JPH0218148Y2 - - Google Patents
Info
- Publication number
- JPH0218148Y2 JPH0218148Y2 JP9893186U JP9893186U JPH0218148Y2 JP H0218148 Y2 JPH0218148 Y2 JP H0218148Y2 JP 9893186 U JP9893186 U JP 9893186U JP 9893186 U JP9893186 U JP 9893186U JP H0218148 Y2 JPH0218148 Y2 JP H0218148Y2
- Authority
- JP
- Japan
- Prior art keywords
- grating
- gutter cover
- frame
- reinforcing bars
- gutter
- 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
- 230000003014 reinforcing effect Effects 0.000 claims description 32
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 13
- 238000009434 installation Methods 0.000 claims description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 10
- 238000003466 welding Methods 0.000 description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 7
- 238000007747 plating Methods 0.000 description 6
- 238000005520 cutting process Methods 0.000 description 5
- 229910052742 iron Inorganic materials 0.000 description 5
- 239000002184 metal Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、道路の路肩に沿つて設置される側溝
の開口部を閉じる側溝蓋に埋設される水抜き用グ
レーチングの改良に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an improvement in a drainage grating that is embedded in a gutter cover that closes the opening of a gutter installed along the shoulder of a road.
本考案は、内部に鉄筋が埋込まれたコンクリー
ト製の側溝蓋本体に埋設される枠体に格子を形成
して成る側溝蓋の水抜き用グレーチングにおい
て、側溝蓋本体に埋込まれる鉄筋に係合する断面
逆U字状の係止壁を枠体の対向側壁部分に設ける
ことにより、水抜き付側溝蓋の製造を容易にする
とともに耐久性の向上を図ることができるように
したものである。
The present invention relates to gratings for draining water from gutter covers, which are constructed by forming a grid on a frame that is embedded in a concrete gutter cover body with reinforcing bars embedded inside. By providing a matching locking wall with an inverted U-shaped cross section on the opposite side wall portion of the frame, it is possible to easily manufacture the drain-equipped gutter cover and improve its durability. .
一般に、道路の路肩に沿つて設置される側溝の
開口部を閉じる側溝蓋は、内部に鉄筋が埋込まれ
たコンクリート製のものが広く使用されており、
単に側溝の開口部を閉じるだけの機能のものと、
路上の雨水を吸収する水抜きの機能を有する構造
のものがある。
Generally, gutter covers that close the openings of gutter installed along the shoulders of roads are widely used to be made of concrete with reinforcing bars embedded inside.
Those that function simply to close the opening of the gutter;
Some have a structure that has a drainage function that absorbs rainwater from the road.
そして、水抜き付側溝蓋としては、例えば実公
昭54−4827号公報等に開示されているように、枠
体に格子を形成して成る水抜き用グレーチングを
埋設した構造のものが従来より知られている。 As disclosed in Japanese Utility Model Publication No. 54-4827, for example, gutter covers with drains have been known to have a structure in which a grating for draining is embedded in a frame body. It is being
従来、側溝蓋の水抜き用グレーチングは、亜鉛
ドブ付けメツキ等のメツキ処理を施した金属製の
ものが使用されており、側溝蓋の内部に埋込まれ
る鉄筋の一部を切断した部分に溶接にて固定され
ていた。そして、上記水抜き用グレーチングを溶
接した鉄筋を設置した型枠にコンクリートを流し
込んで水抜き付側溝蓋を製造するようにしてい
た。 Conventionally, gratings for draining water from gutter covers have been made of metal with a plating process such as zinc plating, and are welded to a cut part of the reinforcing steel that is embedded inside the gutter cover. It was fixed at. Then, concrete was poured into a formwork in which reinforcing bars to which the drainage grating was welded were installed, thereby producing a gutter cover with drainage.
ところで、上述のように側溝蓋の内部に埋込ま
れる鉄筋の一部を切断して、その部分に溶接にて
固定するよにした従来の水抜き用グレーチングで
は、上記溶接作業時にメツキ層に焼損を生じるこ
とにより錆が発生し易く、また、上記鉄筋の一部
を切断することによつて鉄筋構造の機械的強度を
確保し難いという問題点があつた。さらに、上記
溶接作業時に、メツキ層が焼けることによる有害
ガスの発生に対する対策が必要であつた。
By the way, as mentioned above, in the conventional grating for drainage, in which a part of the reinforcing bar embedded inside the gutter cover is cut and fixed to that part by welding, the plating layer is burnt out during the welding process. There were problems in that rust was likely to occur as a result of this, and it was difficult to ensure the mechanical strength of the reinforcing bar structure by cutting a portion of the reinforcing bars. Furthermore, it is necessary to take measures against the generation of harmful gases due to burning of the plating layer during the above-mentioned welding work.
そこで、本考案は、上述の如き従来の問題点に
鑑み、水抜き付側溝蓋の製造を容易にするととも
に耐久性の向上を図ることができるようにした新
規な構造の側溝蓋の水抜き用グレーチングを提供
するものである。 Therefore, in view of the above-mentioned conventional problems, the present invention has been developed for draining water from side gutter lids with a new structure that facilitates the manufacture of side gutter lids with water drains and improves durability. It provides grating.
本考案は、上述の目的を達成するために、内部
に鉄筋が埋込まれたコンクリート製の側溝蓋本体
に埋設される枠体に格子を形成して成る側溝蓋の
水抜き用グレーチングにおいて、上記枠体の対向
側壁の下端部分に、逆U字状の切り欠部を上記側
溝蓋本体に埋込まれる鉄筋の配設間隔に対応する
間隔で形成し、上記鉄筋が挿入される断面逆U字
状の係止壁を上記枠体の対向側壁の各切り欠部間
に連設したことを特徴としている。
In order to achieve the above-mentioned object, the present invention provides a grating for draining water from a gutter cover, which is formed by forming a lattice on a frame embedded in a concrete gutter cover body with reinforcing bars embedded inside. Inverted U-shaped notches are formed at the lower end of the opposite side wall of the frame body at intervals corresponding to the installation intervals of the reinforcing bars embedded in the gutter cover body, and the cross section into which the reinforcing bars are inserted is inverted U-shaped. The present invention is characterized in that a locking wall shaped like this is provided in succession between each notch portion of the opposing side wall of the frame.
本考案に係る側溝蓋の水抜き用グレーチング
は、枠体の対向側壁に形成した各切り欠部間に連
設した断面逆U字状の係止壁にて、側溝蓋本体に
埋込まれる鉄筋を係止することにより、鉄筋構造
に装着することができる。
The draining grating of the gutter cover according to the present invention has a locking wall with an inverted U-shaped cross section that is connected between each notch formed on the opposite side wall of the frame, and the reinforcing bar embedded in the gutter cover body. It can be attached to a reinforcing structure by locking it.
以下、本考案の一実施例について、図面に従い
詳細に説明する。
Hereinafter, one embodiment of the present invention will be described in detail with reference to the drawings.
第1図ないし第4図に示す実施例において、本
発明に係る水抜き用グレーチング10は、第1図
に示すように、平面コ字状に折曲形成された2枚
の枠板11A,11Bを突き合わせて溶接した枠
体11と、上記各枠板11A,11Bの各折曲片
間にそれぞれ懸架され上記枠体11の上面部分に
格子を形成する2枚の格子板12A,12Bとか
ら成る。 In the embodiment shown in FIGS. 1 to 4, the draining grating 10 according to the present invention includes two frame plates 11A and 11B that are bent into a U-shape in plan view. It consists of a frame 11 which is butted and welded, and two lattice plates 12A, 12B which are suspended between the bent pieces of each of the frame plates 11A, 11B and form a lattice on the upper surface of the frame 11. .
なお、上記各枠板11A,11Bは、その各折
曲片に形成した係止口13A,13Bに上記2枚
の格子板12A,12Bの両端を係止することに
より上記格子板12A,12Bを装着した状態で
突き合わ部分の溶接が行われる。さらに、上記各
枠板11A,11Bおよび格子板12A,12B
は、2本の鉄棒14A,14Bが貫通されてお
り、上記各鉄棒14A,14Bと溶接することに
より補強されている。 In addition, each of the frame plates 11A, 11B is configured to lock the two ends of the two lattice plates 12A, 12B into the locking openings 13A, 13B formed in each bent piece, thereby allowing the lattice plates 12A, 12B to Welding of the butt part is done while it is installed. Furthermore, each of the frame plates 11A, 11B and the lattice plates 12A, 12B
is penetrated by two iron rods 14A, 14B, and is reinforced by welding to each of the iron rods 14A, 14B.
また、上記枠体11の対向側壁11a,11b
の各下端部分には、所定の間隔(W)を持つて5
箇所に配置された逆U字状の各切り欠部15がそ
れぞれ形成されている。そして、鉄板を断面逆U
字状に折曲形成した係止壁16が、上記各切り欠
部15部分に溶接されている。 Further, opposing side walls 11a and 11b of the frame 11
5 with a predetermined interval (W) at the lower end of each
Respective inverted U-shaped notches 15 are formed at certain locations. Then, cross section the iron plate with an inverted U
A locking wall 16 bent into a letter shape is welded to each of the cutout portions 15 .
ここで、上記枠体11の対向側壁11a,11
bに形成する各切り欠部15は、この実施例の水
抜き用グレーチング10を埋設することにより形
成される第3図および第4図に示すように水抜き
付側溝蓋20の内部に埋込まれる鉄筋21の配設
間隔(Wo)に対応する間隔(W)を持つて配さ
れる。さらに、上記切り欠部15に溶接される係
止壁16は、上記鉄筋21を挿入することができ
るように上記鉄筋21の径(Do)よりも大きな
寸法(D)の逆U字状に折曲形成したものが用い
られている。 Here, the opposing side walls 11a, 11 of the frame 11
Each notch 15 formed in b is embedded in the side gutter cover 20 with a drain, as shown in FIGS. 3 and 4, which is formed by embedding the drain grating 10 of this embodiment. The reinforcing bars 21 are arranged at intervals (W) corresponding to the intervals (Wo) of the reinforcing bars 21. Further, the locking wall 16 welded to the notch 15 is folded into an inverted U shape with a dimension (D) larger than the diameter (Do) of the reinforcing bar 21 so that the reinforcing bar 21 can be inserted. A curved version is used.
そして、上述の如き構造の水抜き用グレーチン
グ10は、第2図に示すように、上記枠体11の
対向側壁11a,11bに形成した各切り欠部1
5間に連設した断面逆U字状の係止壁16にて上
記鉄筋21を係止するように鉄筋構造に装着し
て、図示しない型枠のコンクリートを流し込むこ
とにより、上記鉄筋21が湿気を含む空気に晒さ
れることにより錆ることがないように、第3図に
示すように上記鉄筋21を挿入係止した上記係止
壁16にて形成さる空間部分にもコンクリート2
2が充填され、第4図に示すような水抜き付側溝
蓋20の水抜き部分を構成する。なお、上記2本
の鉄棒14A,14Bの上記枠体11の外側に突
出する部分は、上記水抜き付側溝蓋20の埋設さ
れる上記水抜き用グレーチング10のアンカーと
して作用する。 As shown in FIG.
The reinforcing bars 21 are attached to the reinforcing steel structure so as to be locked by the locking walls 16 that have an inverted U-shaped cross section and are connected to each other, and concrete in a formwork (not shown) is poured into the reinforcing bars 21 to prevent moisture from entering the reinforcing bars 21. In order to prevent rust from being exposed to air containing
2 is filled to constitute the draining portion of the side gutter cover 20 with draining as shown in FIG. The portions of the two iron rods 14A, 14B that protrude outside the frame 11 act as anchors for the drainage grating 10 in which the drain-equipped gutter cover 20 is embedded.
この実施例のように、側溝蓋本体に埋込まれる
鉄筋21に係合する断面逆U字状の係止壁16を
枠体11の対向側壁11a,11b部分に設ける
ことにより、上記鉄筋21の切断や該鉄筋21と
上記枠体11との溶接作業等を必要とすることな
く、水抜き用グレーチング10を鉄筋構造に簡単
に装着して、水抜き付側溝蓋20を製造すること
ができる。上記水抜き用グレーチング10を用い
て製造した水抜き付側溝蓋20は、この水抜き用
グレーチング10を装着するのに上記鉄筋21を
切断する必要がないので、十分な機械的強度を確
保することができる。また、上記水抜き用グレー
チング10は、その枠体11を上記鉄筋21に溶
接しないので、溶接作業によるメツキ層の焼損等
を考慮する必要がない。さらに、上記水抜き用グ
レーチング10は、鉄筋構造とは完全に独立した
部品として取り扱うことができる。 As in this embodiment, by providing locking walls 16 having an inverted U-shaped cross section to engage the reinforcing bars 21 embedded in the gutter cover body on the opposite side walls 11a and 11b of the frame 11, the reinforcing bars 21 can be The draining grating 10 can be easily attached to the reinforcing steel structure, and the gutter cover 20 with draining can be manufactured without the need for cutting or welding the reinforcing bars 21 and the frame 11. The drain-equipped gutter cover 20 manufactured using the drain grating 10 does not require cutting the reinforcing bars 21 in order to attach the drain grating 10, and thus ensures sufficient mechanical strength. Can be done. Furthermore, since the frame body 11 of the draining grating 10 is not welded to the reinforcing bars 21, there is no need to consider burnout of the plating layer due to welding work. Furthermore, the draining grating 10 can be handled as a completely independent component from the reinforcing steel structure.
なお、上述の実施例では鉄板を用いて板金加工
により水抜き用グレーチング10を形成したが、
本考案に係る水抜き用グレーチングは、例えば第
5図に示す他の実施例のように、下部枠体30A
と上部枠体30Bから成る二段構造にして、上述
の如き断面逆U字状の係止壁36を対向側壁30
の各切り欠部35間に連設た下部枠体30Aを板
金加工により形成し、格子32が設けられる上部
枠体30Bを例えば合成樹脂材料にて射出成形す
るようにして、上記下部枠体30Aに上記上部枠
体30Bを装着するようにしてもよい。 In addition, in the above-mentioned example, the grating 10 for draining water was formed by sheet metal processing using an iron plate.
The draining grating according to the present invention has a lower frame 30A, for example, as in another embodiment shown in FIG.
The locking wall 36 having an inverted U-shaped cross section as described above is connected to the opposite side wall 30.
The lower frame 30A connected between each notch 35 is formed by sheet metal processing, and the upper frame 30B on which the lattice 32 is provided is injection molded, for example, from a synthetic resin material. The upper frame body 30B may be attached to the upper frame body 30B.
上述の実施例の説明から明らかなように本考案
に係る側溝蓋の水抜き用グレーチングは、側溝蓋
本体に埋込まれる鉄筋に係合する断面逆U字状の
係止壁を枠体の対向側壁部分に設けてあるので、
上記鉄筋を上記断面逆U字状の係止壁に挿入係止
することにより、鉄筋構造に簡単に装着すること
ができる。従つて、本考案に係る側溝蓋の水抜き
用グレーチングを用いることにより、上記鉄筋の
切断や該鉄筋と上記枠体との溶接作業等を必要と
することなく、水抜き付側溝蓋を容易に製造する
ことができる。また、上記水抜き用グレーチング
を用いて製造した水抜き付側溝蓋は、この水抜き
用グレーチングを装着するのに鉄筋を切断する必
要がないので、十分な機械的強度を確保すること
ができる。さらに、上記水抜き用グレーチング
は、その枠体を鉄筋に溶接しないので、溶接作業
によるメツキ層の焼損等を考慮する必要がなく、
また、鉄筋構造とは完全に独立した汎用性の高い
部品として提供することができる。
As is clear from the description of the above-mentioned embodiments, the gutter cover draining grating according to the present invention has a locking wall with an inverted U-shaped cross section that engages with reinforcing bars embedded in the gutter cover body, which is located opposite the frame body. Since it is installed on the side wall,
By inserting and locking the reinforcing bar into the locking wall having an inverted U-shaped cross section, it can be easily attached to the reinforcing bar structure. Therefore, by using the grating for draining water from gutter covers according to the present invention, it is possible to easily form gutter covers with water drains without the need for cutting the reinforcing bars or welding the reinforcing bars and the frame. can be manufactured. In addition, the drain-equipped gutter cover manufactured using the above-mentioned drain grating does not require cutting the reinforcing bars to attach the drain grating, so sufficient mechanical strength can be ensured. Furthermore, since the frame of the drainage grating is not welded to the reinforcing steel, there is no need to consider burnout of the plating layer due to welding work.
Furthermore, it can be provided as a highly versatile component that is completely independent of the reinforcing steel structure.
第1図は本考案に係る側溝蓋の水抜き用グレー
チングの一実施例を示す外観斜視図であり、第2
図は上記実施例の水抜き用グレーチングを鉄筋に
装着した状態の側面図および外観斜視図でり、第
3図および第4図は上記水抜き用グレーチングを
埋設した側溝蓋の要部断面図および平面図であ
る。第5図は本考案に係る側溝蓋の水抜き用グレ
ーチングの他の実施例を示す要部側面図である。
10……水抜き用グレーチング、11,30
A,30B……枠体、11a,11b,30a,
30b……対向側壁、12A,12B……格子
板、14……切り欠部、15,36……係止壁、
32……格子。
FIG. 1 is an external perspective view showing one embodiment of a grating for draining water from a gutter cover according to the present invention, and FIG.
The figures are a side view and an external perspective view of the drainage grating of the above embodiment attached to the reinforcing steel, and Figures 3 and 4 are sectional views and main parts of the gutter cover in which the drainage grating is embedded. FIG. FIG. 5 is a side view of a main part showing another embodiment of the grating for draining water from a gutter cover according to the present invention. 10...Grating for draining water, 11,30
A, 30B...frame body, 11a, 11b, 30a,
30b... Opposing side wall, 12A, 12B... Lattice plate, 14... Notch, 15, 36... Locking wall,
32... Lattice.
Claims (1)
蓋本体に埋設される枠体に格子を形成して成る側
溝蓋の水抜き用グレーチングにおいて、 上記枠体の対向側壁の下端部分に、逆U字状の
切り欠部を上記側溝蓋本体に埋込まれる鉄筋の配
設間隔に対応する間隔で形成し、上記鉄筋が挿入
される断面逆U字状の係止壁を上記枠体の対向側
壁の各切り欠部間に連設したことを特徴とする側
溝蓋の水抜き用グレーチング。[Scope of Claim for Utility Model Registration] In a grating for draining water from a gutter cover, which is formed by forming a grid on a frame embedded in a concrete gutter cover main body with reinforcing bars embedded inside, the opposite side wall of the frame. Inverted U-shaped notches are formed at the lower end portion of the gutter cover at intervals corresponding to the installation intervals of the reinforcing bars embedded in the gutter cover body, and a locking wall having an inverted U-shaped cross section into which the reinforcing bars are inserted. A grating for draining water from a gutter cover, characterized in that the above-mentioned frame body is provided in series between each notch part of the opposite side wall of the frame body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9893186U JPH0218148Y2 (en) | 1986-06-30 | 1986-06-30 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9893186U JPH0218148Y2 (en) | 1986-06-30 | 1986-06-30 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS635087U JPS635087U (en) | 1988-01-13 |
| JPH0218148Y2 true JPH0218148Y2 (en) | 1990-05-22 |
Family
ID=30967344
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9893186U Expired JPH0218148Y2 (en) | 1986-06-30 | 1986-06-30 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0218148Y2 (en) |
-
1986
- 1986-06-30 JP JP9893186U patent/JPH0218148Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS635087U (en) | 1988-01-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4715297A (en) | Safe construction and rebar coupling device for use therewith | |
| GB2316428A (en) | Drainage assembly | |
| JP3418606B2 (en) | Girder members for PC bridge | |
| JP2873780B2 (en) | Waterway block | |
| JP2011174352A (en) | Culvert side ditch with top surface slit | |
| JP2512327Y2 (en) | Concrete formwork for underground beams | |
| JP4308980B2 (en) | Concrete gutter lid | |
| JP2519064Y2 (en) | Assembling structure of reinforcing member for precast concrete curtain wall | |
| JP3078460U (en) | Fall prevention device for manhole | |
| JPH0214499B2 (en) | ||
| JPS635087U (en) | ||
| KR100657228B1 (en) | The head reinforce equipment of a steel pipe pile | |
| JPH0218144Y2 (en) | ||
| JPS6215348Y2 (en) | ||
| JPH053582Y2 (en) | ||
| JP7062309B2 (en) | Buried lid and gutter using it | |
| JPH0542148Y2 (en) | ||
| JPS642003Y2 (en) | ||
| JP3599328B2 (en) | Lid for connection side groove | |
| JPS6214219Y2 (en) | ||
| JP3073346U (en) | Concrete drain block | |
| JP2000087438A (en) | Draining grating, side gutter lid having the same, and manufacture of side gutter lid | |
| KR840000304Y1 (en) | Prefabricating base block for a fence | |
| JP2580967Y2 (en) | Hardware for through holes in underground foundation beams | |
| JPS632534Y2 (en) |