JPH0241621B2 - - Google Patents
Info
- Publication number
- JPH0241621B2 JPH0241621B2 JP58100919A JP10091983A JPH0241621B2 JP H0241621 B2 JPH0241621 B2 JP H0241621B2 JP 58100919 A JP58100919 A JP 58100919A JP 10091983 A JP10091983 A JP 10091983A JP H0241621 B2 JPH0241621 B2 JP H0241621B2
- Authority
- JP
- Japan
- Prior art keywords
- cement mortar
- asphalt cement
- waterproofing
- asphalt
- composite material
- 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
Landscapes
- Bridges Or Land Bridges (AREA)
Description
本発明は、橋や屋上等のコンクリート床版の防
水施工方法に関する。
コンクリート床版の防水は橋の舗装や屋上で行
なわれているが、その防水施工方法は、加熱アス
フアルトを接着剤とし、その上に防水シートを布
設して加熱合材を舗設する方法や、有機溶剤系防
水材を塗布して加熱合材を舗設する方法が採られ
ている。
ところが、前者の場合、アスフアルト加熱によ
る火気、火傷事故の懸念および水蒸気によるブリ
スタリングの問題が有り、後者の方法の場合に
は、有機系溶剤による人体への有害性を主体とし
た環境汚染および残存溶剤による合材のずれやわ
だちなどの発生の懸念がある。従つて両者共に決
定的な防水施工ではなく、確かな水溶系の常温防
水施工方法が望まれている。
本発明は上記の要求を満すことを目的とし、コ
ンクリート床版にプライムコートを行ない、その
上にアスフアルトセメントモルタルを施工し、そ
のアスフアルトセメントモルタルの硬化前に網状
繊維を約1/3まで含浸するように布設し、その上
に常温防水剤を塗布して乾燥養生を行ないその後
に加熱合材の舗設を施してコンクリート床版から
合材まで一体化することを特徴とする。
以下に本発明を説明する。
コンクリート床版は一般に不陸を生じ易く、特
に切削された場合のコンクリート床版の凹凸は激
しい。そこで予じめレベリング層としてアスフア
ルト乳剤をプライマーとして散分し、その後、特
殊ゴムを入れたアスフアルト乳剤とセメントおよ
び砂を混合したアスフアルトセメントモルタルを
コンクリート床版より約1mm程高くなるようにレ
ーキ引きをする。
このアスフアルトセメントモルタルが硬化する
前に有機質繊維や無機質繊維などの網状繊維をそ
の網状繊維の約1/3の厚さまでアスフアルトセメ
ントモルタル内に含浸するようにして布設し、ゴ
ムレーキやブラシで生じたしわを伸ばしておく。
このとき、網状繊維の厚さが約1/3の厚さまで
含浸するようにアスフアルトセメントモルタルの
配合比および網状繊維の厚さを調整しておく。
この状態でアスフアルトセメントモルタルが硬
化するとレベリング層を兼ねた下地防水層が形成
されると共に網状繊維はアスフアルトセメントモ
ルタル表面で強固に固定される。
硬化したアスフアルトセメントモルタル上の網
状繊維の上から常温防水材をレーキなどで塗布含
浸させ乾燥養生を行なつて加熱合材の舗設を行な
う。ただしこの乾燥養生を短縮したい場合、すな
わち雨天の懸念や加熱合材の舗設を早く実施する
必要がある場合等において特殊分解剤の散分を行
なつてもよい。
上記網状繊維は有機質系繊維や無機質系繊維な
どよりなる不織布、織布およびフエルト等でもよ
い。また本施工の適用場所は橋面舗装は勿論のこ
と各種コンクリート床版や鉄道等にも適用でき
る。
以下に実施例を述べる。
本実施例はコンクリート床版として切削面を想
定して行なつた。
プライマーとしてゴム入りアスフアルト乳剤を
0.5/m2散布し、第1表の配合のアスフアルト
セメントモルタルを2.0/m2でレーキ引きした。
その上に直ちに網状繊維として片面樹脂加工した
厚さ3mmのポリエステル系不織布を用い、樹脂加
工面が上になるようにして布設した。布設後、約
1時間で不織布上での作業が可能となり、常温防
水剤を1.5/m2で塗布し、乾燥養生を行なう。
常温防水材としては第2表に示す常温防水材の
性状および第3表に示した常温防水材の塗膜物性
を有するゴム入りブローン乳剤を主成分とするも
のを使用した。このために例えば合材舗設時にタ
イヤやキヤタピラによる防水層の損傷は非常に少
なく、通常実施されている離型剤の必要性がな
い。また乾燥養生を短かくしたい場合、特殊分解
剤の散分も可能であるが、今回は用いなかつた。
その結果防水材を塗布後12時間自然乾燥を行ない
密粒度加熱合材を舗設した。
The present invention relates to a method of waterproofing concrete slabs for bridges, rooftops, etc. Waterproofing of concrete slabs is carried out on bridge pavements and rooftops, but there are two methods of waterproofing: using heated asphalt as an adhesive, laying a waterproof sheet on top of it and paving with heated composite material, and The method used is to apply a solvent-based waterproofing material and pave a heated composite material. However, in the case of the former, there are concerns about fire and burn accidents caused by asphalt heating, and problems of blistering due to water vapor, while in the case of the latter method, there is a risk of environmental pollution mainly due to organic solvents that are harmful to the human body, and residual There is a concern that the solvent may cause the mixture to shift or form ruts. Therefore, in both cases, a reliable water-soluble room temperature waterproofing method is desired, rather than a definitive waterproofing method. The purpose of the present invention is to meet the above requirements by applying a prime coat to a concrete slab, applying an asphalt cement mortar on top of the prime coating, and impregnating about 1/3 of the reticulated fibers before the asphalt cement mortar hardens. The method is characterized in that a room temperature waterproofing agent is applied on top of the concrete, drying is carried out, and then heated composite material is laid down to integrate everything from the concrete slab to the composite material. The present invention will be explained below. Concrete slabs are generally prone to unevenness, and in particular, when cut, the concrete slab becomes extremely uneven. Therefore, asphalt emulsion is first dispersed as a leveling layer as a primer, and then asphalt cement mortar, which is a mixture of asphalt emulsion containing special rubber, cement, and sand, is raked to a level approximately 1 mm higher than the concrete slab. do. Before this asphalt cement mortar hardens, reticular fibers such as organic fibers and inorganic fibers are laid so as to be impregnated into the asphalt cement mortar to about 1/3 of the thickness of the reticular fibers, and wrinkles caused by rubber rake or brush are removed. Stretch out. At this time, the blending ratio of asphalt cement mortar and the thickness of the reticulated fibers are adjusted so that the reticulated fibers are impregnated to about 1/3 of the thickness. When the asphalt cement mortar hardens in this state, a waterproof base layer that also serves as a leveling layer is formed, and the reticulated fibers are firmly fixed on the surface of the asphalt cement mortar. A room-temperature waterproofing material is applied and impregnated onto the reticulated fibers on the hardened asphalt cement mortar using a rake, and then dried and cured to pave the heated composite material. However, if it is desired to shorten this drying period, that is, if there is a concern about rainy weather or if it is necessary to quickly pave the heated mixture, a special decomposing agent may be dispersed. The reticulated fibers may be nonwoven fabrics, woven fabrics, felts, etc. made of organic fibers or inorganic fibers. In addition, this construction can be applied not only to bridge pavement, but also to various concrete slabs, railways, etc. Examples will be described below. This example was conducted on the assumption that the cutting surface would be a concrete floor slab. Rubberized asphalt emulsion as a primer
0.5/m 2 was spread, and asphalt cement mortar having the composition shown in Table 1 was raked at 2.0/m 2 .
Immediately on top of this, a 3 mm thick polyester nonwoven fabric treated with a resin on one side was laid as a reticulated fiber with the resin treated side facing upward. After laying, it is possible to work on the non-woven fabric in about an hour, and a room-temperature waterproofing agent is applied at a rate of 1.5/ m2 , followed by dry curing. The room-temperature waterproofing material used was one whose main component was a rubber-containing blown emulsion having the properties of the room-temperature waterproofing material shown in Table 2 and the coating film properties of the room-temperature waterproofing material shown in Table 3. For this reason, there is very little damage to the waterproof layer caused by tires or caterpillars when paving the composite material, and there is no need for a mold release agent, which is normally used. Also, if you want to shorten the drying time, it is possible to disperse a special decomposer, but this was not used this time.
As a result, after applying the waterproof material, it was allowed to air dry for 12 hours, and a dense-grain heated composite material was paved.
【表】【table】
【表】【table】
【表】
第1図にそのサンプルの透水性(防水性)を試
験する状態を示した。図面中1はコンクリート床
版、2はアスフアルトセメントモルタル、3は不
織布、4は常温防水材、5はこの常温防水剤上に
立てたガラス円筒、このガラス円筒5内に着色水
6を250mmの高さまで入れて48時間放置した。そ
の結果透水は全く見られなかつた。
第2図は上記サンプルのせん断強度試験結果で
あり、縦軸にせん断強度、横軸に温度をとり、載
荷速度5mm/minで第3図に示すせん断力載荷で
行なつた。図において7はコンクリート版、8は
防水層、9は合材である。
以上説明した本発明によると、すべてが現場の
常温施工であるために施工単価が安く、水溶系防
水施工であるために火気、火傷および有機溶剤に
よる危険性が皆無となる。
またレベリング層はセメントの化学反応を利用
した硬化であるために養生時間が非常に短かくて
済み、レベリング層はアスフアルトとセメントの
複合体であるためにフレキシブル性に優れてお
り、またアスフアルトの利用により優れた下地一
次防水層を形成する。
さらに、網状繊維がアスフアルトセメントモル
タルと物理的に結合することにより強固に固着さ
れて温度や荷重などの作用によつてもずれる懸念
は無い。また防水材が網状繊維を芯材としている
ために引張りや引裂き強度が非常に強い等の利点
を有する。[Table] Figure 1 shows the conditions in which the water permeability (waterproofness) of the sample was tested. In the drawing, 1 is a concrete floor slab, 2 is an asphalt cement mortar, 3 is a non-woven fabric, 4 is a room temperature waterproofing material, 5 is a glass cylinder placed on this room temperature waterproofing agent, and colored water 6 is poured into the glass cylinder 5 at a height of 250 mm. I put it in the container and left it for 48 hours. As a result, no water permeation was observed at all. FIG. 2 shows the shear strength test results of the above sample, where the vertical axis represents shear strength and the horizontal axis represents temperature, and the test was conducted at a loading rate of 5 mm/min and the shear force loading shown in FIG. 3. In the figure, 7 is a concrete slab, 8 is a waterproof layer, and 9 is a composite material. According to the present invention as described above, the unit cost of construction is low because all construction is performed at room temperature on site, and there is no risk of fire, burns, or organic solvents because the construction is water-based waterproofing. In addition, since the leveling layer is hardened using a chemical reaction of cement, the curing time is very short, and since the leveling layer is a composite of asphalt and cement, it has excellent flexibility, and the use of asphalt Forms an excellent primary waterproof layer. Furthermore, the reticulated fibers are firmly fixed by physically bonding with the asphalt cement mortar, and there is no fear that they will shift due to the effects of temperature, load, etc. Furthermore, since the waterproofing material uses reticular fiber as a core material, it has advantages such as extremely high tensile and tearing strength.
第1図は耐水性の試験を示す説明図、第2図に
防水層のせん断応力と温度の関係を示すグラフ、
第3図は第2図のグラフに示す数値を出す試験の
説明図である。
Figure 1 is an explanatory diagram showing the water resistance test, Figure 2 is a graph showing the relationship between shear stress and temperature of the waterproof layer.
FIG. 3 is an explanatory diagram of a test that yields the numerical values shown in the graph of FIG. 2.
Claims (1)
い、その上にアスフアルトセメントモルタルを施
工し、そのアスフアルトセメントモルタルが硬化
する前に網状繊維をその網状繊維の約1/3の厚さ
までアスフアルトセメントモルタルが含浸するよ
うに布設してアスフアルトセメントモルタルを硬
化させ、その後その上に常温防水材を塗布して乾
燥養生を行なつた後、加熱合材の舗設を行なつて
コンクリート床版から合材までを一体化したこと
を特徴とするコンクリート床版の防水施工方法。1 Prime coat the concrete floor slab, apply asphalt cement mortar on top of it, and before the asphalt cement mortar hardens, apply the asphalt cement mortar so that the reticulated fibers are impregnated to about 1/3 of the thickness of the reticulated fibers. The asphalt cement mortar was laid on the concrete floor and the asphalt cement mortar was cured. After that, a room temperature waterproofing material was applied on top of it and it was dried and cured. After that, heated composite material was laid and the concrete slab and composite material were integrated. A concrete floor slab waterproofing construction method characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10091983A JPS59228560A (en) | 1983-06-08 | 1983-06-08 | Waterproof construction of concrete floor panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10091983A JPS59228560A (en) | 1983-06-08 | 1983-06-08 | Waterproof construction of concrete floor panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59228560A JPS59228560A (en) | 1984-12-21 |
| JPH0241621B2 true JPH0241621B2 (en) | 1990-09-18 |
Family
ID=14286747
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10091983A Granted JPS59228560A (en) | 1983-06-08 | 1983-06-08 | Waterproof construction of concrete floor panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59228560A (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5516665U (en) * | 1978-07-18 | 1980-02-01 |
-
1983
- 1983-06-08 JP JP10091983A patent/JPS59228560A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59228560A (en) | 1984-12-21 |
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