JPH09217412A - Construction method of grating to trench body and grating - Google Patents

Construction method of grating to trench body and grating

Info

Publication number
JPH09217412A
JPH09217412A JP4677996A JP4677996A JPH09217412A JP H09217412 A JPH09217412 A JP H09217412A JP 4677996 A JP4677996 A JP 4677996A JP 4677996 A JP4677996 A JP 4677996A JP H09217412 A JPH09217412 A JP H09217412A
Authority
JP
Japan
Prior art keywords
grating
concrete
groove
laying
side walls
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.)
Granted
Application number
JP4677996A
Other languages
Japanese (ja)
Other versions
JP3290882B2 (en
Inventor
Jiro Nimura
二郎 丹村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NIMURA KK
Original Assignee
NIMURA KK
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 by NIMURA KK filed Critical NIMURA KK
Priority to JP04677996A priority Critical patent/JP3290882B2/en
Publication of JPH09217412A publication Critical patent/JPH09217412A/en
Application granted granted Critical
Publication of JP3290882B2 publication Critical patent/JP3290882B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To promote simplification and efficiency of the process of working and, at the same time, to simplify the construction of a form to reduce a cost and a construction period of time when a concrete form consisting of inside templates and outside templates forming side walls of a trench is erected on a concrete foundation panel, ready mixed concrete is placed on the concrete form to form a U-shaped trench body and a grating is constructed on the surface thereof. SOLUTION: A grating 1 is constructed on inside templates 12, certain parts on both sides are made as projection parts 4, they are projected from the inside templates 12 to set and, at the same time, concrete non-adhesive polystyrene foam liner members 8A and resin plate liner members 8B are provided in parallel with sides 5 and lower surface 6 of the projection parts 4 lengthwise of the projection parts 4 in succession. Then, ready-mixed concrete 16 is placed from the upper part of a concrete form 14 to form side walls 11A and 11b of a trench, and after the solidification thereof, the concrete form 14 is removed, and the molding of a trench body 10 and the construction of the grating 1 are simultaneously carried out.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、U字形状の溝体の
上端に嵌めて、その溝体の上方開口部に敷設するグレー
チングの敷設方法と、そのグレーチングに関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a grating laying method which is fitted on an upper end of a U-shaped groove body and is laid in an upper opening of the groove body, and a grating.

【0002】[0002]

【従来の技術】グレーチングは長方形の枠体の内側に、
ベアリングバー等の支承材を格子状に配設した基本形状
を有し、溝側壁を対向立設したコンクリート製の横断面
U字形状の溝体の上端に嵌めて装着され、その上面を車
輌や歩行者が通行できるようにして使用される。そし
て、そのグレーチングは溝体の掃除や保守点検・交換が
自由に行えるように、溝体から外し可能の状態に敷設さ
れる。
2. Description of the Related Art Grating is placed inside a rectangular frame.
It has a basic shape in which bearing materials such as bearing bars are arranged in a grid pattern, and the side walls of the groove are fitted and mounted on the upper end of a groove body made of concrete and having a U-shaped cross section. It is used so that pedestrians can pass through. The grating is laid so that it can be removed from the groove so that cleaning, maintenance, inspection and replacement of the groove can be performed freely.

【0003】以上のグレーチングの溝体への敷設方法は
以下の手順・手法によって行われている。即ち、図3参
照・まずグレーチング1を敷設する溝体10を形成する
において、溝体10の左右の溝側壁11A・11Bのコ
ンクリート型枠14を、溝体10の底となるコンクリー
ト台盤15の上に立設配設する。そして、そのコンクリ
ート型枠14は溝側壁11A・11Bの両面を枠囲いす
る内側型板12と外側型板13を対向立設したものが用
いられ、それぞれの内側型板12は上端内側に、長手方
向に伸長する角材20を釘止め打設すると共に、その角
材20の外周に、アンカーボルトつきアングル材21が
外側下側コーナーに嵌めて釘止め添設され、溝側壁11
A・11Bを打設するためのコンクリート型枠14が形
成される。
The above-mentioned method of laying the grating in the groove is performed by the following procedure and method. That is, refer to FIG. 3. First, in forming the groove body 10 in which the grating 1 is laid, the concrete formwork 14 of the left and right groove side walls 11A and 11B of the groove body 10 is replaced with the concrete base 15 which is the bottom of the groove body 10. Stand upright. As the concrete formwork 14, an inner formwork 12 and an outer formwork 13 that surround the both sides of the groove side walls 11A and 11B are provided so as to face each other. A square bar 20 that extends in the direction is nailed, and an angle bar 21 with an anchor bolt is attached to the outer lower corner of the square bar 20 by nailing and attached to the groove side wall 11.
A concrete formwork 14 for placing A and 11B is formed.

【0004】続いて、そのコンクリート型枠14の上方
開口部から生コンクリート16を打設し、コンクリート
固化後に、アングル材21を残したまま角材20を含む
コンクリート型枠14を外して、上端内側にグレーチン
グ装着凹溝9を有する一対の溝側壁11A・11Bを形
成する。そして、そのグレーチング装着凹溝9にグレー
チング1を嵌め外し自在にして嵌め着け装着される。
Then, the ready-mixed concrete 16 is poured from the upper opening of the concrete form 14, and after the concrete is solidified, the concrete form 14 including the square members 20 is removed with the angle member 21 left, and the inside of the upper end is placed. A pair of groove side walls 11A and 11B having the grating mounting concave groove 9 is formed. Then, the grating 1 is removably fitted into the grating mounting groove 9 and is fitted and mounted.

【0005】[0005]

【発明が解決しようとする課題】以上の従来の溝体10
の形成方法とグレーチングの敷設方法は、予め所定形状
にコンクリート形成した溝体10に、グレーチング1を
後付け装着するので、ツーステップ工法となり作業プロ
セスが煩雑化して手数がかかる。そして、溝側壁11A
・11Bにグレーチング装着凹溝9を設けるために、コ
ンクリート型枠14に角材20やアングル材21を取付
け固定する作業が必要になるので、コンクリート型枠1
4の構造が複雑化して、コンクリート打設前の型枠設定
に手数と時間がかかると共にコスト高になる。
The above-mentioned conventional groove body 10
In the method of forming and the method of laying the grating, since the grating 1 is retrofitted to the groove 10 formed in advance into concrete in a predetermined shape, it becomes a two-step method, and the work process becomes complicated and troublesome. And the groove side wall 11A
Since it is necessary to attach and fix the corner members 20 and the angle members 21 to the concrete formwork 14 in order to provide the groove 9 for mounting the grating in 11B, the concrete formwork 1
The structure of No. 4 becomes complicated, and it takes time and effort to set up the formwork before placing concrete, and the cost increases.

【0006】本発明は、以上の従来技術の難点を解消す
る溝体へのグレーチングの敷設方法と、そのグレーチン
グを提供するものである。
The present invention provides a method of laying a grating on a groove body, which solves the above problems of the prior art, and the grating.

【0007】[0007]

【課題を解決するための手段】以上の技術課題を解決す
る本発明は「溝体の左右の溝側壁を、内側型板と外側型
板を対向立設したコンクリート型枠にコンクリート打設
して形成し、前記溝体の上部開口部に、グレーチングを
嵌めて敷設するにおいて、前記コンクリート型枠の内側
型板を、対となる外側型板より、前記グレーチングの高
さ分だけ低く設定して、上端にグレーチングを載設する
と共に、設定姿勢のグレーチングの両端部分の若干を、
対となる前記外側型板の方向へ突き出しセットし、前記
突き出し部分の先端面と下面に、コンクリート非接着質
のライナー材を連続添設し、しかるのち、前記コンクリ
ート型枠にコンクリートを打設して前記溝側壁を形成す
ると同時に、前記溝側壁にグレーチングを敷設すること
を特徴とする溝体へのグレーチングの敷設方法」と、
According to the present invention for solving the above technical problems, "the left and right groove side walls of a groove body are concrete-cast into a concrete formwork in which an inner mold plate and an outer mold plate are erected upright. Formed, in the upper opening of the groove body, in laying by fitting the grating, the inner template of the concrete formwork is set lower than the pair of outer templates by the height of the grating, While installing the grating on the upper end, slightly on both ends of the grating in the setting posture,
Set to project in the direction of the outer mold plate to be a pair, continuously attach a liner material of non-concrete concrete to the tip surface and the lower surface of the projecting portion, and then pour concrete into the concrete formwork. Forming the groove side wall at the same time, laying a grating on the groove side wall, the method of laying grating on the groove body,

【0008】「横断面U字形状の溝体の左右の溝側壁上
端のグレーチング装着凹溝に嵌めて敷設するグレーチン
グにおいて、前記グレーチング装着凹溝の溝面に接合す
る側縁部分に、コンクリート非接着材質のライナー材を
添設した構造を特徴とするグレーチング」になってい
る。そして、そのライナー材は、非コンクリート接着性
を有する発泡樹脂板・非発泡樹脂板・木材板・ゴム板・
紙板・テープ、または、アルミニウム板・ステンレス板
等の金属板によって形成され、そのうち、グレーチング
の側周に添設するライナー材は、溝側壁のコンクリート
固化後に、取り外し自在となるよう仮接着したり掛け止
め係止して添着することがある。
[In a grating which is installed by being installed in the grating mounting groove at the upper ends of the left and right groove side walls of the groove body having a U-shaped cross section, concrete non-adhesive is adhered to the side edge portion which is joined to the groove surface of the grating mounting groove. It is a grating featuring a structure with a liner material attached. The liner material is a foamed resin plate, a non-foamed resin plate, a wood plate, a rubber plate, which has non-concrete adhesiveness.
The liner material that is formed of paper plate / tape or metal plate such as aluminum plate / stainless plate, etc., of which the side line of the grating is attached, is temporarily adhered or hung so that it can be removed after the groove side wall is solidified with concrete. It may be stopped and locked and attached.

【0009】[0009]

【作用】以上の本発明のグレーチングの敷設方法と、そ
れに用いるグレーチングは、コンクリートを打設して形
成する溝側壁のグレーチング装着凹溝と接合するグレー
チングの側縁部分に、前記のライナー材が添設されてい
るので、コンクリート型枠にグレーチングを載設した状
態でコンクリート打設しても、そのグレーチングは溝側
縁のコンクリートに接着しないので溝体から外し自在と
なり、溝側壁とグレーチングの敷設が同時に可能にし
て、溝体のコンクリート成形とグレーチング敷設の一連
のプロセスが簡素化できる。
The above-described method of laying grating of the present invention and the grating used therefor are such that the above-mentioned liner material is added to the side edge portion of the grating that is joined to the groove for mounting the grating on the side wall of the groove formed by pouring concrete. Since it is installed, even if concrete is placed with the grating placed on the concrete formwork, the grating does not adhere to the concrete on the side of the groove, so it can be removed from the groove body, and the side wall of the groove and the grating can be laid. By enabling it at the same time, a series of processes of concrete molding of the groove and laying of the grating can be simplified.

【0010】そして、そのライナー材つきグレーチング
を、コンクリート型枠に単に載設するのみで良く、前記
従来の角材20やアングル材21が無用になるので、コ
ンクリート型枠の設定作業が簡素化して能率化できる。
そして、そのグレーチングの側縁下面とグレーチング装
着凹溝との間に介在するライナー材は、応分の耐圧強度
と弾性強度を有するものにしておくと、敷設姿勢のグレ
ーチングの緩衝材として機能する。
Since the grating with the liner material is simply mounted on the concrete formwork, the conventional square members 20 and angle members 21 are unnecessary, so that the setting work of the concrete formwork is simplified and the efficiency is improved. Can be converted.
If the liner material interposed between the lower surface of the side edge of the grating and the groove for mounting the grating is made to have appropriate pressure resistance and elastic strength, it functions as a cushioning material for the grating in the laid posture.

【0011】[0011]

【発明の実施の形態】本発明の溝体へのグレーチングの
敷設方法とグレーチングは、以下のように実施される。
BEST MODE FOR CARRYING OUT THE INVENTION The method for laying a grating on a groove and the grating according to the present invention are carried out as follows.

【0012】[0012]

【実施例】以下、本発明一実施例のグレーチングの敷設
方法とグレーチングを示す図1を参照して詳しく説明す
る。即ち、帯材を縦方向にして長方形の枠体を形成する
枠部2の内側を、ベアリング材3等によって格子状に区
画したグレーチング1を、コンクリート基盤15の上に
コンクリート型枠14を立設セットしてコンクリートを
打設し、溝側壁11A・11Bを有する横断面U字形状
の溝体10を現地形成し、その溝体10の上端に敷設す
るにおいて、以下の手法・手順によって、溝体10のコ
ンクリート打設成形と同時にグレーチング1が敷設され
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A grating laying method and a grating according to an embodiment of the present invention will be described below in detail with reference to FIG. That is, the grating 1 in which the inner side of the frame portion 2 forming a rectangular frame body with the strip material in the vertical direction is partitioned in a lattice shape by the bearing material 3 and the like, the concrete formwork 14 is erected on the concrete base 15. In setting and pouring concrete, a groove body 10 having a U-shaped cross section having groove side walls 11A and 11B is locally formed, and laid on the upper end of the groove body 10, the groove body is formed by the following method / procedure. Grating 1 is laid at the same time as 10 concrete casting.

【0013】まず、左右の溝側壁11A・11Bを形成
する内側型板12と外側型板13からなるコンクリート
型枠14をコンクリート台盤15に立設セットするに際
し、内側型板12を、外側型板13よりグレーチング1
の高さHに相当する分だけ低くしてセットし、その対向
一対の内側型板12から、それぞれが対となる外側型板
13の方向へ、グレーチング1の側縁部分の若干が左右
等量に突出した突出部分4を設定してセットする。
First, when the concrete formwork 14 consisting of the inner formwork 12 forming the left and right groove side walls 11A and 11B and the outer formwork 13 is set upright on the concrete bed 15, the inner formwork 12 is moved to the outer form. Grating 1 from board 13
The height of the grating 1 is set lower by an amount equivalent to the height H of the grating 1, and a part of the side edge portion of the grating 1 is equidistant from the pair of inner mold plates 12 facing each other toward the outer mold plate 13 forming a pair. Set and set the protruding portion 4 protruding to the.

【0014】そして、そのグレーチング1の突出部分4
の先端面に当る枠部2の側面5には、発泡スチロール製
薄板(約5粍厚さ)のライナー材8Aが、容易に離脱で
きるように、枠部2の長手方向に点付け接着して添設さ
れると共に、その突出部分4の下面6には、応分の耐圧
強度と弾性強度を有する硬質ゴム製(または硬質樹脂
製)のライナー材8B(厚さ約5粍)が、下面6の長手
方向に添着されており、このライナー材8A・8Bを有
するグレーチング1は前記の姿勢で載設セットされる。
Then, the protruding portion 4 of the grating 1
On the side surface 5 of the frame portion 2 that comes into contact with the front end surface of the frame portion 2, a liner material 8A made of a Styrofoam thin plate (about 5 m thickness) is attached by adhering it in the longitudinal direction of the frame portion 2 so that it can be easily removed. On the lower surface 6 of the protruding portion 4, a liner material 8B (having a thickness of about 5) made of hard rubber (or made of hard resin) having an appropriate pressure resistance and elastic strength is provided. The grating 1 which is attached in the direction and has the liner materials 8A and 8B is placed and set in the posture described above.

【0015】しかるのち、その左右一対のコンクリート
型枠14の上方開口部から生コンクリート16を打設し
て固化させ、その固化後にコンクリート型枠14を外す
と共に、ライナー材8Aが外され、打設固化された溝側
壁11A・11Bとグレーチング1の枠部2との間に、
応分のクリヤランス17を設け、溝体10の上端のグレ
ーチング装着凹溝9にグレーチング1が外し自在に敷設
される。
Thereafter, the fresh concrete 16 is poured from the upper openings of the pair of left and right concrete formwork 14 to be solidified, and after the solidification, the concrete formwork 14 is removed and the liner material 8A is removed and placed. Between the solidified groove side walls 11A and 11B and the frame portion 2 of the grating 1,
A corresponding clear lance 17 is provided, and the grating 1 is laid freely in the grating mounting groove 9 at the upper end of the groove body 10.

【0016】以上の図1実施例のものは、前記の作用が
あり、コンクリート打設した溝側壁11A・11Bのグ
レーチング装着凹溝9とグレーチング1のライナー材つ
き側縁部分が接合するので、グレーチング1が自由に外
せると共に、溝側壁11A・11Bのコンクリート打設
と、溝体10の打設成形が同時にできる。そして、コン
クリート型枠14に角材20やアングル材21を設ける
必要がないので、コンクリート型枠14の構造と設定工
事が簡素化し、工期の短縮とコスト低減ができる。
The embodiment of FIG. 1 described above has the above-mentioned action, and the grating mounting groove 9 of the groove sidewalls 11A and 11B made of concrete is joined to the side edge portion of the grating 1 with the liner material. 1 can be freely removed, and concrete pouring of the groove side walls 11A and 11B and pouring and molding of the groove body 10 can be performed at the same time. Since it is not necessary to provide the square members 20 and the angle members 21 on the concrete form 14, the structure and setting work of the concrete form 14 can be simplified, and the construction period and cost can be reduced.

【0017】なお、本発明のグレーチング1は前記の実
施例に限定されず、ライナー材8は図2に例示するよう
に、横断面L字形の一体物にしてグレーチング1の突出
部分のコーナーに嵌め着ける形状にしたり、突出部分4
の下面6に添設するライナー材8Bは、一般に用いられ
ている公知の粘着テープを貼り付けるのみでも良く、さ
らに、ライナー材8は、グレーチング1の形成後に添設
して工事現場へ運搬するタイプにしたり、グレーチング
1と別体に準備してコンクリート型枠14に載置する直
前に添設するタイプにしても良い。
The grating 1 of the present invention is not limited to the above-mentioned embodiment, and the liner material 8 is formed as an integral body having an L-shaped cross section and is fitted to the corner of the protruding portion of the grating 1 as shown in FIG. Wearable shape or protruding part 4
The liner material 8B attached to the lower surface 6 of the above may be simply affixed with a publicly known adhesive tape, and the liner material 8 may be attached after the formation of the grating 1 and transported to the construction site. Alternatively, the type may be prepared separately from the grating 1 and attached immediately before being placed on the concrete formwork 14.

【0018】そして、突出部分4の下面6に添設するラ
イナー材8Bは、溝側壁11A・11Bの固化後に、グ
レーチング1を持ち上げて外し、ライナー材8B不存在
の状態にしてグレーチング1を敷設しても良く、枠部2
の側面5に添設したライナー材8Aは、そのままにして
おいてグレーチング1を外す必要があるときは、そのま
まグレーチング1を持ち上げて外すようにしても良く、
さらに、ライナー材8Aは図示のように枠部2に掛け止
めする掛止片18や引き上げ把手19を突設する形状に
することがある。
The liner material 8B attached to the lower surface 6 of the protruding portion 4 is lifted and removed after the groove side walls 11A and 11B are solidified, and the liner material 8B is absent, and the grating 1 is laid. May be, frame 2
When it is necessary to remove the grating 1 while leaving the liner material 8A attached to the side surface 5 of the above, the grating 1 may be lifted and removed as it is,
Further, the liner material 8A may have a shape in which a hooking piece 18 and a pull-up handle 19 which are hooked to the frame portion 2 are provided in a protruding manner as shown in the figure.

【0019】[0019]

【発明の効果】以上の説明のとおり、本発明の溝体への
グレーチングの敷設方法とグレーチングは、コンクリー
ト型枠を用いて現地で溝体をコンクリート打設してグレ
ーチングを敷設する場合において、溝体のコンクリート
打設成形からグレーチング敷設に至る一連のプロセスを
簡素化能率化すると共に、コンクリート型枠の構造を簡
素化し、当該工事の工期短縮と工事費コストの低減を図
る効果がある。
Industrial Applicability As described above, the method of laying grating in the groove body and the grating of the present invention are the same as those in the case where the groove body is concrete-cast on site using a concrete formwork. This has the effects of simplifying and streamlining the series of processes from casting concrete to laying grating and simplifying the structure of the concrete formwork, thereby shortening the construction period and reducing the construction cost.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明一実施例の溝体へのグレーチングの敷設
方法とグレーチングを示し、(A)はその敷設方法の手
順・手法を説明する正面図、(B)はグレーチングの斜
視図
1A and 1B show a method of laying a grating on a groove and a grating according to an embodiment of the present invention, FIG. 1A is a front view for explaining the procedure / method of the laying method, and FIG. 1B is a perspective view of the grating.

【図2】本発明の他の実施例のグレーチングのライナー
材を示し、(A)(B)(C)ともその部分斜視図
FIG. 2 shows a grating liner material according to another embodiment of the present invention, in which (A), (B) and (C) are partial perspective views thereof.

【図3】従来の溝体へのグレーチングの敷設方法の手順
・手法の説明図
FIG. 3 is an explanatory view of a procedure and a method of laying a grating on a conventional groove body.

【符号の説明】[Explanation of symbols]

1 グレーチング 2 枠部 3 ベアリングバー 4 グレーチングの突出部分 5 突出部分の側面 6 突出部分の下面 8A・8B ライナー材 9 グレーチング装着凹溝 10 溝体 11A・11B 溝側壁 12 内側型板 13 外側型板 14 コンクリート型枠 15 コンクリート台盤 16 生コンクリート 18 掛止片 19 持ち上げ把手 1 grating 2 frame part 3 bearing bar 4 protruding part of grating 5 side surface of protruding part 6 lower surface of protruding part 8A / 8B liner material 9 groove for mounting grating 10 groove body 11A / 11B groove side wall 12 inner template 13 outer template 14 Concrete formwork 15 Concrete base 16 Raw concrete 18 Latching piece 19 Lifting handle

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 溝体の左右の溝側壁を、内側型板と外側
型板を対向立設したコンクリート型枠にコンクリート打
設して形成し、前記溝体の上部開口部に、グレーチング
を嵌めて敷設するにおいて、前記コンクリート型枠の内
側型板を、対となる外側型板より、前記グレーチングの
高さ分だけ低く設定して、上端にグレーチングを載設す
ると共に、設定姿勢のグレーチングの両端部分の若干
を、対となる前記外側型板の方向へ突き出しセットし、
前記突き出し部分の先端面と下面に、コンクリート非接
着質のライナー材を連続添設し、しかるのち、前記コン
クリート型枠にコンクリートを打設して前記溝側壁を形
成すると同時に、前記溝側壁にグレーチングを敷設する
ことを特徴とする溝体へのグレーチングの敷設方法。
1. Right and left groove side walls of the groove body are formed by concrete casting on a concrete formwork in which an inner mold plate and an outer mold plate are erected facing each other, and a grating is fitted in an upper opening portion of the groove body. When laying down, the inner template of the concrete formwork is set lower than the pair of outer template by the height of the grating, and the grating is placed on the upper end and both ends of the grating in the set posture are set. Set some of the parts by protruding in the direction of the outer template that forms a pair,
A liner material of non-concrete concrete is continuously attached to the tip surface and the lower surface of the protruding portion, and then concrete is cast into the concrete formwork to form the groove side wall, and at the same time, the groove side wall is grating. A method for laying gratings in a groove, which is characterized by laying.
【請求項2】 横断面U字形状の溝体の左右の溝側壁上
端のグレーチング装着凹溝に嵌めて敷設するグレーチン
グにおいて、前記グレーチング装着凹溝の溝面に接合す
る側縁部分に、コンクリート非接着材質のライナー材を
添設した構造を特徴とするグレーチング。
2. In a grating which is installed by being installed in a grating mounting groove at the upper ends of the left and right groove side walls of a groove body having a U-shaped cross section, concrete non-concrete is provided at a side edge portion which is joined to the groove surface of the grating mounting groove. Grating featuring a structure in which a liner material of adhesive material is attached.
JP04677996A 1996-02-08 1996-02-08 How to lay grating on the groove Expired - Fee Related JP3290882B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04677996A JP3290882B2 (en) 1996-02-08 1996-02-08 How to lay grating on the groove

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04677996A JP3290882B2 (en) 1996-02-08 1996-02-08 How to lay grating on the groove

Publications (2)

Publication Number Publication Date
JPH09217412A true JPH09217412A (en) 1997-08-19
JP3290882B2 JP3290882B2 (en) 2002-06-10

Family

ID=12756823

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04677996A Expired - Fee Related JP3290882B2 (en) 1996-02-08 1996-02-08 How to lay grating on the groove

Country Status (1)

Country Link
JP (1) JP3290882B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100419235B1 (en) * 2001-06-04 2004-02-19 (주)청호종합기술단 Operation method of mold for raceway operation at a road construction

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101949167B (en) * 2010-09-10 2014-05-14 北京四方如钢混凝土制品有限公司 Integral rain inlet and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100419235B1 (en) * 2001-06-04 2004-02-19 (주)청호종합기술단 Operation method of mold for raceway operation at a road construction

Also Published As

Publication number Publication date
JP3290882B2 (en) 2002-06-10

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