JPS5941219Y2 - waterproof sheet - Google Patents
waterproof sheetInfo
- Publication number
- JPS5941219Y2 JPS5941219Y2 JP1979020161U JP2016179U JPS5941219Y2 JP S5941219 Y2 JPS5941219 Y2 JP S5941219Y2 JP 1979020161 U JP1979020161 U JP 1979020161U JP 2016179 U JP2016179 U JP 2016179U JP S5941219 Y2 JPS5941219 Y2 JP S5941219Y2
- Authority
- JP
- Japan
- Prior art keywords
- sheet
- waterproof
- bituminous material
- holes
- asphalt
- 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
Links
Landscapes
- Road Paving Structures (AREA)
- Railway Tracks (AREA)
- Bridges Or Land Bridges (AREA)
Description
【考案の詳細な説明】
本考案は、道路橋などの橋面防水に適した防水シートに
関する。[Detailed Description of the Invention] The present invention relates to a waterproof sheet suitable for waterproofing bridge surfaces such as road bridges.
道路橋、高架道路、高架駐車場など(以下、単に道路橋
などと(・う)では、橋面の床版の耐久性の向上や床版
下方への漏水防止のために、床版上にアスファルト防水
をし、そO防水層の上に加熱アスファルト混合物舗装を
行っている。In road bridges, elevated roads, elevated parking lots, etc. (hereinafter simply referred to as road bridges), there is a Asphalt waterproofing is applied, and a heated asphalt mixture pavement is applied on top of the waterproofing layer.
このアスファルト防水には、従来厚紙(たとえば、ルー
フイング原紙)、織布、不織布などにアスファルトを浸
透被覆した防水シートや、さらにこれらにアルミ箔、銅
箔、などの金属箔を貼り、アスファルト被覆した防水シ
ートなどを加熱溶融したブローン系アスファルトで床版
に貼り防水層を形成する方法が一般に行なわれている。This asphalt waterproofing has conventionally been made by coating cardboard (for example, roofing base paper), woven fabric, non-woven fabric with asphalt and coating it with asphalt. A commonly used method is to attach a waterproof sheet or the like to the floor slab using blown asphalt, which is heated and melted, to form a waterproof layer.
しかし乍ら、橋面がコンクリート床版の場合には、床版
面の凹凸が大きいことと床版内から発生する湿気のため
に、防水シートを加熱溶融したアスファルトで貼って形
成した防水層には必ずといってよい程、部分的にふくれ
を生ずる。However, when the bridge surface is made of concrete slabs, due to the large unevenness of the slab surface and the moisture generated from within the slab, the waterproof layer formed by pasting the waterproof sheet with heated and melted asphalt cannot be used. It almost always causes some blistering.
舗装は一般にこの防水層の上に加熱アスファルト混合物
を敷物らし転圧して形成されるが、加熱アスファルト混
合物の敷物らし温度が通常150〜160℃位の温度の
ために、防水層のふくれは、ふくれの中に含まれる水分
や空気の膨張によって一層大きくなり、加熱アスファル
ト混合物の敷物らしや転圧がスムースに出来ず、出来上
った舗装体にひびわれ、ずれ等の欠陥を生ずるおそれが
あった。Pavement is generally formed by laying a heated asphalt mixture on top of this waterproof layer and compacting it. However, because the heating temperature of the heated asphalt mixture is usually around 150 to 160 degrees Celsius, the waterproof layer tends to swell. As a result of the expansion of the moisture and air contained in the asphalt, the heated asphalt mixture could not be rolled or rolled smoothly, and there was a risk that the finished pavement would be cracked, slipping, and other defects.
このために、舗装を行う直前に人力で防水層のふくれた
個所に千枚通し、錐など先端が鋭利なもので一つ一つ孔
をあけてふくれをつぶしてから舗設しているのが現状で
ある。For this reason, the current practice is to manually punch holes in the swollen parts of the waterproof layer one by one with a sharp object such as an awl or awl just before paving, and then crush the bulges before paving. .
このふくれをとる作業は大へん労力を要するばかりか、
夜間作業などではふくれが判らず、孔をあげ忘れるおそ
れも生ずる。Not only does this work of removing swelling require a lot of effort, but it also requires a lot of effort.
If you are working at night, you may not be able to see the bulge, and you may forget to drill the hole.
また、孔をあげたあとに降雨があれば、そこから雨水が
防水層の下にまわるおそれもあるので、舗設直前に孔を
あげる必要があった。Additionally, if it rained after the holes were opened, there was a risk that rainwater would flow under the waterproof layer, so it was necessary to open the holes immediately before paving.
本考案の防水シートは、このような欠点を解消するもの
で、瀝青物を浸透付着したシートの全面に径lな(・し
6mm0通孔を適当な間隔で設け、そのシートの表面に
瀝青物を被覆してシートに設けられた通孔を閉塞し、さ
らにその上に鉱物質などの粉粒を付した防水シートを要
旨とするものである。The waterproof sheet of the present invention solves these drawbacks by providing holes of 6 mm in diameter at appropriate intervals on the entire surface of the sheet, which has been impregnated with bituminous material. The gist of the waterproof sheet is a waterproof sheet that is coated with water to close the through holes provided in the sheet, and is coated with powder particles such as mineral substances.
本考案の防水シートを、床版に加熱溶融した瀝青物で貼
って防水層を形成すれば、防水層を施工する際に防水シ
ートの基体に設けられた通孔の表面をおおう瀝青物が加
熱溶融した瀝青物の熱により加熱され軟化ないし溶融し
、一種の弁として作用し空気、水蒸気などの気体を外部
に逃がし、防水シートにふくれを生ずることなく床版に
接着されるので、舗設直前に防水層に孔をあげる必要が
なく、防水性良好で、舗設の際のみならず舗設完了後に
おいても舗装体に下部の防水層のふくれによるひびわれ
や、ずれの現象が発生せず、床版、防水層、舗装体が一
体となった良好な舗装を得ることができる。If the waterproof sheet of this invention is applied to the floor slab with heated and melted bituminous material to form a waterproof layer, the bituminous material covering the surface of the through holes provided in the base of the waterproof sheet will heat up when the waterproof layer is installed. It is heated by the heat of the molten bitumen, softening or melting, and acts as a kind of valve, allowing gases such as air and water vapor to escape to the outside.The tarpaulin sheet is bonded to the floor slab without blistering, so it can be used immediately before paving. There is no need to make holes in the waterproof layer, it has good waterproof properties, and the pavement does not crack or shift due to swelling of the lower waterproof layer, not only during paving but also after paving is completed. It is possible to obtain a good pavement in which the waterproof layer and the pavement body are integrated.
次に、本考案の防水シートを図によって詳しく説明する
。Next, the waterproof sheet of the present invention will be explained in detail with reference to the drawings.
第1図は本考案防水シートの実施例を示す一部を切欠し
た斜視図であり、第2図は防水シートの通孔部を通る断
面図である。FIG. 1 is a partially cutaway perspective view showing an embodiment of the waterproof sheet of the present invention, and FIG. 2 is a cross-sectional view passing through a hole in the waterproof sheet.
図において、1は瀝青物を浸透付着したシートである。In the figure, 1 is a sheet to which bituminous material has been permeated and adhered.
2は通孔であって、適当な間隔でシート1の全面に径工
ないし6rrrmの孔として設けられている。Reference numeral 2 denotes through holes, which are provided at appropriate intervals on the entire surface of the sheet 1 as diameter or 6rrrm holes.
3はシート10表面(表と裏の何れか1方または双方を
言う)を被覆する瀝青物層で、シート1に設けられた通
孔2を塞ぐものである。Reference numeral 3 denotes a bituminous material layer that covers the surface of the sheet 10 (one or both of the front and back surfaces) and closes the through holes 2 provided in the sheet 1.
4は瀝青物層30表面に付した鉱物質などの粉粒である
。Reference numeral 4 denotes powder particles such as mineral substances attached to the surface of the bituminous material layer 30.
本考案で言うシート1は、動植物の天然繊維、パルプ、
人造繊維、合成繊維、無機繊維、炭素繊維、金属繊維、
プラスチックなどで造られた不織布、織布、紙など、通
常防水シートの基材として使用されているものを自由に
採用することができ、このシート1には瀝青物を滲透付
着しである。The sheet 1 referred to in the present invention is made of natural fibers of animals and plants, pulp,
Man-made fibers, synthetic fibers, inorganic fibers, carbon fibers, metal fibers,
Non-woven fabrics made of plastic, woven fabrics, paper, etc., which are normally used as base materials for waterproof sheets, can be freely used, and bituminous material is permeated and adhered to the sheet 1.
また、シート1に設げられた通孔2は、径lないし6t
ranであり、径が1m以下の場合は通気性が不充分で
あると共に、径が6rtanを上廻る時には通孔2を瀝
青物層3で閉塞することが困難となり、好ましくは2な
いし4rrmが適当である。Further, the through hole 2 provided in the sheet 1 has a diameter of l to 6t.
ran, and if the diameter is less than 1 m, the air permeability will be insufficient, and if the diameter exceeds 6 rtan, it will be difficult to close the through hole 2 with the bitumen layer 3, and preferably 2 to 4 rrm is appropriate. It is.
通孔2の適当な間隔とは5Crr1ないし60cm位が
適当であり、この間隔のとり方、更には通孔2の形状は
自由に選択できる。A suitable interval between the through holes 2 is approximately 5 Crr1 to 60 cm, and the manner of taking this interval and further the shape of the through holes 2 can be freely selected.
たとえば、径3rrRの円形孔で、30〜40crri
の間隔に一個の割合で設ければ充分である。For example, a circular hole with a diameter of 3rrR, 30~40crri
It is sufficient to provide one at intervals of .
即ち、シート1の厚さ、通孔2の形状、大きさ、通孔2
の間隔は適宜増減することができる。That is, the thickness of the sheet 1, the shape and size of the through hole 2, the through hole 2
The interval can be increased or decreased as appropriate.
またシート1は、不織布、織布、紙などに予め通孔2を
あげておいてこれに瀝青物を浸透付着させたもノテも、
また不織布、織布、紙などに予め通孔2をあげておいた
ものを瀝青物層3で被覆するときに被覆と同時に瀝青物
を浸透付着させたものでもよい。The sheet 1 can also be made by making holes 2 in advance in a non-woven fabric, woven fabric, paper, etc., and then penetrating and adhering bituminous material to the holes 2.
Alternatively, when a non-woven fabric, woven fabric, paper, etc. in which through holes 2 have been formed in advance are coated with the bituminous material layer 3, the bituminous material may be infiltrated and adhered at the same time as the coating.
本考案で言う瀝青物は、ストレートアスファルト、セミ
プローンアスファルト、ブローンアスファルト、天然レ
ーキアスファルトなどのアスファルトや、アスファルト
にゴムや樹脂を添加混合して改質したアスファルトが一
般使用される。The bituminous material referred to in the present invention generally includes asphalt such as straight asphalt, semi-prone asphalt, blown asphalt, and natural lake asphalt, and asphalt modified by adding and mixing asphalt with rubber or resin.
そのほかタール系のものとしてタール、ピッチなどや、
これらにゴム、樹脂等を添加混合して改質したタール、
ピッチなどが用いられる。Other tar-based substances include tar, pitch, etc.
Tar modified by adding and mixing rubber, resin, etc. to these,
Pitch etc. are used.
タール、ピッチ系のものは、アスファルト系のものに比
べて耐油性にすぐれる。Tar and pitch-based materials have better oil resistance than asphalt-based materials.
また、瀝青物層3は、防水シートの基体となるシート1
0表面を被覆し通孔2を閉塞できる厚さが必要である。In addition, the bituminous material layer 3 is a sheet 1 that becomes the base of the waterproof sheet.
The thickness must be sufficient to cover the 0 surface and close the through hole 2.
通常瀝青物層3の瀝青物には、耐候性、強度、感温性等
を改善するためにかなりのたとえば5〜50φ程度のフ
ィラーを添加することもある。Usually, a considerable amount of filler, for example, about 5 to 50 φ, is sometimes added to the bituminous material of the bituminous material layer 3 in order to improve weather resistance, strength, temperature sensitivity, etc.
シート1の浸透付着に使用される瀝青物と瀝青物層3の
被覆に使用される瀝青物とは一般には異ったものを使用
するが、同一のものを使用することもできる。The bituminous material used for penetrating the sheet 1 and the bituminous material used for coating the bituminous layer 3 are generally different, but they can also be the same.
さらには鉱物質などの粉粒4は、通常のアスファルトル
ーフイングや砂付ルーフイングの表面に付している鉱物
質などの粉粒が使用される。Further, as the mineral powder 4, the mineral powder that is attached to the surface of ordinary asphalt roofing or sand roofing is used.
すなわち、砂、珪砂、鉄砂、珪砂粉、珪石粉、ガラス粉
、雲母片、雲母粉、滑石粉、珪藻土、スレート粉、石綿
粉、その他の石粉、ギルツナイト粉末、石炭粉末などで
ある。That is, they include sand, silica sand, iron sand, silica sand powder, silica powder, glass powder, mica flakes, mica powder, talcum powder, diatomaceous earth, slate powder, asbestos powder, other stone powders, giltstone powder, coal powder, and the like.
これらの粉粒4は、防水シートの表と裏では同じものを
使用することも、表と裏とを異なったものを使用するこ
ともある。These powder particles 4 may be the same on the front and back of the tarpaulin sheet, or may be different on the front and back.
本考案の防水シートは叙上のように構成されているので
、次のような特徴と効果を有する。The waterproof sheet of the present invention is constructed as described above and has the following features and effects.
(1) 通常の方法で、床版上に防水シートを加熱溶
融瀝青物で流し貼りできる。(1) A waterproof sheet can be pasted onto the floor slab by pouring hot melted bituminous material using the usual method.
防水シートの基体シートに通孔を有しない一般のものと
同様の方法で容易に加熱溶融瀝青物で貼れる。It can be easily pasted with heat-melted bituminous material in the same manner as general waterproof sheets that do not have through holes in their base sheets.
(2)防水層にふくれを生ずることが少なく、たとえ多
少のふくれがあっても、防水層に孔をあげることなく、
この上に良好な加熱アスファルト混合物による舗装がで
きる。(2) There is little chance of blistering in the waterproof layer, and even if there is some blistering, there will be no holes in the waterproof layer.
This can be paved with a good hot asphalt mixture.
防水シートの基体シートに設げた通孔のために、防水施
工の際、防水層に殆んどふくれを生じない。Due to the holes provided in the base sheet of the waterproof sheet, almost no blistering occurs in the waterproof layer during waterproofing construction.
床版の状態によって防水層にふくれを生じても、この上
に加熱アスファルト混合物を敷物らすと、その熱により
防水シートの基体シ−トにおげろ通孔部の瀝青物は、軟
化ないし溶融し、この部分から防水層下の加熱膨張した
空気や水蒸気は外部に放出される。Even if the waterproof layer blisters due to the condition of the floor slab, if a heated asphalt mixture is placed over it, the bituminous material in the holes in the base sheet of the waterproof sheet will soften or melt due to the heat. However, the heated and expanded air and water vapor under the waterproof layer are released from this part to the outside.
これと同時に、この部分は減圧され膨れがなくなり瀝青
物によってシールされる。At the same time, this area is depressurized and the blisters are eliminated and sealed with bituminous material.
基体シートの通孔部分における瀝青物は恰も弁の如く作
用する。The bituminous material in the through-hole portion of the base sheet acts like a valve.
このため加熱アスファルト混合物の敷物らしはスムース
に出来、さらにローラ転圧もスムースに出来る。For this reason, the heating of the asphalt mixture can be smoothly applied to the carpet, and furthermore, the roller rolling can be performed smoothly.
そして、防水層は加熱アスファルト混合物の熱と圧力に
より床版に加熱圧着されその防水層に加熱アスファルト
混合物が喰いこんで結合し、床版に防水層を介して舗装
体が強固に結合されるので、良好な舗装体が得られる。Then, the waterproof layer is heated and pressed onto the deck slab by the heat and pressure of the heated asphalt mixture, and the heated asphalt mixture bites into the waterproof layer and bonds, and the pavement is firmly bonded to the deck slab via the waterproof layer. , a good pavement body can be obtained.
(3)防水層が良好である。(3) The waterproof layer is good.
防水層を形成しても防水シートの基体シートに設けた通
孔部分は瀝青物でシールされており、舗設前に防水層に
孔がないのカ降雨により防水層を通して床版に水がまわ
ることがない。Even if a waterproof layer is formed, the holes made in the base sheet of the waterproof sheet are sealed with bituminous material, so if there are no holes in the waterproof layer before paving, water may leak through the waterproof layer to the slab due to rainfall. There is no.
(4)防水層は舗装体の床版への良好な結合材と同時に
舗装開放後の交通荷重による振動衝撃の良好な吸収層に
なり、また気象の変化に伴う舗装体と床版との間のスト
レスの吸収緩和層になるので、舗装体と床版の寿命、耐
久性を向上することができる。(4) The waterproof layer acts as a good bonding material to the pavement slab and at the same time serves as a good absorption layer for the vibration and shock caused by the traffic load after the pavement is opened, and also serves as a barrier between the pavement and the slab due to changes in the weather. Since it becomes a stress absorbing and relaxing layer, it can improve the lifespan and durability of the pavement and deck slab.
図面は、本考案の防水シートの実施例を示し5たもので
、第1図は防水シートの一部切欠斜視図を、第2図は防
水シーI・の通孔部を通る断面図を示す。
図中の符号を説明すれば、次の通りである。
1はシート、2は通孔、3は瀝青物層、4は鉱物質など
の粉粒。The drawings show an embodiment of the waterproof sheet of the present invention, and FIG. 1 shows a partially cutaway perspective view of the waterproof sheet, and FIG. 2 shows a cross-sectional view through the through hole of the waterproof sheet I. . The symbols in the figure are explained as follows. 1 is a sheet, 2 is a through hole, 3 is a bituminous layer, and 4 is a powder particle such as mineral material.
Claims (1)
rInの通孔を適当な間隔で設け、そのシートの表面に
瀝青物を被覆してシートに設げられた通孔を閉塞し、さ
らにその上に鉱物質などの粉粒を付着したことを特徴と
する防水シート。Circular machining or 6rI on the entire surface of the sheet to which bituminous material has been penetrated and adhered.
It is characterized by providing rIn holes at appropriate intervals, covering the surface of the sheet with bituminous material to block the holes provided in the sheet, and then adhering powder particles such as mineral substances on top of the bituminous material. A tarpaulin sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1979020161U JPS5941219Y2 (en) | 1979-02-19 | 1979-02-19 | waterproof sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1979020161U JPS5941219Y2 (en) | 1979-02-19 | 1979-02-19 | waterproof sheet |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS55123012U JPS55123012U (en) | 1980-09-01 |
| JPS5941219Y2 true JPS5941219Y2 (en) | 1984-11-27 |
Family
ID=28850609
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1979020161U Expired JPS5941219Y2 (en) | 1979-02-19 | 1979-02-19 | waterproof sheet |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5941219Y2 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5836609B2 (en) * | 1972-04-19 | 1983-08-10 | ピ−タ− ガボア カルマン | Rokahouhou Oyobi Rokasouchi |
| JPS5044022U (en) * | 1973-08-16 | 1975-05-02 | ||
| JPS5045254U (en) * | 1973-08-21 | 1975-05-07 |
-
1979
- 1979-02-19 JP JP1979020161U patent/JPS5941219Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS55123012U (en) | 1980-09-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| RU2306380C2 (en) | Method for cracked paved surface repair | |
| US3763605A (en) | Roofing system and method of application | |
| CA2269008C (en) | Method of repairing cracks in roadways | |
| KR20000002469A (en) | Spread film of concrete structure and sheet double waterproofing material and method thereof | |
| US5827008A (en) | Pavement sealing product and method | |
| US4118137A (en) | Pavement and process of providing the same | |
| Shukla et al. | Functions and installation of paving geosynthetics | |
| CN102504551B (en) | A continuous elastic-plastic expansion joint cement based on small and medium-span bridges and its preparation method and application | |
| KR100672004B1 (en) | Bridge waterproofing | |
| JPS6360307A (en) | Method for repairing crack part in asphalt pavement | |
| JPS5941219Y2 (en) | waterproof sheet | |
| JP3128721B2 (en) | Waterproof construction method for asphalt concrete pavement underside | |
| JPS605066Y2 (en) | waterproof sheet | |
| KR100337443B1 (en) | Waterproofing materials with combined membrane and sheet and waterproofing method thereby | |
| JP4188505B2 (en) | Asphalt sheet | |
| EP2419474B1 (en) | Joint filler material | |
| US2259374A (en) | Road construction | |
| CN110453570A (en) | A kind of urban road water conservation temperature reduction construction of compound road surface method | |
| CN106277940B (en) | It is a kind of can all-weather construction the quick repairing material in high-performance road surface and preparation method thereof | |
| CN112523028A (en) | Waterproof edge sealing construction method for joint of pit and groove of asphalt pavement | |
| AU748483B2 (en) | Grid-type reinforcement for strengthening road structures, in particular made of bitumen | |
| JPS6011164B2 (en) | Floor slab paving method | |
| US20090067926A1 (en) | Thermoplastic pothole repair material and method | |
| JPH0157201B2 (en) | ||
| CN223723060U (en) | High-strength anti-cracking patch formed by combining glass fiber impregnated non-woven fabrics |