JPH0474481B2 - - Google Patents
Info
- Publication number
- JPH0474481B2 JPH0474481B2 JP10430683A JP10430683A JPH0474481B2 JP H0474481 B2 JPH0474481 B2 JP H0474481B2 JP 10430683 A JP10430683 A JP 10430683A JP 10430683 A JP10430683 A JP 10430683A JP H0474481 B2 JPH0474481 B2 JP H0474481B2
- Authority
- JP
- Japan
- Prior art keywords
- steel deck
- apply
- organic solvent
- asphalt
- waterproofing
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 239000010426 asphalt Substances 0.000 claims description 15
- 239000000835 fiber Substances 0.000 claims description 13
- 238000004078 waterproofing Methods 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 9
- 239000003960 organic solvent Substances 0.000 claims description 8
- 239000002131 composite material Substances 0.000 claims description 7
- 238000001035 drying Methods 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims 1
- 238000000576 coating method Methods 0.000 claims 1
- 239000004745 nonwoven fabric Substances 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 description 3
- 239000011347 resin Substances 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- 241000272814 Anser sp. Species 0.000 description 2
- CTQNGGLPUBDAKN-UHFFFAOYSA-N O-Xylene Chemical compound CC1=CC=CC=C1C CTQNGGLPUBDAKN-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000005488 sandblasting Methods 0.000 description 2
- 230000037303 wrinkles Effects 0.000 description 2
- 239000008096 xylene Substances 0.000 description 2
- 239000011384 asphalt concrete Substances 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 238000005422 blasting Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- YACLQRRMGMJLJV-UHFFFAOYSA-N chloroprene Chemical compound ClC(=C)C=C YACLQRRMGMJLJV-UHFFFAOYSA-N 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000011162 core material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000007865 diluting Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000011874 heated mixture Substances 0.000 description 1
- 239000012784 inorganic fiber Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000006082 mold release agent Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000002759 woven fabric Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Description
本発明は歩道橋や鉄道橋の鋼床版における防水
施工方法に関する。
鋼床版橋は、比較的長大スパンの架橋に用いら
れ、コンクリート床版橋に比べて欠点を生じ易い
とされている。それは、例えばたわみ制限値がコ
ンクリート床版に比べて約3〜4倍の値が許容さ
れるといわれ、鋼床版はたわみ性が大きい。その
ために鋼床版舗装はコンクリート床版舗装以上に
注意を要求される。
すなわち鋼床版は、(1)スプライスプレートやリ
ベツトなどが突出していて舗施が不均一になり易
い。(2)スプライスプレート周辺では、鋼床版のモ
ジユラスが変るため、舗装体に応力集中現象が生
じ易い。(3)コンクリート床版以上に防水性が要求
される。
このようなことから、防水層を兼ねたグースア
スフアルト舗装を利用する場合があるが、グース
アスフアルト舗装の場合、耐流動性の問題、施工
の不均一性、品質管理の問題およびコスト高とな
る等の欠点がある。
本発明は、これらの欠点を解決することを目的
とし、鋼床版にプライマーを塗布して乾燥させ、
その上に更に有機溶剤型アスフアルトを塗布し、
直ちに網状繊維を張り付けて乾燥養生を行ない、
その後常温防水材を網状繊維の上に塗布、含浸さ
せて乾燥養生を行ない、その上から密粒加熱合材
を舗設することによつて鋼床版から合材まで全一
体としたことを特徴とする。
以下に本発明を説明する。
鋼床版上に密粒アスフアルトコンクリート舗装
を行う場合の防水工法において、前処理として鋼
床版面の油分や錆をサンドブラスト、ブラシ、ス
クレイパー、シヨツトブラスト等によつて清掃
し、その後その表面に、アスフアルトにクロロプ
レンや樹脂等を添加した改質アスフアルトをキシ
レンやベンゼン等の有機系溶剤で希釈した有機溶
剤型アスフアルトによるプライマーを、刷毛やロ
ーラブラシ等によつて0.2〜0.4/m2の割合で均
一に塗布して2〜3時間養生を行う。
上記プライマーの乾燥養生した後更に同じ有機
溶剤型アスフアルトを0.5〜1.0/m2塗布し、直
ちに網状繊維の布設を行ない、ゴムレーキやデツ
キブラシ等によつて生じたしわの整形を行なつて
乾燥養生を行なう。これにより有機溶剤型アスフ
アルトが乾燥後、網状繊維は強固に固定される。
次にこの網状繊維の表面上から常温防水材をレ
ーキ等で塗布含浸させて乾燥養生を12〜24時間行
なう。その後約160〜180℃に加熱したアスフアル
トをバインダーとし、空隙率が小さくなるように
各種粒径の骨材を組み合わせ、加熱して混合した
密粒度加熱合材の舗設を行なう。
なお、上記の常温防水材の乾燥養生を短縮した
い場合、例えば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には特殊分解剤の散布
も可能である。
上記網状繊維として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、フエルト等も含
むものとする。
以下に実施例を説明する。
鋼床版橋面約100m2について行なつた。
まず、表面の錆をサンドブラストで除去してシ
ンナーで清掃した。清掃後、改質アスフアルトに
キシレンを30%混合した第1表に示す有機溶剤型
アスフアルトをプライマーとして0.3/m2で刷
毛で塗布した。
塗布後2時間の乾燥養生を行つた。
その後、下地防水を兼ねる網状繊維の固定材と
して上記有機溶剤型アスフアルトを0.6/m2で
刷毛で塗布し、直後に網状繊維を布設した。今回
用いた網状繊維は鋼床版用防水施工のために開発
したポリエステル系片面樹脂加工で厚さ3mmの不
織布を樹脂加工面が上になるように布設した。布
設後、ゴムレーキで不織布のしわを取り除き乾燥
養生を12時間行なつた。
乾燥養生後、第2表および第3表に示した常温
防水材を不織布表面上からゴムレーキで1.5/
m2で塗布含浸させ、乾燥養生を12時間行なつた。
The present invention relates to a waterproofing method for steel deck slabs of pedestrian bridges and railway bridges. Steel deck bridges are used for bridging relatively long spans, and are said to be more prone to defects than concrete deck bridges. For example, it is said that a deflection limit value of about 3 to 4 times that of a concrete deck slab is allowed, and a steel deck slab has great flexibility. For this reason, steel deck pavement requires more attention than concrete deck pavement. In other words, steel deck slabs (1) have protruding splice plates, rivets, etc., which tends to result in uneven paving. (2) Because the modulus of the steel deck changes around the splice plate, stress concentration tends to occur in the pavement. (3) Waterproofness is required to be higher than that of concrete slabs. For this reason, goose asphalt pavement that also serves as a waterproof layer is sometimes used, but in the case of goose asphalt pavement, there are problems with flow resistance, uneven construction, quality control problems, and high costs. There are drawbacks. The present invention aims to solve these drawbacks by applying a primer to the steel deck, drying it,
On top of that, organic solvent-based asphalt is applied,
Immediately attach reticulated fibers and dry-cure.
After that, room-temperature waterproofing material is applied and impregnated onto the reticulated fibers, dried and cured, and then a dense-grained heated composite material is laid on top of the material, making it possible to integrate everything from the steel deck to the composite material. do. The present invention will be explained below. In the waterproofing method when performing dense-grain asphalt concrete pavement on steel deck slabs, as a pretreatment, oil and rust on the steel deck surface are cleaned using sandblasting, brushes, scrapers, shot blasting, etc., and then the surface is coated with A primer made of organic solvent-type asphalt, which is made by diluting modified asphalt with chloroprene, resin, etc. added to asphalt, with an organic solvent such as xylene or benzene, is applied uniformly at a ratio of 0.2 to 0.4/ m2 using a brush or roller brush. Apply on the skin and cure for 2 to 3 hours. After drying and curing the above primer, apply the same organic solvent-based asphalt at 0.5 to 1.0/ m2 , immediately lay the reticulated fibers, shape the wrinkles caused by using a rubber rake or deck brush, and then dry and cure. Let's do it. As a result, after the organic solvent-based asphalt dries, the reticulated fibers are firmly fixed. Next, a room-temperature waterproofing material is applied and impregnated onto the surface of the reticulated fibers using a rake or the like, and dried and cured for 12 to 24 hours. After that, asphalt heated to about 160 to 180°C is used as a binder, aggregates of various particle sizes are combined so as to reduce the porosity, and a dense-grain heated composite material is created by heating and mixing. In addition, when it is desired to shorten the drying time of the above-mentioned room-temperature waterproof material, for example, when there is a concern about rainy weather or when it is necessary to quickly pave the heated mixture, it is also possible to spray a special decomposing agent. The above-mentioned reticulated fibers include nonwoven fabrics, woven fabrics, felts, etc. made of organic fibers, inorganic fibers, and the like. Examples will be described below. The survey was carried out on a steel deck bridge surface of approximately 100m2 . First, the surface rust was removed by sandblasting and cleaned with thinner. After cleaning, organic solvent-based asphalt shown in Table 1, which is a mixture of modified asphalt and 30% xylene, was applied as a primer at 0.3/m 2 using a brush. After application, dry curing was performed for 2 hours. Thereafter, the organic solvent type asphalt was applied with a brush at 0.6/m 2 as a fixing material for the reticulated fibers, which also serves as base waterproofing, and the reticulated fibers were laid immediately after that. The reticulated fiber used this time was a polyester-based single-sided resin-treated nonwoven fabric developed for waterproofing steel deck slabs, and was laid with the resin-treated side facing up. After laying, the wrinkles of the nonwoven fabric were removed using a rubber rake, and the fabric was dried and cured for 12 hours. After drying and curing, apply the room temperature waterproofing material shown in Tables 2 and 3 on the surface of the nonwoven fabric using a rubber rake.
It was coated and impregnated with 2 m2, and dried and cured for 12 hours.
【表】【table】
【表】【table】
【表】【table】
【表】
以上のようにした防水施工によると、合材の舗
設時にタイヤやキヤタピラの走行があつたが防水
層の損傷はほとんど無く離型剤も不要であつた。
第1図は室内において供試体を作製して透水性
を検査した状態の断面図であり、1は鋼床版、2
は改質アスフアルト、3は不織布、4は常温防水
材、5はこの常温防水材4上に立てたガラス円筒
で中に250mmの高さだけ着色水6が入つている。
これを48時間放置しておいても透水は全く見ら
れなかつた。
第2図は引張試験機により実施したせん断強度
試験によるグラフであり、縦軸にセン断強度、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は鋼
床版、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、かつ火傷
事故の危険性がなくなる効果がある。
また、防水層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] According to the above-mentioned waterproofing construction, there was little damage to the waterproof layer and there was no need for a mold release agent, even though tires and caterpillars ran during the paving of the composite material. Figure 1 is a cross-sectional view of a specimen prepared indoors and tested for water permeability; 1 is a steel deck slab;
3 is a modified asphalt, 3 is a nonwoven fabric, 4 is a room temperature waterproof material, and 5 is a glass cylinder erected on the room temperature waterproof material 4, and a colored water 6 is placed inside to a height of 250 mm. Even if this was left for 48 hours, no water permeation was observed. Figure 2 is a graph of the shear strength test conducted using a tensile tester, with the vertical axis representing shear strength and the horizontal axis representing temperature, and the shear force loading shown in Figure 3 at a loading rate of 5 mm/min. . In the figure, 7 is a steel deck slab, 8 is a waterproof layer, and 9 is a composite material. According to the present invention as described above, since all construction is performed on site at room temperature, the construction unit cost is low and there is an effect that there is no danger of burn accidents. Furthermore, since the waterproof layer uses reticulated fiber as a core material, it has advantages such as extremely high tensile and tear strength.
第1図は耐水性の試験を示す説明図、第2図は
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)
イマーを塗布して乾燥させ、さらにその上に再び
上記有機溶剤型アスフアルトを塗布し、直ちに網
状繊維を張り付けて乾燥養生を行い、その後、常
温防水材を網状繊維に塗布含浸させて乾燥養生を
行い、密粒加熱合材を舗設して鋼床版から密粒加
熱合材までを一体化させることを特徴とする鋼床
版の防水施工方法。1 Apply a primer made of organic solvent-based asphalt to the steel deck slab, let it dry, then apply the above-mentioned organic solvent-based asphalt again on top of it, immediately apply reticulated fibers, dry and cure, and then apply room-temperature waterproofing material in reticulated form. A method for waterproofing steel deck slabs, which is characterized by coating and impregnating fibers, drying and curing them, and paving a dense-grain heated composite material to integrate the steel deck slab and the dense-grain heated composite material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10430683A JPS59233005A (en) | 1983-06-13 | 1983-06-13 | Waterproof construction of steel floor panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10430683A JPS59233005A (en) | 1983-06-13 | 1983-06-13 | Waterproof construction of steel floor panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59233005A JPS59233005A (en) | 1984-12-27 |
| JPH0474481B2 true JPH0474481B2 (en) | 1992-11-26 |
Family
ID=14377234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10430683A Granted JPS59233005A (en) | 1983-06-13 | 1983-06-13 | Waterproof construction of steel floor panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59233005A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002242106A (en) * | 2001-02-13 | 2002-08-28 | Makino Sogo Kenkyusho:Kk | Floor-slab waterproof structure and method for executing its floor-slab waterproof structure |
| JP2008179993A (en) * | 2007-01-25 | 2008-08-07 | Kawasaki Heavy Ind Ltd | Rubber latex mortar construction method |
-
1983
- 1983-06-13 JP JP10430683A patent/JPS59233005A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59233005A (en) | 1984-12-27 |
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