JP3471400B2 - Finishing method of the road bridge sidewalk - Google Patents

Finishing method of the road bridge sidewalk

Info

Publication number
JP3471400B2
JP3471400B2 JP33770693A JP33770693A JP3471400B2 JP 3471400 B2 JP3471400 B2 JP 3471400B2 JP 33770693 A JP33770693 A JP 33770693A JP 33770693 A JP33770693 A JP 33770693A JP 3471400 B2 JP3471400 B2 JP 3471400B2
Authority
JP
Japan
Prior art keywords
road bridge
floor slab
finishing
adhesive
concrete floor
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 - Fee Related
Application number
JP33770693A
Other languages
Japanese (ja)
Other versions
JPH07197411A (en
Inventor
隼士 鶴本
高 山中
浩 花栄
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.)
Cemedine Co Ltd
Original Assignee
Cemedine Co Ltd
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 Cemedine Co Ltd filed Critical Cemedine Co Ltd
Priority to JP33770693A priority Critical patent/JP3471400B2/en
Publication of JPH07197411A publication Critical patent/JPH07197411A/en
Application granted granted Critical
Publication of JP3471400B2 publication Critical patent/JP3471400B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、作業性にすぐれ、安全
衛生上好ましく、短い工期で施工できる道路橋歩道部分
の仕上方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of finishing a road bridge sidewalk portion which has excellent workability, is preferable in terms of safety and health, and can be constructed in a short construction period.

【0002】[0002]

【従来の技術】一般に、道路橋のコンクリート床版は、
道路橋の主桁の上面に、道路の底面として形成される。
このコンクリート床版は、道路橋に用いられる他のコン
クリート部材に比べて、部材厚が小さいうえ、車両の通
行による振動や厳しい環境条件にさらされるため、表面
の劣化や亀裂が発生しやすい。その結果、雨水等が床版
内部に浸透し、コンクリートの劣化や床版内部の鉄筋の
腐食を促進し、ひいては床版の耐久性を著しく低下させ
ている。
2. Description of the Related Art Generally, concrete slabs for road bridges are
It is formed as the bottom of the road on the top of the main girder of the road bridge.
This concrete floor slab has a smaller member thickness than other concrete members used for road bridges, and is exposed to vibration due to the passage of vehicles and severe environmental conditions, so that the surface is likely to deteriorate or crack. As a result, rainwater and the like permeate into the floor slab, accelerate deterioration of concrete and corrosion of reinforcing bars inside the floor slab, and thus significantly reduce the durability of the floor slab.

【0003】また、路面への凍結防止剤の散布地域や海
岸付近で橋面に波しぶきがかかる場合などにおいては、
コンクリート床版に浸透する塩化物により床版内部の鉄
筋が腐食し、床版の耐荷力が著しく低下する。
When the bridge surface is splashed in the area where the anti-freezing agent is sprayed on the road surface or near the coast,
Chloride that permeates the concrete slab corrodes the reinforcing bars inside the slab, significantly reducing the load bearing capacity of the slab.

【0004】このためコンクリート床版への雨水や、塩
化物の流入、浸透を防ぎ、コンクリート床版の耐久性を
図るため、床版と仕上層(アスファルト舗装、コンクリ
ート舗装など)の間に防水層を施工することが増えてき
ている。
Therefore, in order to prevent rainwater and chloride from flowing into and permeating into the concrete floor slab and to improve the durability of the concrete floor slab, a waterproof layer is provided between the floor slab and the finishing layer (asphalt pavement, concrete pavement, etc.). The number of constructions is increasing.

【0005】一方、土木構造物の美観への関心が高ま
り、歩道部分の仕上には従来から用いられている、アス
ファルト舗装やコンクリート舗装に変えて、タイル石材
などを用いる要望が高まっている。
On the other hand, interest in the aesthetics of civil engineering structures is increasing, and there is an increasing demand for using tile stones or the like in place of asphalt pavement and concrete pavement that have been conventionally used for finishing walkways.

【0006】従来、この防水施工には、大きく分けて三
つの方法がある。従来の三つの防水施工方法を採用し、
タイル、石材等の仕上材を施工すると図2〜図4に示し
たような防水仕上げ構造となる。
Conventionally, there are roughly three methods for waterproofing. Adopting three conventional waterproof construction methods,
When finishing materials such as tiles and stones are applied, the waterproof finishing structure as shown in FIGS. 2 to 4 is obtained.

【0007】図2は、防水シートを使用するもので、道
路橋の主桁の上部に道路の底となる鉄筋コンクリート床
版12を作ったのち、不織布にゴム入アスファルトを含
浸させた1.5mmから4.0mmのシート18を接着
する。まず、コンクリート床版12への密着性確保のた
め、溶剤を50から80%含むゴム系の接着剤もしく
は、ゴム入アスファルト系接着剤14を欠こう部が無い
ように2度塗りする。次に貼り付け用ゴム入りアスファ
ルト16を200℃から260℃に加熱溶融し、床版面
に流してシート18を接着し、その上にコンクリートも
しくはアスファルト舗装20を行う。
FIG. 2 shows the case where a waterproof sheet is used. After a reinforced concrete floor slab 12 is formed on the upper part of the main girder of a road bridge, which is the bottom of the road, a non-woven fabric is impregnated with rubber asphalt. The 4.0 mm sheet 18 is adhered. First, in order to secure adhesion to the concrete floor slab 12, a rubber-based adhesive containing 50 to 80% of a solvent or a rubber-containing asphalt-based adhesive 14 is applied twice so that there are no cracks. Next, the rubber-coated asphalt 16 for adhesion is heated and melted from 200 ° C. to 260 ° C., poured onto the floor slab surface to bond the sheet 18, and concrete or asphalt pavement 20 is applied thereon.

【0008】タイル22を接着する場合、さらにモルタ
ル24により接着することになり、全作業工程が多く、
工期が長くかかる。高熱のアスファルトや溶剤を含む接
着剤を使用するため安全衛生上も問題がある。また、振
動や厳しい環境条件にさらされるため、モルタル24で
接着したタイルや仕上材22が割れたり剥がれたりする
問題がある。
When the tile 22 is adhered, the mortar 24 is used for adhesion, which requires a large number of working steps.
It takes a long construction period. There is also a safety and health problem because an adhesive containing high heat asphalt or solvent is used. Moreover, since the tiles and the finishing material 22 bonded with the mortar 24 are cracked or peeled off because of being exposed to vibration and severe environmental conditions.

【0009】また、床版面からタイルまでの厚さ、荷重
もおおきくなり橋染の設計上好ましくない。
Further, the thickness from the floor slab surface to the tile and the load are large, which is not preferable in the design of bridge dyeing.

【0010】図3は、塗膜系の防水層を設ける防水構造
を示す。まず、コンクリート床版12への密着性確保の
ため、主としてクロロプレンゴム、合成樹脂、充填剤等
の他、溶剤を75%から90%含むクロロプレンゴム系
の接着剤26を1から2回にわけて塗布する。
FIG. 3 shows a waterproof structure provided with a coating film waterproof layer. First, in order to secure the adhesion to the concrete floor slab 12, the chloroprene rubber-based adhesive 26 containing 75% to 90% of a solvent in addition to chloroprene rubber, synthetic resin, filler, etc. is divided into 1 to 2 times. Apply.

【0011】次に上記の接着剤と同様の組成で、溶剤の
含有量が30%から50%の防水剤28を、欠こう部が
ないよう3から5回にわけて塗かさねたのち、その上に
コンクリートもしくはアスファルト舗装20を行う。
Next, a waterproofing agent 28 having a composition similar to that of the above-mentioned adhesive and having a solvent content of 30% to 50% is applied in 3 to 5 times so as not to have a nick, and then, Do concrete or asphalt pavement 20 on top.

【0012】タイル22を接着する場合は、図2の方法
と同様で全作業工程が多く、工期が長くかかる。溶剤を
含む接着剤を使用するため安全衛生上も問題があり、振
動や厳しい環境条件にさらされるため、モルタル24で
接着したタイルや仕上材が割れたり剥がれたりする問題
がある。
When the tiles 22 are bonded, as in the method shown in FIG. 2, many work steps are required and the construction period is long. Since an adhesive containing a solvent is used, there is a problem in safety and hygiene, and since it is exposed to vibration and severe environmental conditions, there is a problem that the tile and the finishing material bonded with the mortar 24 are cracked or peeled off.

【0013】図4は、舗装系の防水層を設ける防水構造
を示す。まず、コンクリート床版12への密着性確保の
ため、溶剤を50%から80%含むゴム入アスファルト
系接着剤30を塗布する。次に骨材を90%程度含むア
スファルト32を15mmから25mmの厚さで舗設す
る。そのうえに、アスファルト舗装との密着性を確保す
るためアスファルト乳剤34を塗布したのち、アスファ
ルト舗装20を行う。
FIG. 4 shows a waterproof structure in which a pavement waterproof layer is provided. First, in order to secure adhesion to the concrete floor slab 12, a rubber-containing asphalt adhesive 30 containing 50% to 80% of a solvent is applied. Next, asphalt 32 containing about 90% of aggregate is laid in a thickness of 15 mm to 25 mm. After that, asphalt pavement 20 is carried out after applying an asphalt emulsion 34 in order to secure the adhesion to the asphalt pavement.

【0014】タイル22を接着する場合は、図2の方法
と同様で全作業工程が多く、工期が長くかかる。高熱の
アスファルトや溶剤を含む接着剤を使用するため安全衛
生上も問題がある。また、振動や厳しい環境条件にさら
されるため、モルタル24で接着したタイルや仕上材2
2が割れたり剥がれたりする問題は、図2及び図3の場
合と同じであり、全体の厚みや重量がおおきくなる欠点
も同じである。
When the tiles 22 are bonded, as in the method shown in FIG. 2, many work steps are required and the construction period is long. There is also a safety and health problem because an adhesive containing high heat asphalt or solvent is used. In addition, since it is exposed to vibration and severe environmental conditions, tiles and finishing materials 2 bonded with mortar 24
The problem that 2 is cracked or peeled off is the same as in the case of FIGS. 2 and 3, and the same drawbacks that the overall thickness and weight are large.

【0015】[0015]

【発明が解決しようとする課題】本発明は、上記した従
来技術の問題点に鑑みなされたもので、防水効果及び振
動追従性に優れ、仕上げ施工期間の大幅な短縮をはかる
ことができ、かつ得られる防水構造の厚みや重量が大幅
に減少できるようにした道路橋歩道部分の仕上げ方法を
提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems of the prior art, is excellent in waterproof effect and vibration followability, and can significantly shorten the finishing construction period, and It is an object of the present invention to provide a method for finishing a road bridge sidewalk part, which is capable of greatly reducing the thickness and weight of the obtained waterproof structure.

【0016】[0016]

【課題を解決するための手段】上記課題を解決するため
に、本発明の道路橋歩道部分の仕上げ方法においては、
道路橋歩道部分の防水施工及び表面仕上を行うにあた
り、道路橋歩道部分のコンクリート床版に変性シリコー
ン樹脂系、ウレタン樹脂系、及び可撓性エポキシ樹脂系
の少なくともいずれか一種の弾性接着剤を塗布し、タイ
ル等の表面仕上材を貼り付けるようにした。上記弾性接
着剤によれば、その硬化皮膜は防水性とゴム状弾性を有
するため、本発明の目的を好適に達成することができ
る。コンクリート床版の表面の凹凸が大きい場合は必要
に応じて表面を平滑にするため、モルタルを塗布しても
良い。
In order to solve the above-mentioned problems, in the finishing method of the road bridge sidewalk part of the present invention,
When performing waterproofing and surface finishing on the sidewalks of road bridges, modify the concrete floor slab of the sidewalks of road bridges with modified silicone.
Resin type, urethane resin type, and flexible epoxy resin type
At least one kind of elastic adhesive was applied and a surface finishing material such as a tile was attached. According to the elastic adhesive, the cured film has waterproofness and rubber-like elasticity, and therefore the object of the present invention can be suitably achieved. If the surface of the concrete floor slab has large irregularities, mortar may be applied to make the surface smooth as necessary.

【0017】具体的には、グラインダー、バキューム型
パワーブラシ等で清掃されたコンクリート床版面に、弾
性接着剤を塗布しタイルなどの仕上材を接着する。
Specifically, an elastic adhesive is applied to a concrete floor slab surface cleaned with a grinder, a vacuum type power brush or the like to bond a finishing material such as tiles.

【0018】弾性接着剤の塗布厚さは、1mmから3m
m程度が好ましく、より好ましくは2mm以上がよい。
本発明の場合、弾性接着剤を用い、接着剤層を1mmか
ら3mm程度、好ましくは2mm以上取ることにより十
分な防水効果とともに十分な接着効果や振動追従性が得
られる。
The coating thickness of the elastic adhesive is 1 mm to 3 m
It is preferably about m, more preferably 2 mm or more.
In the case of the present invention, by using an elastic adhesive and taking an adhesive layer of about 1 mm to 3 mm, preferably 2 mm or more, a sufficient waterproof effect as well as a sufficient adhesive effect and vibration followability can be obtained.

【0019】さらには、養生期間も1日程度で歩行可能
に設定することが出来、工期の短縮、構造体としての総
重量の低減に寄与することができる。
Further, the curing period can be set to allow walking in about one day, which contributes to shortening the construction period and reducing the total weight of the structure.

【0020】本発明において使用できる弾性接着剤の種
類としては、変性シリコーン樹脂系、ウレタン樹脂系、
アクリル樹脂系、可撓性エポキシ樹脂系、シリコーン樹
脂系、ポリサルファイド樹脂系、SBR系等をあげるこ
とができるが、より好ましくは、プライマーを使用する
必要がなく、無溶解型で耐久性、接着性に優れる、変性
シリコーン樹脂系接着剤である。
The types of elastic adhesives that can be used in the present invention include modified silicone resin type, urethane resin type,
Acrylic resin-based, flexible epoxy resin-based, silicone resin-based, polysulfide resin-based, SBR-based, and the like can be mentioned, but more preferably, it is not necessary to use a primer, and it is a non-dissolving type and has durability and adhesiveness. Excellent modified silicone resin adhesive.

【0021】変性シリコーン樹脂系接着剤とは、変性シ
リコーン樹脂を組成中に必須成分として含有する接着剤
である。変性シリコーン樹脂とは、分子中に1個以上の
反応ケイ素基を有する高分子化合物、たとえば、特開昭
50−156599号公報、特開昭52−73998号
公報、特開昭58−10418号公報、特開昭62−2
30822号公報等で提案されたような化合物、特開昭
63−12677号公報で示されたような加水分解可能
な基が結合した珪素原子を分子中に少なくとも2個以上
有する有機シリコン系化合物である。
The modified silicone resin adhesive is an adhesive containing a modified silicone resin as an essential component in the composition. The modified silicone resin is a polymer compound having one or more reactive silicon groups in the molecule, for example, JP-A-50-156599, JP-A-52-73998, and JP-A-58-10418. JP-A-62-2
Compounds such as those proposed in 30822 and the like, and organic silicon compounds having at least two or more silicon atoms to which a hydrolyzable group is bonded as shown in JP-A-63-12677. is there.

【0022】その他、特開昭60−31556号公報、
特開昭60−228516号公報、特開昭63−112
642、特開平1−131271号公報で提案された珪
素基を有するオキシアルキレン重合体と珪素基を有する
(メタ)アクリレート(共)重合体よりなる組成物のよ
うなものを挙げることもできる。
In addition, JP-A-60-31556,
JP-A-60-228516, JP-A-63-112
642, a composition composed of an oxyalkylene polymer having a silicon group and a (meth) acrylate (co) polymer having a silicon group proposed in JP-A-1-131127 can be mentioned.

【0023】[0023]

【実施例】以下に本発明の一実施例を添付図面とともに
説明する。図1に、道路橋のコンクリート床版12の歩
道部分に、防水層を兼ね、2液型変性シリコーン系弾性
接着剤36を用いてタイル22を接着した場合を示し
た。
An embodiment of the present invention will be described below with reference to the accompanying drawings. FIG. 1 shows a case where the tile 22 is bonded to the sidewalk portion of the concrete floor slab 12 of the road bridge by using the two-pack type modified silicone elastic adhesive 36 which also serves as a waterproof layer.

【0024】2液型変性シリコーン系弾性接着剤として
PM220〔セメダイン(株)製〕を使用した。施工に
際しては、20℃における可使時間が120分、粘度1
000ポイズの延展性のある接着剤を使用した。
PM220 [made by Cemedine Co., Ltd.] was used as a two-pack type modified silicone-based elastic adhesive. When working, the pot life at 20 ° C is 120 minutes and the viscosity is 1
A 000 poise malleable adhesive was used.

【0025】工程としては、グラインダー、バキューム
型パワーブラシ等でコンクリート床版を清掃した。ま
た、床版面に付着している機械油やエンジンオイルは、
有機溶剤を浸透させた布で拭取った。
In the process, the concrete floor slab was cleaned with a grinder, a vacuum type power brush or the like. Also, the machine oil and engine oil attached to the floor slab are
It was wiped with a cloth soaked with an organic solvent.

【0026】次に弾性接着剤を所定の配合比で混合した
のち、左官ごてでコンクリート床版面に均一に塗布し、
すみやかにタイルを貼り付け、接着作業を終了した。こ
のときの弾性接着剤の塗布厚さは、約2mmであった。
弾性接着剤層は約3時間後には強度を発現しはじめ、約
1日後には防水塗膜をかね振動吸収性にすぐれた接着層
が得られた。
Next, after mixing the elastic adhesive in a predetermined mixing ratio, it is uniformly applied to the concrete floor slab surface with a plastering iron,
The tiles were quickly attached and the bonding work was completed. The coating thickness of the elastic adhesive at this time was about 2 mm.
The elastic adhesive layer began to develop strength after about 3 hours, and after about 1 day, an adhesive layer excellent in vibration absorption was obtained which also functions as a waterproof coating film.

【0027】[0027]

【発明の効果】以上述べた如く、本発明の道路橋歩道部
分の仕上げ方法によれば、防水効果及び振動追従性に優
れ、仕上げ施工期間の大幅な短縮をはかることができ、
かつ得られる防水構造の厚みや重量が大幅に減少すると
いう大きな効果を奏する。
As described above, according to the method of finishing the road bridge sidewalk portion of the present invention, the waterproof effect and the vibration followability are excellent, and the finishing construction period can be greatly shortened.
In addition, there is a great effect that the thickness and weight of the obtained waterproof structure are significantly reduced.

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

【図1】本発明方法により形成された道路橋の歩道部分
の防水構造を示す断面図である。
FIG. 1 is a sectional view showing a waterproof structure of a sidewalk portion of a road bridge formed by the method of the present invention.

【図2】従来方法により形成された道路橋の歩道部分の
防水構造の一例を示す断面図である。
FIG. 2 is a cross-sectional view showing an example of a waterproof structure of a sidewalk portion of a road bridge formed by a conventional method.

【図3】従来方法により形成された道路橋の歩道部分の
防水構造の他の例を示す断面図である。
FIG. 3 is a cross-sectional view showing another example of a waterproof structure of a sidewalk portion of a road bridge formed by a conventional method.

【図4】従来方法により形成された道路橋の歩道部分の
防水構造の別の例を示す断面図である。
FIG. 4 is a cross-sectional view showing another example of a waterproof structure of a sidewalk portion of a road bridge formed by a conventional method.

【符号の説明】[Explanation of symbols]

12 コンクリート床版 22 タイル 36 弾性接着剤 12 Concrete floor slab 22 tiles 36 Elastic adhesive

フロントページの続き (56)参考文献 特開 平3−263421(JP,A) 特開 平5−59702(JP,A) 特開 平5−65753(JP,A) 実開 昭60−18109(JP,U) 実開 平5−38147(JP,U) (58)調査した分野(Int.Cl.7,DB名) E01C 15/00 E01D 19/12 Continuation of the front page (56) Reference JP-A-3-263421 (JP, A) JP-A-5-59702 (JP, A) JP-A-5-65753 (JP, A) Actual development Sho-60-18109 (JP , U) Actual Kaihei 5-38147 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) E01C 15/00 E01D 19/12

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 道路橋歩道部分の防水施工及び表面仕上
を行うにあたり、道路橋歩道部分のコンクリート床版に
変性シリコーン樹脂系、ウレタン樹脂系、及び可撓性エ
ポキシ樹脂系の少なくともいずれか一種の弾性接着剤を
塗布し、タイル等の表面仕上材を貼り付けることを特徴
とする道路橋歩道部分の仕上方法。
[Claim 1] When performing waterproofing and surface finishing of a road bridge sidewalk part, a concrete floor slab of the road bridge sidewalk part is used.
Modified silicone resin type, urethane resin type, and flexible
A method of finishing a pedestrian part of a road bridge, characterized by applying at least one kind of epoxy resin type elastic adhesive and applying a surface finishing material such as tile.
【請求項2】 コンクリート床版と、変性シリコーン樹
脂系、ウレタン樹脂系、及び可撓性エポキシ樹脂系の少
なくともいずれか一種の弾性接着剤から形成された弾性
接着剤層と表面仕上げ材とからなり、請求項1記載の
方法により形成された道路橋歩道部分の仕上構造。
2. A concrete floor slab and a modified silicone resin
Low in oil type, urethane resin type, and flexible epoxy resin type
The finishing structure for a road bridge sidewalk portion formed by the method according to claim 1, which is composed of an elastic adhesive layer formed of at least one kind of elastic adhesive and a surface finish material.
JP33770693A 1993-12-28 1993-12-28 Finishing method of the road bridge sidewalk Expired - Fee Related JP3471400B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33770693A JP3471400B2 (en) 1993-12-28 1993-12-28 Finishing method of the road bridge sidewalk

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33770693A JP3471400B2 (en) 1993-12-28 1993-12-28 Finishing method of the road bridge sidewalk

Publications (2)

Publication Number Publication Date
JPH07197411A JPH07197411A (en) 1995-08-01
JP3471400B2 true JP3471400B2 (en) 2003-12-02

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JP6685337B2 (en) * 2018-01-05 2020-04-22 飛島建設株式会社 Waterproof structure of hanging scaffold

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