
導率、乾燥収縮等が著しく改善されている。In addition, by adjusting the shape of expanded polystyrene to be spherical, flat, and uneven, and blending them at a constant ratio, the elastic modulus and thermal conductivity were lower than those of Comparative Example 1.4.5.6 with unadjusted or single shape. , drying shrinkage, etc. are significantly improved.
[発明の効果]
本発明は、建築物の窓のサツシ取付は後、コンクリート
とサツシの間に発生する空隙に充填する水硬性防露充填
材に関するものである。本発明によれば形状を調整した
発泡合成樹脂、及び添加剤の併用により、従来の充填材
の欠点を克服しサツシ枠の変形防止、及び断熱、防水、
付着性等に優れた充填材を提供することができる。[Effects of the Invention] The present invention relates to a hydraulic dew-proof filler that fills the voids that occur between the concrete and the sash after the sash of a building window is installed. According to the present invention, by using a foamed synthetic resin whose shape has been adjusted in combination with additives, the drawbacks of conventional fillers can be overcome, and the deformation of the sash frame can be prevented, and insulation, waterproofing, and
A filler with excellent adhesion and the like can be provided.
第1図は本発明の充填材を使用したサツシの取付は状態
を示す縦断面図である。
1、水硬性防露充填剤、 2.窓のサツシ枠、3、R
C及び5RC14,断熱材、
5、内装材、 60モルタル、7、タイ
ルFIG. 1 is a longitudinal sectional view showing how a sash is installed using the filler of the present invention. 1. Hydraulic dew-proofing filler, 2. Window sash frame, 3, R
C and 5RC14, insulation material, 5, interior material, 60 mortar, 7, tile
Claims (2)
樹脂を3〜12重量部、メチルセルロース系添加剤0.
05〜0.3重量部及び脂肪酸アルミニウム系添加剤0
.7〜4重量部とから成る混合物を40〜70重量部の
水の存在下で混練りすることを特徴とする水硬性防露充
填材。(1) 100 parts by weight of cement, 3 to 12 parts by weight of foamed synthetic resin whose shape has been adjusted, and 0.00 parts by weight of methyl cellulose additive.
05-0.3 parts by weight and fatty acid aluminum additive 0
.. 7 to 4 parts by weight of water is kneaded in the presence of 40 to 70 parts by weight of water.
20〜40容積%及び凹凸状10〜30容積%で構成さ
れ、その最大寸法は10mmであることを特徴とする請
求項第(1)項記載の水硬性防露充填材。(2) The foamed synthetic resin is composed of 40 to 60 volume percent spherical, 20 to 40 volume percent flat, and 10 to 30 volume percent uneven, and the maximum dimension thereof is 10 mm. Hydraulic dew-proofing filler described in section 1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16661789A JPH0761909B2 (en) | 1989-06-30 | 1989-06-30 | Hydraulic dew-proof filler |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16661789A JPH0761909B2 (en) | 1989-06-30 | 1989-06-30 | Hydraulic dew-proof filler |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0333077A true JPH0333077A (en) | 1991-02-13 |
| JPH0761909B2 JPH0761909B2 (en) | 1995-07-05 |
Family
ID=15834627
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16661789A Expired - Lifetime JPH0761909B2 (en) | 1989-06-30 | 1989-06-30 | Hydraulic dew-proof filler |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0761909B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003080503A (en) * | 2001-09-10 | 2003-03-19 | Max Co Ltd | Staple-detecting mechanism of electromotive stapler |
| US7240817B2 (en) | 2002-07-04 | 2007-07-10 | Max Co., Ltd. | Residual staple amount detection device of electric stapler |
| US8701956B2 (en) | 2008-02-06 | 2014-04-22 | Max Co., Ltd. | Hand-held tool, fastener residual quantity detecting mechanism, fastener residual quantity detecting method, and power saving method |
-
1989
- 1989-06-30 JP JP16661789A patent/JPH0761909B2/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003080503A (en) * | 2001-09-10 | 2003-03-19 | Max Co Ltd | Staple-detecting mechanism of electromotive stapler |
| US7048165B2 (en) * | 2001-09-10 | 2006-05-23 | Max Co., Ltd. | Staple detecting mechanism of electric stapler |
| US7240817B2 (en) | 2002-07-04 | 2007-07-10 | Max Co., Ltd. | Residual staple amount detection device of electric stapler |
| US8701956B2 (en) | 2008-02-06 | 2014-04-22 | Max Co., Ltd. | Hand-held tool, fastener residual quantity detecting mechanism, fastener residual quantity detecting method, and power saving method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0761909B2 (en) | 1995-07-05 |
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