JPH0340897Y2 - - Google Patents

Info

Publication number
JPH0340897Y2
JPH0340897Y2 JP17191887U JP17191887U JPH0340897Y2 JP H0340897 Y2 JPH0340897 Y2 JP H0340897Y2 JP 17191887 U JP17191887 U JP 17191887U JP 17191887 U JP17191887 U JP 17191887U JP H0340897 Y2 JPH0340897 Y2 JP H0340897Y2
Authority
JP
Japan
Prior art keywords
rubber
water channel
members
waterway
channel member
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
Application number
JP17191887U
Other languages
Japanese (ja)
Other versions
JPH0175136U (en
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 filed Critical
Priority to JP17191887U priority Critical patent/JPH0340897Y2/ja
Publication of JPH0175136U publication Critical patent/JPH0175136U/ja
Application granted granted Critical
Publication of JPH0340897Y2 publication Critical patent/JPH0340897Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案はゴム製水路部材の接合部構造に係り、
詳しくは空地造成、農地造成あるいは道路側溝に
形成されたU字排水路に設置されるゴム製水路部
材の接合部構造に関する。
[Detailed description of the invention] (Industrial application field) The present invention relates to the joint structure of rubber waterway members.
More specifically, the present invention relates to a joint structure of a rubber water channel member installed in a U-shaped drainage channel formed in open space development, farmland development, or roadside ditch.

(従来技術) 従来、空地造成や農地造成の際につくられる排
水路には、コンクリート製の水路が連続して布設
されていた。また、最近ではコンクリート製の水
路部材より遥かに軽量な硬質性の合成樹脂を素材
したものも使用されていた。
(Prior Art) Conventionally, concrete waterways have been continuously laid in drainage channels created when creating vacant land or farmland. In addition, recently, materials made of hard synthetic resin, which are much lighter than concrete waterway members, have been used.

このような水路部材が排水路に設置される場
合、各水路部材はその各端面にモルタルを介在さ
せたり、接着剤を塗布することにより接合されて
いた。
When such waterway members are installed in a drainage channel, each of the waterway members is joined by interposing mortar or applying an adhesive to each end face thereof.

(考案が解決しようとする問題点) しかし、従来のコンクリート製あるいは硬質の
合成樹脂製水路部材が特に寒冷地で使用される
と、水路部材に接する周囲の土壌に含まれる水分
が凍結して各水路部材を異なつた量だけ持ち上げ
て、各部材間の接合部に剪断歪を与え、その結
果、水路部材の接合部分は早期に亀裂が生じて破
損することがあつた。また、そればかりでなく従
来の水路部材は所定形状の剛性体であり、排水路
の溝形状に沿わない場合には排水路の溝を再度堀
り直して修正する必要があつた。
(Problem that the invention aims to solve) However, when conventional concrete or hard synthetic resin waterway members are used in particularly cold regions, the water contained in the surrounding soil that comes into contact with the waterway members freezes and Lifting the channel members by different amounts imparts shear strain to the joints between each member, which can result in premature cracking and failure of the joints of the channel members. In addition, conventional water channel members are rigid bodies with a predetermined shape, and if they do not conform to the groove shape of the drainage channel, it is necessary to re-dig and correct the groove of the drainage channel.

本考案はこのような問題点を改善するものであ
り、施工時において排水路の溝面に自由に合わす
ことができる変形可能なゴム製水路部材を用いた
接合部分の構造であつて、特に寒冷地における水
路部材の接合部分の亀裂あるいは破損を防止した
ゴム製水路部材の接合部構造を提供することを目
的とする。
The present invention aims to improve these problems, and has a joint structure using a deformable rubber channel member that can be freely fitted to the groove surface of the drainage channel during construction. An object of the present invention is to provide a joint structure for rubber waterway members that prevents cracks or damage at the joints of waterway members in the ground.

(問題点を解決するための手段) 即ち、本考案の特徴とするところはゴム中に塑
性変形可能な金属部材からなる芯材を埋設した断
面U字型のゴム製水路部材同志の接合部におい
て、上記水路部材の端部に形成した肉厚の薄い段
差部と他の水路部材の段差部を突き合わせること
によつて形成された溝部内に粘着層と保持板を順
次積層して他の領域と同一平面状とし、更にこの
領域をほぼ一定ピツチで締め付け材によつて機械
的に固定してなるゴム製水路部材の接合部構造に
ある。
(Means for Solving the Problems) That is, the feature of the present invention is that at the joints of rubber channel members each having a U-shaped cross section, in which a core material made of a plastically deformable metal member is embedded in rubber. , an adhesive layer and a retaining plate are sequentially laminated in a groove formed by abutting a thin stepped portion formed at the end of the water channel member and a stepped portion of another water channel member to form another area. The rubber water channel member has a joint structure in which the area is in the same plane as the area and is mechanically fixed with a tightening material at a substantially constant pitch.

(作用) このゴム製水路部材の接合部構造によれば接合
部分の内側が他の領域と段差のない同一面になつ
て水の流れも良好になる。また、各段差部を突き
合わせることによつて形成された溝部内には粘着
層が介在しているため、水の漏も発生しなくな
る。更には、本考案のゴム製水路部材の接合部構
造を寒冷地の排水路に使用しても、接合部分が比
較的3軸方向への伸縮性に富んでいるため水分の
凍結による早期破損も起こりにくい。
(Function) According to this joint structure of the rubber water channel member, the inner side of the joint part is on the same level as other areas without any difference in level, and the flow of water is improved. Furthermore, since the adhesive layer is interposed in the groove formed by butting each step, water leakage will not occur. Furthermore, even if the joint structure of the rubber waterway member of the present invention is used in drainage canals in cold regions, the joint has relatively high elasticity in three axes, so there is no risk of early breakage due to freezing of water. Hard to happen.

(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図は本考案に使用するゴム性水路部材の一
部切欠き斜視図、第2図は本考案に係るゴム性水
路部材の接合部分の斜視図であり、本考案のゴム
性水路部材1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の良好なエチレン−
プロピリン・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2に金属性の
金網、金属平板からなる芯材3を埋設したもの
で、断面が略U字型で約50〜200cm程度の長さを
もつた比較的細長い形状になつている。そして、
前記水路部材1の少なくとも一方の端部5内側に
は肉厚を薄くした段差部4があり、他の水路部材
と接合する箇所になつている。
FIG. 1 is a partially cutaway perspective view of a rubber water channel member used in the present invention, and FIG. 2 is a perspective view of a joint portion of the rubber water channel member according to the present invention. is natural rubber, isoprene rubber, chloroprene rubber, or ethylene with good weather resistance.
A core material 3 made of a metal wire mesh or a flat metal plate is embedded in a rubber material 2 made of propyline terpolymer, butyl rubber, or a blend thereof, and has a roughly U-shaped cross section and a length of about 50 to 200 cm. It has a relatively elongated shape. and,
Inside at least one end 5 of the water channel member 1, there is a stepped portion 4 with a reduced wall thickness, which serves as a joint to another water channel member.

前記芯材3は前述の通り金属性金網、金属平板
からなる金属部材であり、この部材はゴム性水路
部材1を保形する機能と同時にこの水路部材1の
形状を自由に変えることができる機能を担つてい
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)30〜95
を有するもので、平織、綾織、クリープ織、菱形
金網、亀甲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、角形の貫通孔が複雑個設けられており、貫通
孔の占める割合(貫通孔の面積/平板面積×100)
も約10〜70%である。
As mentioned above, the core material 3 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 waterway member 1 and at the same time, the function of freely changing the shape of this waterway member 1. is in charge of Therefore, this metal member has a porosity R={a/
(a+d)} 2 ×100 (a: opening, d: wire diameter) 30 to 95
Plain weave, twill weave, creep weave, rhombus wire mesh, hexagonal wire mesh, etc. can be used. In addition, the metal flat plate is about 0.02 to 1 mm thick and has a complex number of round and square through holes, and the ratio of through holes is (area of through holes / flat plate area x 100).
is also about 10-70%.

上記構成を有するゴム製水路部材1は第2図及
び第3図に示すような接合部構造を有している。
即ち、ゴム製水路部材の各端部5、5の内側に設
けられた段差部4、4が突き合わせられ、これに
よつて形成された溝部6内には粘着層7と保持板
8が順次積層されて接合部分以外の領域とほぼ同
一面になつている。そして、この接合部分9はほ
ぼ一定ピツチで締め付け材10によつて機械的に
固定されている。
The rubber water channel member 1 having the above configuration has a joint structure as shown in FIGS. 2 and 3.
That is, the step portions 4, 4 provided on the inside of each end portion 5, 5 of the rubber water channel member are butted against each other, and the adhesive layer 7 and the retaining plate 8 are sequentially laminated within the groove portion 6 formed thereby. and is almost flush with the area other than the joint. This joint portion 9 is mechanically fixed with a tightening material 10 at a substantially constant pitch.

尚、接合部材における溝部6は比較的浅く、芯
材3が水路部材の端部5まで内存しているため、
接合部分の外側を特に補強する必要がない。
Note that the groove portion 6 in the joint member is relatively shallow and the core material 3 is present up to the end portion 5 of the water channel member.
There is no need to particularly reinforce the outside of the joint.

前記粘着層7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
に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。
The adhesive layer 7 is composed of a non-vulcanized rubber composition, a naturally vulcanizable rubber composition, or a composition in which a bituminous material such as asphalt is mixed with rubber or a synthetic resin.

また、締め付け材10はネジ、ボルト、カスガ
イ、リベツト等が使用されている。
Further, as the fastening material 10, screws, bolts, cages, rivets, etc. are used.

これによつて、ゴム製水路部材の接合部分の内
側は段差のないほぼ同一平面になつて水の流れも
よく、この部分に砂の溜まることもない。また上
記接合部材は充分に補強された構造になり、土圧
に耐えることができる。更に、このようにして接
合したゴム製水路部材を空地造成地等に設けられ
た排水路に設置する場合、たとえこの水路部材の
寸法が排水路より大きくても、水路部材の頂部付
近を押圧することによつて下部コーナー部を変形
させて排水路に沿わすことも可能になる。また、
この水路部材はある程度の柔軟性を有しているた
め、排水路の下地盤の不陸面にも沿いやすく基盤
処理を必要としない。
As a result, the inner side of the joint portion of the rubber water channel member becomes substantially the same plane without any difference in level, allowing good flow of water and preventing sand from accumulating in this portion. Furthermore, the joining member has a sufficiently reinforced structure and can withstand earth pressure. Furthermore, when installing a rubber waterway member bonded in this way in a drainage channel provided in a vacant lot, etc., even if the size of this waterway member is larger than the drainage channel, the vicinity of the top of the waterway member may be pressed. This also makes it possible to deform the lower corner so that it follows the drainage channel. Also,
Since this channel member has a certain degree of flexibility, it can easily follow the uneven surface of the foundation of the drainage channel and does not require base treatment.

(効果) 以上のように本考案のゴム製水路部材の接合部
構造によれば、接合部分の内側が他の領域と段差
のないほぼ同一面に形成されるため、水の流れが
良好になるばかりか砂等も溜まることもなくな
り、更には水路部材の端面の段差部を突き合わせ
ることによつて形成された溝部内には粘着層が介
在しているため、水の漏れもなくなる。また、こ
のゴム製水路部材の接合部構造を寒冷地の排水路
に使用しても接合部分が3軸方向への伸縮性に富
んでいるため、この部分にかかる応力を十分吸収
するため、水分の凍結による被害、即ち接合部分
の応力集中に伴うクラツク発生等の被害を受けな
い優れた効果を有している。
(Effects) As described above, according to the joint structure of the rubber water channel member of the present invention, the inside of the joint is formed on almost the same plane as other areas without any difference in level, so water flow is improved. Not only that, sand and the like will not accumulate, and furthermore, since the adhesive layer is interposed in the groove formed by abutting the stepped portions of the end surfaces of the channel members, there will be no leakage of water. In addition, even if the joint structure of this rubber waterway member is used in drainage channels in cold regions, the joint part has excellent elasticity in three axes, so the stress applied to this part can be sufficiently absorbed, allowing water to absorb moisture. This has an excellent effect of avoiding damage caused by freezing, that is, damage such as cracks caused by stress concentration at joints.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案において使用するゴム製水路部
材の一部切欠き斜視図、第2図は本考案に係るゴ
ム製水路部材の接合部構造の斜視図、第3図は第
2図のA−A断面図である。 1……ゴム製水路部材、4……段差部、5……
端部、7……粘着層、8……保持板、10……締
め付け材。
Fig. 1 is a partially cutaway perspective view of the rubber water channel member used in the present invention, Fig. 2 is a perspective view of the joint structure of the rubber water channel member according to the present invention, and Fig. 3 is A of Fig. 2. -A sectional view. 1... Rubber water channel member, 4... Step portion, 5...
End portion, 7... Adhesive layer, 8... Holding plate, 10... Tightening material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ゴム中に塑性変形可能な金属材料からなる芯材
を埋設した断面U字型のゴム製水路部材同志の接
合部分において、上記水路部材の内側端部に設け
た肉厚の薄い段差部と他の水路部材の段差部を突
き合わせることによつて形成された溝部内に粘着
層と保持板を順次設置して他の領域と同一平面状
とし、更にこの領域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接合部構造。
At the joining part of the rubber water channel members each having a U-shaped cross section in which a core material made of a plastically deformable metal material is embedded in the rubber, a thin step part provided at the inner end of the water channel member and another An adhesive layer and a retaining plate are sequentially installed in the groove formed by butting the stepped portions of the water channel members to make it flush with other areas, and this area is further tightened with a tightening material at a substantially constant pitch. A joint structure of rubber waterway members characterized by being mechanically fixed.
JP17191887U 1987-11-09 1987-11-09 Expired JPH0340897Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17191887U JPH0340897Y2 (en) 1987-11-09 1987-11-09

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17191887U JPH0340897Y2 (en) 1987-11-09 1987-11-09

Publications (2)

Publication Number Publication Date
JPH0175136U JPH0175136U (en) 1989-05-22
JPH0340897Y2 true JPH0340897Y2 (en) 1991-08-28

Family

ID=31463917

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17191887U Expired JPH0340897Y2 (en) 1987-11-09 1987-11-09

Country Status (1)

Country Link
JP (1) JPH0340897Y2 (en)

Also Published As

Publication number Publication date
JPH0175136U (en) 1989-05-22

Similar Documents

Publication Publication Date Title
US4793162A (en) Method for repairing failed waterstops and products relating to same
US4749307A (en) Seal structure for joint between two structural sections
US5768838A (en) Polyurethane pitch pocket
JPH0340897Y2 (en)
US5493827A (en) Pitch pocket
JPH0340896Y2 (en)
CN111622184A (en) Flexible anti-seepage connecting structure for mask-toe board of mask rock-fill dam and construction method of flexible anti-seepage connecting structure
CN213268014U (en) Corrugated cover plate mounting structure for advanced construction of roof post-cast strip
US5452558A (en) Method for permanently repairing and sealing roofs
CN210766372U (en) Buried bridge expansion device
JP3391720B2 (en) Precast concrete soundproof wall and its construction method
KR102535311B1 (en) Expansion joint device for underpass
JP2891670B2 (en) Flexible joint structure of concrete product and concrete product having the flexible joint structure
CN220953542U (en) Water leakage-proof assembled concrete inspection well base
CN219586939U (en) Component for preventing seepage of internal corner
CN220487613U (en) Circular seam waterproof structure of oversized-section rectangular pipe-jacking pipe joint
JPH0513797Y2 (en)
JPH0735853Y2 (en) Slope protection block
CN219931269U (en) Concrete structure with seepage-proofing and crack-proofing properties
JPH0355621Y2 (en)
JPH0357241B2 (en)
JPS585687Y2 (en) Icicle prevention device between bridges
JPS6038771Y2 (en) concrete block
JP2553994B2 (en) Anticorrosion sheet Floor construction method and precast board used for it
JPH0419066Y2 (en)