JPS5935670Y2 - combination road gutter - Google Patents
combination road gutterInfo
- Publication number
- JPS5935670Y2 JPS5935670Y2 JP15335480U JP15335480U JPS5935670Y2 JP S5935670 Y2 JPS5935670 Y2 JP S5935670Y2 JP 15335480 U JP15335480 U JP 15335480U JP 15335480 U JP15335480 U JP 15335480U JP S5935670 Y2 JPS5935670 Y2 JP S5935670Y2
- Authority
- JP
- Japan
- Prior art keywords
- side wall
- gutter
- printing plate
- road gutter
- combination road
- 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】
この考案は工場生産された鉄筋コンクリート側壁ブロッ
クと着版とを組合せ、現場の条件に合った落し蓋武道路
側溝を経済的に形成しようとするものである。[Detailed explanation of the invention] This invention is an attempt to economically form a road gutter that meets the conditions of the site by combining factory-produced reinforced concrete side wall blocks and a plate.
従来の落し蓋式の側溝ブロックは蓋受部のある両側壁と
底部とが一体に構成され、予じめ深さ幅などを規格化し
て工場生産するものであるため、低コストで供給される
ものの現場の条件に合った深さに施工出来ない欠点があ
り、さらに着版が側壁の蓋受部から取外し自在になるよ
うクリアランスが設けられているので維持管理上便利で
ある反面、側圧を側壁だけで片持梁として支えざるをえ
ない構造であり、深い側溝は強度」二弱点となっている
。Conventional drop-lid type gutter blocks consist of both side walls with lid holders and the bottom part integrated, and are factory-produced with depth and width standardized in advance, so although they can be supplied at low cost. It has the disadvantage that it cannot be installed at a depth that matches the site conditions.Furthermore, clearance is provided so that the printing plate can be removed from the lid holder on the side wall, which is convenient for maintenance and management. The structure has no choice but to be supported as a cantilever beam, and the deep gutters are its two weak points.
この考案は、上記したような従来のものの欠点を除くよ
うに工夫したものであって、この実施例を添付図面に示
すものについて説明すると、この考案においては第１図
に示すように対向する側壁４．４が底梁５，５によって
固定された側壁ブロック１を設置し、底部を必要な深さ
に現場打コンクリート３で仕上げ、側壁ブロック１，１
の接合目地モルタル６を填充したのち着版ブロック２を
はめこみ構成されるものであるが、側壁ブロックは第２
図に示すとおり蓋受部小段７を着版の厚みに合致して設
けた側壁４，４が複数の底梁５で連結されており、側壁
両端部内面側には目地溝８を設けである。This invention has been devised to eliminate the drawbacks of the conventional ones as described above, and to explain this embodiment as shown in the attached drawings, in this invention, as shown in FIG. 4. Install the side wall block 1 fixed by the bottom beams 5, 5, finish the bottom with cast-in-place concrete 3 to the required depth, and install the side wall block 1,
It is constructed by filling the joint joint mortar 6 and then fitting the plate-forming block 2, but the side wall block is
As shown in the figure, the side walls 4 are connected by a plurality of bottom beams 5, and the side walls 4 are provided with a small step 7 for the lid holder to match the thickness of the printing plate, and a joint groove 8 is provided on the inner surface of both ends of the side walls. .
さらに、蓋受部の立上り面９は着版を取外し自在とする
ためのクリアランス１０を加味して立上っており、同時
に部分的にクリアランスが始どなくなるよう突出た面１
１をも設けである。Furthermore, the rising surface 9 of the lid receiving portion rises to allow for a clearance 10 to allow the printing plate to be removed freely, and at the same time, a protruding surface 1 is formed so that the clearance partially disappears.
1 is also provided.
この突出面１１は図示のものでは両端に設けであるが側
壁ブロックの長さが長大なものの場合には、さらに中央
部分や複数箇所に設けることもある。In the illustrated example, the protruding surfaces 11 are provided at both ends, but if the side wall block is long, they may be provided in the center or at multiple locations.
そして突出面１１の上端は側溝天端１２よりも下げてお
くことがよい。The upper end of the protruding surface 11 is preferably lower than the top end 12 of the side gutter.
さらに突出面１１の幅は着版１枚に合うよう着版２の幅
よりもやや小さ目のものがよい。Further, the width of the protruding surface 11 is preferably slightly smaller than the width of the plate 2 so as to fit one plate.
また着版２は第３図に示すように荷重に対応して設計さ
れた一定の厚みと幅ならびに長さを有し、図示のもので
は排水口と手掛をかねた切欠部１３を設けである。Further, as shown in Fig. 3, the plate 2 has a certain thickness, width, and length designed to correspond to the load, and the one shown has a notch 13 that serves as a drain port and a hand grip. be.
上記したようなこの考案によるものの側溝ブロックの施
工状態は第１図に示すようになるものであって、切込砂
利、栗石などを突固めた基礎１４の上に均しコンクリー
ト１５を施したのち側壁ブロック１を設置し、必要な深
さに底部コンクリート３を打設するのであるが、一般に
底部コンクリートの厚みは５ｃｍ程度で十分であるため
、底をあげる場合には第１図に示すように砂１６などを
用いることが経済的である。The construction state of the gutter block according to this invention as described above is as shown in Fig. 1, in which leveled concrete 15 is applied on a foundation 14 made of compacted gravel, chestnut stone, etc. The side wall blocks 1 are installed and the bottom concrete 3 is poured to the required depth. Generally, the thickness of the bottom concrete is about 5 cm, so when raising the bottom, as shown in Figure 1. It is economical to use sand 16 or the like.
そして側壁ブロック１，１間に目地モルタル６を填充し
て側壁ブロックの据付が糸冬る。Then, joint mortar 6 is filled between the side wall blocks 1, 1, and the installation of the side wall blocks is completed.
次に、着版２を第４図に示すとおり側壁プロツりの突出
面１１のある蓋受部にセットするのであるが、この部分
は着版があそびのない固定状態でおさまり、なお・施工
完了後の側圧による側壁４，４間の内側への微小なたわ
みによって、より十分な支梁として固定されるものであ
り、さらにまた、第５図に示すように固定部分の上部に
生ずるクリアランス１０にモルタル１７を填充して着版
２を固定支梁として密着強化させることもできる。Next, as shown in Fig. 4, the printing plate 2 is set on the lid holder part with the protruding surface 11 of the side wall protrusion, but in this part the printing plate is fixed in a fixed state without any play, and the construction is completed. Due to the slight inward deflection between the side walls 4 and 4 due to the later lateral pressure, it is fixed as a more sufficient support beam, and furthermore, as shown in FIG. It is also possible to strengthen the adhesion by filling the plate 2 with mortar 17 and using it as a fixed support beam.
この場合、モルタル１７の仕上げ面１８は側溝天端１２
より多少下げることが完成後の路面の排水をよくするた
め、および着脱自在部分と蓋２のおさまりが外観的に一
様となるために有効である。In this case, the finished surface 18 of the mortar 17 is the top of the gutter 12.
It is effective to lower the lid a little more to improve drainage of the road surface after completion and to ensure that the removable portion and the lid 2 fit uniformly in appearance.
さらに引続いて第６図に示すように残された立上り面９
の蓋受部分に着版２を取外し自在状態にセットして据付
が終了する・
このあと、両外側面を埋戻して転圧し全体の施工が完了
する。Further, as shown in FIG. 6, the remaining rising surface 9
The installation is completed by setting the printing plate 2 on the lid holder so that it can be removed freely. After this, both outer surfaces are backfilled and compacted to complete the entire construction.
上記したようなこの考案によれば、必要な断面深さにコ
ンクリートを打設することが出来るので現場の排水条件
に最も適合した側溝を設けることが出来、且つ上部が開
放された状態においての底部コンクリートの打設および
目地の填充作業のため施工が迅速確実である。According to this invention as described above, it is possible to place concrete to the required cross-sectional depth, so it is possible to provide a gutter that best suits the drainage conditions at the site. Construction is quick and reliable as concrete is poured and joints are filled.
さらに一種類の着版を用いるだけで簡便に固定支梁とな
る部分と、取外し自在の部分とが一様な外観で構成され
、側壁を上部と下部とで支持する形式の外圧に対して強
度上合理的な側壁構造とすることが出来、厚み配筋が節
約されることに加え完成後の維持管理が容易となり全体
として経済的である。Furthermore, by using one type of plate, the part that can be easily fixed as a support beam and the removable part have a uniform appearance, and are strong enough to withstand external pressure when the side wall is supported at the top and bottom. Moreover, it is possible to have a rational side wall structure, and in addition to saving on thickness reinforcement, maintenance after completion is easy, and it is economical as a whole.
なお、また単純な形状の着版２と併せ側壁ブロック１も
上が開放されたＵ形であるため工場生産に適しており、
安価に供給出来、現場の施工にお・いても取扱いが容易
なものであるから工業的効果の大きい考案である。In addition, in addition to the simple shape of the printing plate 2, the side wall block 1 is also U-shaped with an open top, making it suitable for factory production.
It is an idea that has great industrial effects because it can be supplied at a low cost and is easy to handle even during on-site construction.
第１図はこの考案による組合せ道路側溝の施工状態を示
す切欠斜面図、第２図および第３図はその構成部材の斜
面図、第４図および第５図は第１図のａ −ａ線にそっ
た部分断面図、第６図は第１図のｂ−ｂ線にそった部分
断面図である。Figure 1 is a cutaway slope view showing the construction state of the combined road gutter according to this invention, Figures 2 and 3 are slope views of its constituent members, and Figures 4 and 5 are line a-a in Figure 1. FIG. 6 is a partial cross-sectional view taken along line bb in FIG. 1.
Claims (1)
する側壁４，４の底部を複数の底梁５によって連結した
側壁ブロック１を用い、底面コンクリート３を現場で打
設し、着版２を固定支梁状態と取外し自在状態とにセッ
トする組合せ道路側溝。” Using a side wall block 1 in which the bottoms of the side walls 4, 4 having a partially protruding surface 11 on the rising inner surface 9 of the two-part lid receiving part are connected by a plurality of bottom beams 5, the bottom concrete 3 is poured on site, A combination road gutter that sets the printing plate 2 in a fixed support state and a freely removable state.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15335480U JPS5935670Y2 (en) | 1980-10-27 | 1980-10-27 | combination road gutter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15335480U JPS5935670Y2 (en) | 1980-10-27 | 1980-10-27 | combination road gutter |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5775082U JPS5775082U (en) | 1982-05-10 |
| JPS5935670Y2 true JPS5935670Y2 (en) | 1984-10-02 |
Family
ID=29512610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15335480U Expired JPS5935670Y2 (en) | 1980-10-27 | 1980-10-27 | combination road gutter |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5935670Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6126415B2 (en) * | 2013-03-06 | 2017-05-10 | 株式会社イトーヨーギョー | Co-grooving method for side grooves |
-
1980
- 1980-10-27 JP JP15335480U patent/JPS5935670Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5775082U (en) | 1982-05-10 |
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