JP7202158B2 - Expansion joint cap - Google Patents

Expansion joint cap Download PDF

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JP7202158B2
JP7202158B2 JP2018226355A JP2018226355A JP7202158B2 JP 7202158 B2 JP7202158 B2 JP 7202158B2 JP 2018226355 A JP2018226355 A JP 2018226355A JP 2018226355 A JP2018226355 A JP 2018226355A JP 7202158 B2 JP7202158 B2 JP 7202158B2
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plate portion
expansion joint
cap
expansion
vertical surface
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JP2020090782A (en
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秀典 木戸
豊英 山内
順二 山▲崎▼
浩二 森
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株式会社淺沼組
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この発明は、特に屋外床版の伸縮目地に係り、精度が高く、かつ審美性に優れた構造の伸縮目地のキャップに関するものである。 More specifically, the present invention relates to expansion joints of outdoor floor slabs, and more particularly to caps for expansion joints having a structure with high precision and excellent aesthetics.

従来から屋外でコンクリートやモルタル版を打設する場合には、これらの伸縮膨張によってひび割れが生じることを防止するために、一定間隔ごとに目地が形成され、この目地にはポリエチレンや発泡ポリスチレン等を主原料とする目地材が設けられるのが一般的である。そして、目地材の表面側には防水や審美性を目的として合成樹脂製のキャップが被せられる。このようなキャップは、各種の構造が開発されている。 Conventionally, when placing concrete or mortar plates outdoors, joints are formed at regular intervals in order to prevent cracks from occurring due to expansion and contraction of these, and these joints are filled with polyethylene, foamed polystyrene, etc. A joint material, which is the main raw material, is generally provided. Then, the surface side of the joint material is covered with a cap made of synthetic resin for the purpose of waterproofing and aesthetics. Various structures of such caps have been developed.

特開昭59-96355号公報JP-A-59-96355 特開昭59-177440号公報JP-A-59-177440 特開昭62-68962号公報JP-A-62-68962 特開昭64-58760号公報JP-A-64-58760

これら公知技術は、いずれもキャップの素材として合成樹脂を採用しており、床版の伸縮に追随するため、床版に対する引っ掛かりを設けたりして、容易に抜け出さないことを考慮するなど、各種の構造が提案されている。しかしながら、いずれも合成樹脂素材を採用して軽量化を図っているが、長尺であるために容易に撓んでしまい、施工時の直線出しが困難であるという課題がある。また、合成樹脂素材であるために特に屋外に施工した場合には紫外線や大気中の酸などの影響を受けて劣化が早いという課題がある。 All of these known technologies use synthetic resin as the material for the cap, and in order to follow the expansion and contraction of the floor slab, various measures are taken, such as providing a hook for the floor slab so that it does not come off easily. structure is proposed. However, although all of them use synthetic resin materials to reduce weight, there is a problem that they are long and easily bent, making it difficult to straighten them during construction. Moreover, since it is a synthetic resin material, there is a problem that it deteriorates quickly under the influence of ultraviolet rays and acid in the atmosphere, especially when it is installed outdoors.

本発明では、このような従来の伸縮目地に適用するキャップを改良したもので、施工時に確実に直線出しを行うことができ、かつ、外部雰囲気に対する耐性が強く、審美性の高い伸縮目地のキャップを提供することを目的とするものである。 In the present invention, the cap applied to such a conventional expansion joint is improved, and the expansion joint cap that can reliably perform straightening at the time of construction, has a strong resistance to the external atmosphere, and has high aesthetics. It is intended to provide

本発明の伸縮目地の表面を覆うキャップでは、上記目的を達成するための手段として、伸縮目地の長手方向の幅に沿って延長した上面板部と、この上面部の側方から下方に延長し、前記伸縮目地を挟んだ一対の縦面板部と、このそれぞれの縦面板部から斜め下方に折り曲げ延長した拡開板部とからなり、前記拡開板部には一定間隔ごとに透孔を設ける構成を採用した。キャップ自身の作用効果は従来と変わるところはないが、斜め方向に折り曲げ延長した拡開板部によって、床版への定着性を確保しながら、掻き出し破壊を防止する。また、縦面板部が下方に延長しているため、伸縮目地の表面側が床版の伸縮膨張の影響を受けることを少なくする。また、キャップは耐候性が高い高剛性の材質としているので、従来のように容易に撓むことを防止することができる。拡開板部に一定間隔ごとに透孔を設けることによって、床版を構成するモルタル、あるいはコンクリートを打設する際にこの透孔からモルタル、あるいはコンクリートが反対面まで回り込むため、充填性を向上することができる。 In the cap covering the surface of the expansion joint of the present invention, as a means for achieving the above object, the upper plate portion extends along the longitudinal width of the expansion joint, and the upper plate portion extends downward from the side of the upper plate portion. It consists of a pair of vertical surface plate portions sandwiching the expansion joint, and widened plate portions bent obliquely downward from each of the vertical surface plate portions, and through-holes are provided at regular intervals in the widened plate portions. It was adopted. Although the function and effect of the cap itself are the same as those of the conventional cap, the expanding plate portion bent and extended in an oblique direction secures fixability to the floor slab and prevents scraping and breakage. In addition, since the vertical surface plate portion extends downward, the surface side of the expansion joint is less affected by the expansion and contraction of the floor slab. In addition, since the cap is made of a highly rigid material with high weather resistance, it is possible to prevent the cap from being easily bent unlike the conventional case. By providing through-holes at regular intervals in the expansion plate part, when placing the mortar or concrete that constitutes the floor slab, the mortar or concrete flows through the through-holes to the opposite side, improving filling performance. be able to.

また、拡開板部の拡開角度は、縦面部に対して45度の角度で折り曲げている。この角度を設定することによって、拡開板部の先端部は床版表面から離れた距離に位置させることができ、その先端を起点とする掻き出し破壊をより確実に防止することができるという作用を奏する。なお、拡開板部の折り曲げ角度は厳密に45度である必要はなく、例示的な数値である。本発明に必要なことは、拡開板部が存在することによってキャップが掻き出し破壊を防止することと、拡開板部の裏側(下方側)までモルタル等が充填できるような角度であればこれらの角度の範囲は本発明が意図する範囲である Moreover, the expansion angle of the expansion plate portion is bent at an angle of 45 degrees with respect to the vertical surface portion. By setting this angle, the tip of the spreader plate can be positioned at a distance away from the surface of the floor slab, and there is an effect that it is possible to more reliably prevent scraping damage originating from the tip. . It should be noted that the bending angle of the expanding plate portion does not have to be strictly 45 degrees, but is an exemplary numerical value. What is necessary for the present invention is that the existence of the expansion plate prevents the cap from scraping and breaking, and that the angles are such that mortar or the like can be filled up to the back side (lower side) of the expansion plate. is the intended range of the present invention .

さらにまた、拡開板部からさらに水平方向、または鉛直方向に延長板部を設けることによって、キャップのモルタル、あるいはコンクリートへの定着性を高める。 Further, by providing an extension plate portion in the horizontal direction or the vertical direction from the spreading plate portion, the fixability of the cap to mortar or concrete is enhanced.

キャップの素材を耐候性の高い高剛性の材料のうち、特にステンレスの板で構成した場合には、防錆効果を期待することができるとともに、審美性を高めることができる。 When the material of the cap is made of a highly rigid material with high weather resistance, particularly when a stainless steel plate is used, a rust-preventing effect can be expected and aesthetics can be enhanced.

そして、キャップの両端部を、拡開板部を一定長切除して上面板部と縦面板部だけとする手段によれば、キャップの端部同士を突き合せる場合に拡開板部が干渉することがないので、縦横方向の自由な設計に資することができる。 Then, according to the means of cutting off the widening plate portion at both ends of the cap to leave only the upper surface plate portion and the vertical surface plate portion, the spreading plate portions do not interfere with each other when the ends of the cap are butted against each other. Therefore, it is possible to contribute to free design in vertical and horizontal directions.

本発明によれば、比較的簡易な構成によって掻き出し破壊が生じることがない伸縮目地のキャップを提供することができた。また、材質としてステンレス板を採用した場合には防錆効果が高く、審美性の高いキャップとすることができた。 ADVANTAGE OF THE INVENTION According to this invention, the cap of the expansion joint which does not cause scraping failure by a comparatively simple structure was able to be provided. In addition, when a stainless steel plate is used as the material, the cap has a high antirust effect and is highly aesthetically pleasing.

本発明の伸縮目地のキャップを示した斜視図。1 is a perspective view showing a cap of an expansion joint according to the present invention; FIG. 別の実施形態を示す斜視図。The perspective view which shows another embodiment. さらに別の実施形態を示す斜視図。The perspective view which shows another embodiment. 図3の実施形態の変形例を示す斜視図。FIG. 4 is a perspective view showing a modification of the embodiment of FIG. 3; キャップ端部の変形例を示す斜視図。The perspective view which shows the modification of a cap edge part. 図5の変形例を3通りに適用したところを示す平面図。6A and 6B are plan views showing three applications of the modification of FIG. 5; FIG.

以下、本発明の実施形態を添付した図面に従って説明する。図1は本発明の伸縮目地に適用するキャップの斜視図であって、1は施工された伸縮目地で、モルタル、またはコンクリートの床版2・2間に設けられるものであり、基本的な構造は従来工法によるものである。3は本発明の実施形態を示したキャップであって、その構成は、表面が外部に露出する面板部4と、この面板部4の両側方から折り曲げて下方に延長した縦面板部5・5と、この縦面板部5・5からさらに斜め下方に折り曲げ延長した拡開板部6・6とからなっている。本実施形態では拡開板部6・6は縦面板部5・5に対して45度に折り曲げられている。ただし、45度に折り曲げた態様はこの実施例における一例である。本発明では折り曲げ角度は当該実施形態に限定されるものではないことは述べたとおりである。すなわち、縦面板部5からの折り曲げによって、拡開板部6が斜め下方に延長するものであれば本発明に含まれる。このように構成したのは、拡開板部6が存在せずに縦面板部5だけとすると、キャップ全体は何に対しても拘束されないので、床版の伸縮に追随できず容易に脱落するが、これを防止するために拡開板部6が設けられている。また、拡開板部6の延長方向を例えば水平方向、あるいはさらに折り曲げて鋭角方向に折り戻した場合には、拡開板部6と床版表面の距離が近くなるので、掻き出し破壊のきっかけになりやすくなる。したがって、これを防止するために拡開板部6の折り曲げ方向は縦面板部5の先端からさらに下方に対して設定する。なお、キャップ3の長さは伸縮目地の長さに従うことはいうまでもない。 Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. FIG. 1 is a perspective view of a cap applied to the expansion joint of the present invention, wherein 1 is a constructed expansion joint, which is provided between mortar or concrete floor slabs 2, 2, and the basic structure. is based on the conventional construction method. Reference numeral 3 denotes a cap showing an embodiment of the present invention, which consists of an upper surface plate portion 4 whose surface is exposed to the outside, and vertical surface plate portions 5 which are bent from both sides of the upper surface plate portion 4 and extend downward. 5, and widening plate portions 6.6 which are bent and extended obliquely downward from the vertical surface plate portions 5.5. In this embodiment, the expansion plate portions 6.6 are bent at 45 degrees with respect to the vertical surface plate portions 5.5. However, the mode of bending at 45 degrees is an example in this embodiment. As described above, the bending angle of the present invention is not limited to this embodiment. In other words, if the expansion plate portion 6 is extended obliquely downward by bending from the vertical surface plate portion 5, it is included in the present invention. The reason for this configuration is that if the expansion plate portion 6 is not present and only the vertical surface plate portion 5 is used, the cap as a whole will not be constrained by anything, so it will not be able to follow the expansion and contraction of the floor slab and will easily fall off. , and a spreading plate portion 6 is provided to prevent this. In addition, if the extending direction of the expanding plate portion 6 is, for example, horizontal, or if it is further bent and folded back at an acute angle, the distance between the expanding plate portion 6 and the surface of the floor slab becomes closer, which tends to cause scrape breakage. Become. Therefore, in order to prevent this, the folding direction of the spreading plate portion 6 is set further downward from the tip of the vertical surface plate portion 5 . Needless to say, the length of the cap 3 follows the length of the expansion joint.

次に、図2は図1のキャップの変形例であって、基本的な構成は図1と同じであるが、拡開板部6に複数の透孔7が設けられている。この透孔7は、床版を打設する際にモルタル、またはコンクリートが透孔7を透過して図面上鋭角部8に対するモルタル等の回り込みを向上させるために設けられる。透孔7の数は特に限定あるいは制限するものではないが、一般的には等間隔で設けられる。 Next, FIG. 2 shows a modified example of the cap of FIG. 1, which has the same basic configuration as that of FIG. The through holes 7 are provided to allow mortar or concrete to pass through the through holes 7 when the floor slab is placed, thereby improving the penetration of the mortar or the like into the acute-angled portion 8 in the drawing. Although the number of through-holes 7 is not particularly limited or restricted, they are generally provided at regular intervals.

図3は、拡開板部6の先端部からさらに鉛直方向に折り曲げて延長板部9を設けた変形例、図4は拡開板部6の先端部からさらに水平方向に折り曲げて延長板部10を設けた変形例を示している。図3および図4の形態は、いずれも床版への定着性をより向上させることを目的としており、図3のように延長板部9を鉛直方向に設ける形態では、その先端部がさらに床版表面から遠ざかることになるので、より掻き出し破壊を回避することが可能となる。 FIG. 3 shows a modification in which an extension plate portion 9 is provided by further bending the leading end of the expanding plate portion 6 in the vertical direction, and FIG. The provided modification is shown. 3 and 4 are intended to further improve the fixability to the floor slab, and in the form in which the extension plate portion 9 is provided in the vertical direction as shown in FIG. Since it is kept away from the surface of the printing plate, it is possible to avoid scraping damage.

続いて、図5はキャップ3の端部の変形例を示したものであって、実際の施工により最適な構成を開示している。すなわち、図1に記載した実施形態のキャップ3において、端部側の拡開板部6を切除して、上面板部4と縦面板部5・5を残した形態としたものである。なお、この形態は一方側端部のみでも、両端部でも、用途によっていずれでもよい。この構成とすると、図6に示した3つの形態、すなわち、直線部のつなぎ合わせ(図6(a))の場合でも、コーナー部の突き合せ(図6(b))でも、交差部(図6(c))でも何れにも適用することができるので、長尺の伸縮目地や、目地の角部であっても、さらには伸縮目地が交差している部分でも広く適用することができる。 Next, FIG. 5 shows a modified example of the end portion of the cap 3, and discloses an optimum configuration based on actual construction. That is, in the cap 3 of the embodiment shown in FIG. 1, the widening plate portion 6 on the end portion side is cut away, leaving the upper surface plate portion 4 and the vertical surface plate portions 5.5. In addition, this form may be either only one side end, or both ends, depending on the application. With this configuration, the three configurations shown in FIG. 6 (c)) can also be applied to any of them, so it can be widely applied to long expansion joints, joint corners, and even parts where expansion joints intersect.

ところで、本実施形態に示したキャップは、鋼などの金属で構成する。ただし、金属であれば材質は特に限定するものではない。例えば、材質としてステンレスを採用した場合には曲げ強度に優れ、防錆効果を有しているので、施工後長く審美性の高い目地部分とすることができる。 By the way, the cap shown in this embodiment is made of metal such as steel. However, the material is not particularly limited as long as it is metal. For example, when stainless steel is used as the material, it has excellent flexural strength and anticorrosion effect, so that the joint portion can be made aesthetically pleasing for a long time after construction.

1 伸縮目地
2 床版
3 キャップ
4 上面板部
5 縦面板部
6 拡開板部
7 透孔
8 鋭角部
9・10 延長板部
1 Expansion joint 2 Floor slab 3 Cap 4 Top surface plate 5 Vertical surface plate 6 Expansion plate 7 Through hole 8 Acute angle 9, 10 Extension plate

Claims (5)

伸縮目地の表面を覆う金属製のキャップであって、この伸縮目地の長手方向の幅に沿って延長した上面板部と、この上面部の側方から下方に延長し、前記伸縮目地を挟んだ一対の縦面板部と、このそれぞれの縦面板部から斜め下方に折り曲げ延長した拡開板部とからなり、前記拡開板部には一定間隔ごとに透孔を設けたことを特徴とする伸縮目地のキャップ。 A metal cap covering the surface of an expansion joint, comprising: an upper plate portion extending along the longitudinal width of the expansion joint; and an upper plate portion extending downward from the side of the upper plate portion to sandwich the expansion joint. An expansion joint characterized by comprising a pair of vertical surface plate portions and spreading plate portions that are bent obliquely downward from each of the vertical surface plate portions and that through-holes are provided at regular intervals in the spreading plate portions. cap. 拡開板部は、縦面部に対して45度の角度で折り曲げた請求項1記載の伸縮目地のキャップ。 2. The expansion joint cap according to claim 1, wherein the expansion plate portion is bent at an angle of 45 degrees with respect to the vertical surface portion. 拡開板部からさらに、水平方向に延長板部を設けた請求項1または2記載の伸縮目地のキャップ。 3. The expansion joint cap according to claim 1, further comprising an extension plate portion extending horizontally from the expansion plate portion. 拡開板部からさらに、鉛直方向に延長板部を設けた請求項1または2記載の伸縮目地のキャップ。 3. The expansion joint cap according to claim 1, further comprising an extension plate portion provided in the vertical direction from the expansion plate portion. キャップの両端部は、拡開板部を一定長切除した請求項1~4のいずれか記載の伸縮目地のキャップ。 The expansion joint cap according to any one of claims 1 to 4, wherein both ends of the cap are obtained by cutting the widening plate portion by a predetermined length.
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