JPH0324703Y2 - - Google Patents
Info
- Publication number
- JPH0324703Y2 JPH0324703Y2 JP1987191678U JP19167887U JPH0324703Y2 JP H0324703 Y2 JPH0324703 Y2 JP H0324703Y2 JP 1987191678 U JP1987191678 U JP 1987191678U JP 19167887 U JP19167887 U JP 19167887U JP H0324703 Y2 JPH0324703 Y2 JP H0324703Y2
- Authority
- JP
- Japan
- Prior art keywords
- water channel
- rubber
- channel member
- members
- corner
- 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
- Sewage (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は排水路の曲り角度を持つた部分に敷設
するためのゴム製水路部材同志のコーナー部接合
構造に関するものである。[Detailed Description of the Invention] (Industrial Field of Application) The present invention relates to a corner joint structure of rubber water channel members to be installed in a curved portion of a drainage channel.
(従来技術)
従来のコンクリート水路部材を排水路の曲がつ
た所へ、その排水路に沿つて敷設施工する場合、
規格されたコーナー部専用の水路部材を使用する
か、枡状の水溜めを造り、一旦そこに水を流し込
み、そこからまた別方向へ排水路を敷くという方
法で水路の方向を変えていた。(Prior art) When constructing conventional concrete channel members along a curved drainage channel,
The direction of the waterway was changed by using standardized waterway components specifically designed for corners, or by building a square-shaped water reservoir, allowing water to flow there, and then laying a drainage channel in the other direction.
(考案が解決しようとする問題点)
しかし、排水路の曲り角にコンクリートの水路
部材を設置する場合、規格されたコーナー用の水
路部材を使用すると、その規格にあるものではな
いと角度があわないということもあり、融通性に
欠けるという欠点があつた。(Problem that the invention aims to solve) However, when installing concrete waterway members at curved corners of a drainage channel, if you use a specified corner waterway member, the angle will not match unless it meets the standard. For this reason, it had the drawback of lacking flexibility.
また、枡状の水溜りを造つて方向を変える方法
では、水溜りを造るのに多大な手間と時間がかか
るという問題点がある。このように、従来のコン
クリート水路部材を用いて排水路のコーナー部分
を敷設施工する場合には専用の水路部材を使用す
るか、もしくは特有の施工方法を採用しなければ
ならず極めて不合理であり、且つ経済的に欠けて
いた。 Furthermore, the method of creating a square-shaped water puddle and changing the direction has the problem that it takes a lot of effort and time to create the puddle. In this way, when constructing the corner portion of a drainage channel using conventional concrete waterway members, it is extremely unreasonable to use special waterway members or to adopt a unique construction method. , and economically lacking.
本考案は、上記のコンクリート製水路部材を使
用した場合の欠点を改善するものであり、排水路
のコーナー部分の形状に用意に合わせることが可
能でかつコーナー部の水漏れを防止したゴム製水
路部材のコーナー部接合構造を提供することを目
的とする。 The present invention aims to improve the disadvantages of using the concrete waterway members mentioned above, and is a rubber waterway that can be easily adapted to the shape of the corners of the drainage channel and prevents water leakage at the corners. The purpose is to provide a corner joint structure for members.
(問題点を解決するための手段)
以上のような問題点を解決するために本考案
は、ゴム中に塑性変形可能な金属部材を芯体とし
て埋設した断面略U字型のゴム製水路部材同志に
おける曲り角度をもつコーナー部での接合構造で
あつて、前記一方のゴム製水路部材の側面には三
角形状の切欠部を、また底面には少なくともコー
ナー部の曲り角度以上の切り込み角度を有する三
角形状の切欠部を設けてなり、かかるゴム製水路
部材と他の水路部材を粘着層を介在させて重ね合
せ、この重ね合せ部分をほぼ一定ピツチで締め付
け材によつて機械的に固定してなることを特徴と
する。(Means for Solving the Problems) In order to solve the above problems, the present invention provides a rubber water channel member having a substantially U-shaped cross section, in which a plastically deformable metal member is embedded in rubber as a core. The joint structure has a corner portion having a bending angle in the same direction, and the one rubber water channel member has a triangular cutout on the side surface and a cutout angle on the bottom surface that is at least equal to or larger than the bending angle of the corner portion. A triangular notch is provided, the rubber water channel member and another water channel member are overlapped with an adhesive layer interposed therebetween, and this overlapped portion is mechanically fixed with a tightening material at a substantially constant pitch. It is characterized by becoming.
(実施例)
以下、本考案の実施例を添付図面に従つて説明
する。(Embodiments) Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.
第1図において、本考案に使用されるゴム製水
路部材1,2は天然ゴム、イソプレンゴム、クロ
ロプレンゴムあるいは耐候性に良好なエチレンー
プロピレン・ターポリマー、ブチルゴムもしくは
これらのブレンド物からなるゴム材3に金属製の
金網、金属平板からなる芯体4を埋設したもの
で、断面が略U字型で約50〜200cm程度の比較的
細長い形状になつている。 In FIG. 1, rubber waterway members 1 and 2 used in the present invention are rubber materials made of natural rubber, isoprene rubber, chloroprene rubber, ethylene-propylene terpolymer with good weather resistance, butyl rubber, or a blend thereof. A core body 4 made of a metal wire mesh and a flat metal plate is embedded in the core body 3, and has a relatively elongated shape with a substantially U-shaped cross section and a length of about 50 to 200 cm.
前記芯体4は前述の通り金属製金網、金属平板
からなる金属部材で、この部材はゴム製水路部材
1,2を保形する機能と同時に、この部材の形状
を自由に変えることが出来る機能を担つている。
そのため、この金属部材は開孔率R={a/(a
+d)2×100}(a:開き目、d:線径)が30〜95
%を有するもので、平織、綾織、クリンプ織、菱
形金網、亀用金網等のものが使用可能である。ま
た金属平板は厚さ0.02〜1mm程度のもので、丸
形、角形の貫通孔が複数個設けられており、貫通
孔の占める割合(貫通孔の面積/平板面積×100)
は約10〜70%である。 As mentioned above, the core body 4 is a metal member made of a metal wire mesh or a metal flat plate, and this member has the function of retaining the shape of the rubber water channel members 1 and 2 and the function of freely changing the shape of this member. is in charge of
Therefore, this metal member has a porosity R={a/(a
+d) 2 × 100} (a: opening, d: wire diameter) is 30 to 95
%, and plain weave, twill weave, crimp weave, diamond wire mesh, tortoise wire mesh, etc. can be used. In addition, the metal flat plate is about 0.02 to 1 mm thick and has multiple round and square through holes, and the percentage occupied by the through holes (area of through holes / flat plate area x 100).
is approximately 10-70%.
次に、このゴム製水路部材1,2のコーナー部
の接合部分を第2図に示す展開図に従つて説明す
る。下流側に設置されるゴム製水路部材1はコー
ナー部の内側に位置される内側面5と外側に位置
する外側面10及び底面7から構成されている
が、上流側のゴム製水路部材2に接合する端部6
には2つの三角形状の切欠部8,11がある。 Next, the joint portion of the corner portions of the rubber waterway members 1 and 2 will be explained with reference to the developed view shown in FIG. The rubber water channel member 1 installed on the downstream side is composed of an inner surface 5 located inside the corner portion, an outer surface 10 located on the outside, and a bottom surface 7. End part 6 to be joined
There are two triangular notches 8 and 11.
一方の切欠部11は底面7を切断した直角三角
形状であるが、この切り込み角度βは水路部材の
コーナー部における曲り角度αに等しく成つてい
る。また他方の切欠部8は内側面5を切断した直
角三角形状に成つており、この切り込み角度γは
特に限定されない。両水路部材1,2の端部を重
ね合わせるにおいて両水路部材1,2の長手方向
の軸をコーナー部の曲り角度αだけ交差させる。
この場合、上流側の水路部材2が下流側の水路部
材1の上側に位置するが、下流側の水路部材の底
面7の切り込み傾斜面12を上流側の水路部材の
外側面16に沿うようにし、下流側の水路部材の
各側面5,10を折り曲げやすくして上流側の各
側面13,16に容易に重ねる。 One notch 11 has a right triangular shape obtained by cutting the bottom surface 7, and the cutting angle β is equal to the bending angle α at the corner portion of the water channel member. The other notch 8 has a right triangular shape obtained by cutting the inner surface 5, and the cutting angle γ is not particularly limited. When the end portions of both water channel members 1 and 2 are overlapped, the longitudinal axes of both water channel members 1 and 2 are made to intersect by the bending angle α of the corner portion.
In this case, the upstream channel member 2 is located above the downstream channel member 1, but the cut slope 12 of the bottom surface 7 of the downstream channel member is aligned with the outer surface 16 of the upstream channel member. The side surfaces 5 and 10 of the downstream channel member are easily folded and easily stacked on the upstream side surfaces 13 and 16.
しかし、本考案においては前記底面7の切り込
み角度βはコーナー部の曲り角度αより大きくす
ることも可能であり、この場合該水路部材の底面
の切り込み傾斜面12は上流側の水路部材の外側
面16に沿わない。 However, in the present invention, the cutting angle β of the bottom surface 7 can be made larger than the bending angle α of the corner part, and in this case, the cutting slope 12 of the bottom surface of the water channel member is formed on the outer surface of the upstream water channel member. Does not comply with 16.
また、上流側の水路部材2は底面の端部5に排
水路の曲がる方向の角度がついている。側面の端
部6には底面の端部よりも浅い角度がついてい
る。 Moreover, the upstream water channel member 2 has an angle at the end 5 of the bottom surface in the direction in which the drainage channel bends. The side edges 6 have a shallower angle than the bottom edges.
更に、両水路部材の接合部分は第1図のによう
に下流側に設置する水路部材1を下にして切欠部
分8,11が隠れるところまで、両水路部材1,
2が曲り角度を持つて重ね合せされ、その時その
重ね代に粘着層17を介在させる。粘着層の幅は
重ね代よりも広く、水路部材1,2の間から少し
はみ出す位の幅にする。また図示はしていない
が、下流側水路部材1の切り込み部8,11に不
定形シール剤を充填する。また、重ね代の部分を
一定のピツチで複数個所にわたり締め付け材18
によつて機械的に固定する。尚、第3図のように
水路部材の外側に補強板19を設置し、締め付け
材18の先端にこれを挿入して重ね合せの締め付
け力を高めることができ、またこの補強板18は
必要に応じて使用され施工が困難な個所には使用
する必要はない。締め付け材18はネジ、ボル
ト、カスガイ、リベツト等であり、また補強板1
9は木材、剛性の高い樹脂等よりなる。 Further, as shown in FIG. 1, the joint portions of both water channel members are arranged so that the water channel members 1 installed on the downstream side are placed down until the cutout portions 8, 11 are hidden.
2 are overlapped at a bending angle, and at that time, an adhesive layer 17 is interposed in the overlapping margin. The width of the adhesive layer is wider than the overlap margin, and the width is such that it slightly protrudes from between the water channel members 1 and 2. Although not shown, the cut portions 8 and 11 of the downstream water channel member 1 are filled with an amorphous sealant. In addition, tightening material 18 is applied to the overlapped portion at multiple locations at a constant pitch.
mechanically fixed by As shown in Fig. 3, a reinforcing plate 19 can be installed outside the water channel member and inserted into the tip of the tightening material 18 to increase the tightening force of the overlapping. It is not necessary to use it in places where construction is difficult. The tightening material 18 is a screw, bolt, bevel, rivet, etc., and the reinforcing plate 1
9 is made of wood, highly rigid resin, etc.
また、粘着層17は非加硫ゴム組成物、自然加
硫可能なゴム組成物あるいはアスフアルト等の瀝
青物のゴムあるいは合成樹脂を混入した組成物か
ら構成されているが、耐候性の問題を考えると粘
着層に加硫ゴムシートを積層したもの加硫ゴムシ
ートが表面に出るように使用するのが好ましい。
尚、このような加硫ゴムシートを積層したものを
使用した場合は加硫ゴムシートに接する方の水路
部材2と加硫ゴムシートの間にも不定形シール剤
を充填する必要がある。 The adhesive layer 17 is made of a non-vulcanized rubber composition, a naturally vulcanizable rubber composition, a bituminous rubber such as asphalt, or a composition mixed with a synthetic resin, but considering the weather resistance problem. A vulcanized rubber sheet is laminated on an adhesive layer.It is preferable to use a vulcanized rubber sheet so that the vulcanized rubber sheet is exposed on the surface.
In addition, when such a laminated vulcanized rubber sheet is used, it is necessary to fill the amorphous sealing agent between the water channel member 2 and the vulcanized rubber sheet that are in contact with the vulcanized rubber sheet.
(効果)
以上のように、本考案の接合部構造をとること
によつてゴム製水路部材を曲がつた排水路に設置
することができ、またそのことによつて排水路の
曲り部分の為に特別な水路部材を用意する必要も
なく、ゴム製水路部材であるために少々の排水路
の異形には簡単に沿わすことができ、施工が非常
に容易であるという効果を持つ。(Effects) As described above, by adopting the joint structure of the present invention, a rubber water channel member can be installed in a curved drainage channel, and thereby, it is possible to There is no need to prepare a special waterway member for this purpose, and since the waterway member is made of rubber, it can be easily fitted to slightly irregular shapes of the drainage channel, and has the effect of being extremely easy to construct.
第1図は2つの水路部材を本考案の接合構造で
接合したものであり、第2図は第1図において接
合されている両水路部材の展開図であり、第3図
は第1図におけるA−A断面図である。
1…下流側ゴム製水路部材、2…上流側ゴム製
水路部材、5…下流側ゴム製水路部材の内側面、
7…下流側ゴム製水路部材の底面、8…内側面の
切り込み部、11…底面の切り込み部、12…切
り込み部の傾斜面、14…上流側ゴム製水路部材
の底面、15…上流側ゴム製水路部材の底面端
部、17…粘着層、18…締め付け材、19…補
強板。
Fig. 1 shows two water channel members joined by the joint structure of the present invention, Fig. 2 is a developed view of both water channel members joined in Fig. 1, and Fig. 3 is a diagram showing the structure of Fig. 1. It is an AA sectional view. 1...Downstream rubber water channel member, 2...Upstream rubber water channel member, 5...Inner surface of downstream rubber water channel member,
7...Bottom surface of the downstream rubber channel member, 8...Notch portion on the inner surface, 11...Notch portion on the bottom surface, 12...Slope surface of the notch portion, 14...Bottom surface of the upstream rubber channel member, 15...Upstream rubber Bottom end of channel member, 17... Adhesive layer, 18... Tightening material, 19... Reinforcement plate.
Claims (1)
埋設した断面略U字型のゴム製水路部材同志にお
ける曲り角度をもつコーナー部での接合構造であ
つて、前記一方のゴム製水路部材の側面には三角
形状の切欠部を、また底面には少なくともコーナ
ー部の曲り角度以上の切り込み角度を有する三角
形状の切欠部を設けてなり、かかるゴム製水路部
材と他の水路部材を粘着層を介在させて重ね合
せ、、この重ね合せ部分をほぼ一定ピツチで締め
付け材によつて機械的に固定してなることを特徴
とするゴム製水路部材のコーナー部接合構造。 A joint structure in which rubber water channel members each having a substantially U-shaped cross section and having a plastically deformable metal member embedded in rubber as a core body are joined at a corner portion having a bending angle, the side surface of one of the rubber water channel members A triangular notch is provided on the bottom surface, and a triangular notch having a cutting angle at least equal to or greater than the bending angle of the corner portion is provided on the bottom surface. A corner joint structure of a rubber water channel member, characterized in that the overlapping parts are overlapped and mechanically fixed with a tightening material at a substantially constant pitch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987191678U JPH0324703Y2 (en) | 1987-12-16 | 1987-12-16 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987191678U JPH0324703Y2 (en) | 1987-12-16 | 1987-12-16 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0198293U JPH0198293U (en) | 1989-06-30 |
| JPH0324703Y2 true JPH0324703Y2 (en) | 1991-05-29 |
Family
ID=31482578
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1987191678U Expired JPH0324703Y2 (en) | 1987-12-16 | 1987-12-16 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0324703Y2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6135931U (en) * | 1984-08-03 | 1986-03-05 | 恭司 高見 | Concrete products with connecting devices |
| JPS6184781U (en) * | 1984-11-06 | 1986-06-04 |
-
1987
- 1987-12-16 JP JP1987191678U patent/JPH0324703Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0198293U (en) | 1989-06-30 |
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