JP3048605U - Flexible joint material for concrete pavement - Google Patents
Flexible joint material for concrete pavementInfo
- Publication number
- JP3048605U JP3048605U JP1997010289U JP1028997U JP3048605U JP 3048605 U JP3048605 U JP 3048605U JP 1997010289 U JP1997010289 U JP 1997010289U JP 1028997 U JP1028997 U JP 1028997U JP 3048605 U JP3048605 U JP 3048605U
- Authority
- JP
- Japan
- Prior art keywords
- joint material
- concrete
- pavement
- joint
- concrete pavement
- 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
- Road Paving Structures (AREA)
Abstract
(57)【要約】
【課題】従来コンクリート舗装に用いられる側壁に突起
を有するプラスチック製目地材はプラスチックの収縮に
よる目地材自体の変形や、コンクリートの膨張、収縮等
により、目地材が舗装面上に浮き上がる現象がみられ、
これが車等の走行の妨げとなったり、外観を損なうなど
の問題があった。
【解決手段】本考案は、面の下部にせり出し防止用の鍔
部と挿入の容易な形の幅漸減部を設けたことにより、全
くせり出しがなく、その機能を長期に亙り維持させるこ
とができる。
(57) [Summary] Conventionally, a joint material made of plastic and having a projection on a side wall used for concrete pavement has a joint material on a pavement surface due to deformation of the joint material itself due to shrinkage of plastic, expansion or contraction of concrete, and the like. The phenomenon that emerges in
This hinders the running of a car or the like, and causes problems such as impairing the appearance. According to the present invention, a flange portion for preventing protrusion and a width gradually decreasing portion having an easily insertable shape are provided at a lower portion of the surface, so that there is no protrusion and the function can be maintained for a long time. .
Description
【0001】[0001]
本考案は、舗装の際、打設したコンクリートが固化するまでに舗装層に挿入す る目地材に関するものである。 The present invention relates to a joint material to be inserted into a pavement layer before the poured concrete is solidified during pavement.
【0002】[0002]
コンクリートは温度の上昇下降、乾燥、湿潤によってその体積が伸縮する。し たがって、道路、野外広場、運動場等の広い面積にわたってコンクリート舗装を 施す場合、舗装面の一定の面積当たり適当な目地を設けて、コンクリート体積の 伸縮を吸収し、亀裂の発生を防止している。 この目地には、従来木製板を差し込んだり、アスファルト等のシーリング材を 充填して水、埃、土砂等の侵入を防止する策がとられてきた。しかし木製板は景 観上好ましくなく、強度もあまり高くないうえ、腐蝕しやすい。またアスファル トなどのシーリング材も熱により表面から溶けたり、風雨に曝されて侵蝕され、 車等の走行による舗装面の振動や摩擦も加わって、比較的短期間で目地材が欠損 、散逸してしまうことが多い。 そこで木材より腐蝕し難く、高い機械的強度を有するゴムや可撓性プラスチッ クを素材とし、かつ平板状目地材の両側壁に一定間隔をおいて突起を形成させる ことにより、コンクリートが固化した後は容易には舗装面上に浮き出ない構造を 有する目地材が考案された。 The volume of concrete expands and contracts due to rising and falling temperatures, drying and wetting. Therefore, when concrete paving is performed over a large area such as a road, an open space, a playground, etc., appropriate joints are provided for a certain area of the pavement surface to absorb expansion and contraction of the concrete volume and prevent cracks from occurring. I have. Conventionally, this joint has been inserted with a wooden board or filled with a sealing material such as asphalt to prevent water, dust, earth and sand from entering. However, wooden boards are not aesthetically pleasing, are not very strong, and are susceptible to corrosion. Sealing materials such as asphalt also melt from the surface due to heat, and are eroded by exposure to wind and rain.Vibration and friction of the pavement surface due to the running of cars and the like also add, and joint materials are lost or dissipated in a relatively short time. It often happens. Therefore, the concrete is hardened by using rubber or flexible plastic, which is harder to corrode than wood and has high mechanical strength, and by forming projections at regular intervals on both side walls of the flat joint material. A joint material with a structure that does not easily emerge on the pavement surface was devised.
【0003】[0003]
この目地材はたしかに腐蝕や侵蝕にも耐え、全体が舗装面上に浮き上がるとい うことは防止されるようになったが、2〜3年も経過すると目地材自体に反りガ 発生し目地材上部両端が舗装面から浮き上がるという現象の起きることが判明し た。 この主たる原因は目地材の素材であるプラスチックの収縮および/またはコン クリートの膨張・収縮によるものと考えられる。そして一度変形した目地材は元 の形に戻ることはなく、舗装面上に浮き上がったままの状態となり車等の走行や 施設利用者の歩行の妨げとなるばかりでなく外観上もよくない。 This joint material surely resists corrosion and erosion, and the entire joint is prevented from floating on the pavement surface. However, after a lapse of two to three years, the joint material itself warps and the upper part of the joint material is generated. It was found that both ends were lifted off the pavement. The main reason for this is considered to be the contraction of the plastic used as the joint material and / or the expansion and contraction of the concrete. Once deformed, the joint material does not return to its original shape, but remains raised on the pavement surface, not only hindering the traveling of vehicles and the like and the walking of facility users, but also has a poor appearance.
【0004】[0004]
本考案者は、長期の使用に耐え、且つ舗装面上への浮き上がりや抜け出しのな いコンクリート舗装用目地材を得るため、目地材の素材や構造について種々研究 を重ねた結果、平板状目地板の両側壁下部に、長軸に沿って鍔部を形成させ、そ の鍔の両外縁から下端に向かって徐々に薄くして楔状を形成する構造の可撓性目 地材がその目的を達成することを知見した。 すなわち本考案は、 (1)平板(1)、その下部両側面からそれぞれほぼ直角に突き出た萼部(2) 、両萼部の外縁(3)から断面幅を漸減させ1つの稜線(4)を形成させる漸減 部(5)を有するコンクリート舗装用可撓性目地材、 (2)稜線(4)を形成している2つの面のなす角度が20〜60゜である前記 (1)記載の目地材、および (3)ポリ塩化ビニル製である前記(1)記載の目地材、 である。 The present inventor conducted various studies on the material and structure of the joint material to obtain a joint material for concrete pavement that can withstand long-term use and does not rise or fall out on the pavement surface. A flexible joint material with a structure that forms a flange along the long axis at the lower part of both side walls and gradually thins from both outer edges of the flange toward the lower end to form a wedge shape achieves its purpose. I found out. That is, the present invention provides: (1) a flat plate (1), a calyx (2) protruding substantially at right angles from both lower side surfaces thereof, and a ridge (4) having a gradually decreasing cross-sectional width from the outer edges (3) of both calyxes. (2) The flexible jointing material for concrete pavement having a gradually decreasing portion (5) for forming a ridge line, (2) the angle between two surfaces forming the ridge line (4) is 20 to 60 °. (3) The joint material according to the above (1), which is made of polyvinyl chloride.
【0005】[0005]
本考案の目地材の基本構造は、平板(1)とその下部に一体成形された鍔部を 設け、鍔部の外縁から下端を頂とする三角形をなす部分すなわち幅の漸減部(5 )から成り立っている。 平板(1)は通常厚みが3〜10mmで高さが20〜80mm、長さは1〜5m程 度の横長の平板である。 上記平板(1)と一体成形された鍔部(2)は、側壁からほぼ直角に突き出し たもので、突き出し部の長さは2〜7mm程度である。この両側の鍔の外縁(3) から1つの稜線(4)を形成するよう幅の漸減部(5)が設けられ、断面が下端 を頂とする三角形が形成される。 三角形の底辺は通常5〜17mm、高さは10〜30mm程度で、三角形の頂角は 20〜60゜程度が適当である。 目地材の素材は例えば天然ゴム、合成ゴム、ポリ塩化ビニル、ポリウレタンな どの適度の可撓性を有するプラスチックがあげられるが、ポリ塩化ビニルがより 適している。 舗装に用いるコンクリートは、表層および下部層ともに通常の道路や運動施設 等の舗装に用いられるものでよい。 The basic structure of the joint material of the present invention is that a flat plate (1) and a flange integrally formed thereunder are provided, and a triangular portion having a top from the outer edge of the flange, that is, a gradually decreasing width (5). It is made up. The flat plate (1) is usually a horizontally long flat plate having a thickness of 3 to 10 mm, a height of 20 to 80 mm, and a length of about 1 to 5 m. The flange (2) integrally formed with the flat plate (1) protrudes substantially perpendicularly from the side wall, and the length of the protruding portion is about 2 to 7 mm. From the outer edges (3) of the flanges on both sides, a gradually decreasing portion (5) is provided so as to form one ridgeline (4), and a triangle having a cross section whose top is the lower end is formed. The base of the triangle is usually 5 to 17 mm, the height is about 10 to 30 mm, and the apex angle of the triangle is suitably about 20 to 60 °. As a material of the joint material, for example, a plastic having appropriate flexibility such as natural rubber, synthetic rubber, polyvinyl chloride, and polyurethane can be mentioned, and polyvinyl chloride is more suitable. The concrete used for pavement may be the same as that used for pavement of ordinary roads and sports facilities for both the surface layer and the lower layer.
【0006】[0006]
以下図面に示す実施例により本考案をさらに詳細に説明するが、本考案はこれ らにより限定されるものではない。 実施例1 〔図1〕において、(6)はコンクリート表層で(7)はクラッシャーラン等 の下層部であり、この(6)と(7)により舗装が形成されている。 舗装は、まず下層部(7)が打設され、それが整形、転圧されてから表層(6 )が打設される。本考案の目地材は、たとえば表層の打設前に指定された箇所に 両側からコンクリート小片などで支えてたてておき、両側から目地材を挟み込む ようにコンクリートを打設、転圧する方法、またはコンクリートを規定の高さに 打設し、すぐに目地切り棒で切り込みを入れて目地を設置し、目地切り棒を取り 除いて、その目地に本考案の目地材を挿入し、コンクリートを転圧して、パワー トロウェルで仕上げるなどの方法により埋設させる。 このようにして本考案の目地材を表層コンクリートの目地部に挿入した後はそ のままコンクリートの固化を待てばよく、舗装工事全体を効率的に運ぶことがで きる。 Hereinafter, the present invention will be described in more detail with reference to the embodiments shown in the drawings, but the present invention is not limited thereto. Example 1 In FIG. 1, (6) is a concrete surface layer and (7) is a lower layer portion such as a crusher run, and the pavement is formed by the (6) and (7). In the pavement, a lower layer (7) is first cast, and it is shaped and compacted, and then a surface layer (6) is cast. The jointing material of the present invention is, for example, a method in which concrete is supported on both sides at the designated location before the surface layer is cast with concrete pieces, and concrete is placed and compacted so that the jointing material is sandwiched from both sides. Pour concrete into the specified height, immediately make a cut with a joint bar to set the joint, remove the joint bar, insert the joint material of the present invention into the joint, and compact the concrete. And buried by a method such as finishing with a power trowel. In this way, after the joint material of the present invention is inserted into the joint of the surface concrete, it is sufficient to wait for the concrete to solidify, and the entire pavement work can be carried efficiently.
【0007】[0007]
本考案の目地材は、以上説明した構成により、舗装における表層コンクリート 打設時に挿入するだけでその後手間は全く不要であり、コンクリートの固化後は 表層から浮き上がったり、抜け出すことは全くなく、長期に亙り良好な機能と外 観を保持することができる。またコンクリート打設時に、目地を設けることによ り初期のひび割れを防ぐことができる。 The joint material of the present invention, with the above-described configuration, is only required to be inserted at the time of casting the surface concrete on the pavement and requires no additional work afterwards. Good function and appearance can be maintained throughout. In addition, initial cracks can be prevented by providing joints when placing concrete.
【図面の簡単な説明】[Brief description of the drawings]
【図1】は本考案の目地材を使用した舗装の断面図。FIG. 1 is a sectional view of a pavement using the joint material of the present invention.
【図2】は本考案目地材の斜視図。FIG. 2 is a perspective view of the ground material of the present invention.
(1)平板 (2)鍔部 (3)鍔外縁 (4)稜線 (5)漸減部 (6)表層 (7)下部層 (1) Flat plate (2) Flange (3) Flange outer edge (4) Ridge line (5) Gradual reduction part (6) Surface layer (7) Lower layer
Claims (3)
ほぼ直角に突き出た萼部(2)、両萼部の外縁(3)か
ら断面幅を漸減させ1つの稜線(4)を形成させる漸減
部(5)を有するコンクリート舗装用可撓性目地材。1. A flat plate (1), a calyx (2) protruding substantially at right angles from both lower side surfaces thereof, and a cross-sectional width is gradually reduced from an outer edge (3) of each calyx to form one ridge line (4). A flexible joint material for concrete pavement having a tapered portion (5).
角度が20〜60゜である請求項1記載の目地材。2. The joint material according to claim 1, wherein the angle between the two surfaces forming the ridge line is 20 to 60 °.
地材。3. The joint material according to claim 1, wherein the joint material is made of polyvinyl chloride.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1997010289U JP3048605U (en) | 1997-11-04 | 1997-11-04 | Flexible joint material for concrete pavement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1997010289U JP3048605U (en) | 1997-11-04 | 1997-11-04 | Flexible joint material for concrete pavement |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3048605U true JP3048605U (en) | 1998-05-22 |
Family
ID=43182882
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1997010289U Expired - Lifetime JP3048605U (en) | 1997-11-04 | 1997-11-04 | Flexible joint material for concrete pavement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3048605U (en) |
-
1997
- 1997-11-04 JP JP1997010289U patent/JP3048605U/en not_active Expired - Lifetime
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