JPH02101235A - Drawing method for on-site construction of concrete guide groove and device therefor - Google Patents

Drawing method for on-site construction of concrete guide groove and device therefor

Info

Publication number
JPH02101235A
JPH02101235A JP25227888A JP25227888A JPH02101235A JP H02101235 A JPH02101235 A JP H02101235A JP 25227888 A JP25227888 A JP 25227888A JP 25227888 A JP25227888 A JP 25227888A JP H02101235 A JPH02101235 A JP H02101235A
Authority
JP
Japan
Prior art keywords
wedge
key
concrete
groove
concrete forming
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.)
Pending
Application number
JP25227888A
Other languages
Japanese (ja)
Inventor
Toshio Shiraishi
白石 登志男
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.)
NEJINO MIZUTANI KK
Original Assignee
NEJINO MIZUTANI 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 NEJINO MIZUTANI KK filed Critical NEJINO MIZUTANI KK
Priority to JP25227888A priority Critical patent/JPH02101235A/en
Publication of JPH02101235A publication Critical patent/JPH02101235A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To quickly perform the drawing work by driving a wedge-shaped connecting key into an insertion section to provide the drawing function on the connecting medium of a concrete guide groove or leaving it to function as a connecting means between both preceding and succeeding guide grooves. CONSTITUTION:The first guide face 6 is formed with the connection coupler forming member 5 of a preceding concrete guide groove 1, the second guide face 8 is formed with the coupler forming member 7 of a succeeding guide groove 2, and an insertion section 9 to be driven with a connecting key 4 between both mating faces 6 and 8. When the key 4 is driven, the component of force generated between the first and second wedge faces 10 and 11 of the key 4 and the mating faces 6 and 8 is applied to the guide groove 2 by the connection coupler forming member 7 as the drawing force. The connecting key 4 is left to function as a connecting means between the constructed preceding guide groove and the succeeding guide groove to be constructed. The connection between guide grooves can be firmly maintained.

Description

【発明の詳細な説明】 産業上の利用分野 本発明はボックスカルバート等の口字形溝、U字形溝、
5字形溝等のコンクリート製形溝を多数連結して水路、
配線路等を形成する際の現場施工法、殊に該現場施工に
おける上記コンクリート製形溝の引寄せ法とその装置に
関する。
[Detailed description of the invention] Industrial application field The present invention is applicable to box culverts, etc.
A number of concrete grooves such as 5-shaped grooves are connected to create waterways,
The present invention relates to an on-site construction method for forming wiring paths and the like, and in particular to a method and apparatus for drawing the above-mentioned concrete forming grooves in the on-site construction.

従来技術 従来上記コンクリート製形溝の現場施工においては、各
形溝を密着して接合するために、接合部位に連結継手を
予め設けておき、これをボルトナツトを介して締結する
ことにより、そのねし作用にて施工済の先行コンクリー
ト製形溝側に後行コンクリート製形溝を引寄せし、且つ
両コンクリート製形溝の連結を図る方法1手段を採って
いた。
Prior Art Conventionally, in on-site construction of the above-mentioned concrete forming grooves, in order to closely join each shaped groove, a connecting joint is provided at the joint site in advance, and this is fastened with bolts and nuts. The first method used was to draw the trailing concrete shaping groove closer to the already constructed preceding concrete shaping groove and to connect both concrete shaping grooves.

発明が解決しようとする問題点 然るに上記ボルト締結方式においては、数ケ所のボルト
締作業に多大な時間と労力を要する欠点があり、又各ボ
ルトの螺進ピッチにズレを生じ易く、該ズレが生ずると
ボルトが雌ねじに固く食い付き締結困難となフたり接合
不良を生ずる恐れがある。
Problems to be Solved by the Invention However, the bolt fastening method described above has the drawback that it requires a great deal of time and effort to tighten the bolts at several locations, and also tends to cause deviations in the threading pitch of each bolt, and such deviations If this occurs, the bolt may bite firmly into the female thread, making it difficult to fasten and causing a loose joint.

本発明は上記問題点を解決し、前記引寄せ作業が大きな
労力を伴なうことなく簡単且つ迅速に行なえて、且つ強
固で健全な連結が得られるようにしたものである。
The present invention solves the above problems, allows the pulling operation to be performed simply and quickly without much effort, and provides a strong and sound connection.

問題点を解決するための手段 本発明は上記コンクリート製形溝における上記連結継手
の連結媒体として楔形の連結キーを用い、該楔形連結キ
ーを上記連結継手形成部材にて形成したキー介入部に打
込むことにより、その楔作用にて施工せんとするコンク
リート製形溝の引寄せを行なう機能を具備させると共に
、又楔形連結キーを残存させてこれを施工済先行コンク
リート製形溝と施工せんとする後行コンクリート製形溝
との連結手段としても機能させるようにしたコンクリー
ト製形溝の現場施工における引寄せ方法及び同装匝を提
供するものである。
Means for Solving the Problems The present invention uses a wedge-shaped connecting key as a connecting medium for the connecting joint in the concrete forming groove, and drives the wedge-shaped connecting key into a key intervention part formed by the connecting joint forming member. By inserting the wedge into the concrete forming groove, the wedge-shaped connecting key is left to provide a function to pull the concrete forming groove to be constructed using the wedge action, and the wedge-shaped connecting key is left to connect it to the previously constructed concrete forming groove. The present invention provides a method for pulling in a concrete shaping groove in on-site construction, and a fitting trowel that also functions as a means for connecting with a trailing concrete shaping groove.

作用 本発明によれば、上記連結継手のキー介入部に楔形連結
キーをハンマー等を用いて叩き込むのみでその楔作用に
より上記コンクリート製形溝の引寄せが極めて容易に行
なえ、引寄せ作業が迅速に行なえる。又上記楔形連結キ
ーを打込み状態で残存させることにより、コンクリート
製形溝相互の連結を強固に維持することができる。従っ
てコンクリート製形溝の引寄せ作業が労力と時間の双方
において大幅に軽減され、且つ接合界面における片寄り
、密着不良等の接合暇疵のない強固で健全な連結を行な
うことができる。
According to the present invention, by simply hammering the wedge-shaped connecting key into the key intervention part of the connecting joint using a hammer or the like, the concrete forming groove can be pulled in very easily due to the wedge action, and the pulling work can be done quickly. can be done. Furthermore, by leaving the wedge-shaped connecting key in the driven state, it is possible to firmly maintain the connection between the concrete forming grooves. Therefore, the labor and time involved in pulling the concrete forming grooves are greatly reduced, and a strong and sound connection can be achieved without any joining defects such as deviation or poor adhesion at the joining interface.

実施例 以下本発明の実施例を第1図乃至第6図に基いて説明す
る。
EXAMPLES Hereinafter, examples of the present invention will be explained based on FIGS. 1 to 6.

水路、配線路等を形成するコンクリート製形溝の現場施
工において、先行コンクリート製形溝1と後行コンクリ
ート製形溝2とを連結継手3を介し連結する際に、該連
結継手3の連結媒体として前記の如く楔形連結キー4を
用いる。
In on-site construction of concrete forming grooves that form waterways, wiring paths, etc., when connecting the preceding concrete forming groove 1 and the following concrete forming groove 2 via the connecting joint 3, the connecting medium of the connecting joint 3 is used. As described above, the wedge-shaped connecting key 4 is used.

上記先行コンクリート製形溝1の連結継手形成部材5に
て第1ガイド面6を形成し、後行コンクリート製形溝2
の連結継手形成部材7にて第2ガイド面8を形成し、該
第1.第2ガイド面68を対向させて、両対向面間に上
記楔形連結キー4を打込むキー介入部9を形成する。
The first guide surface 6 is formed by the connecting joint forming member 5 of the preceding concrete forming groove 1, and the following concrete forming groove 2
A second guide surface 8 is formed by the connecting joint forming member 7 of the first. The second guide surfaces 68 are opposed to each other, and a key intervention portion 9 into which the wedge-shaped connecting key 4 is driven is formed between the two opposing surfaces.

上記楔形連結キー4はV字形を成す第1楔面lOと第2
楔面11を有する。好ましくは上記第1楔面10を引寄
せ方向に対して傾面とし、第2楔而11を引寄せ方向に
対して直角面とする。
The wedge-shaped connecting key 4 has a first wedge surface lO and a second wedge surface lO forming a V shape.
It has a wedge surface 11. Preferably, the first wedge surface 10 is an inclined surface with respect to the drawing direction, and the second wedge surface 11 is a surface that is perpendicular to the drawing direction.

同様に上記第1ガイド面6を上記第1楔面10と平行な
傾斜面として同楔面10と対接するようにし、又上記第
2ガイド面8を上記第2楔面11と平行な直角面となし
、同楔面11と対接させる。
Similarly, the first guide surface 6 is formed as an inclined surface parallel to the first wedge surface 10 so as to be in contact with the same wedge surface 10, and the second guide surface 8 is formed as a right-angled surface parallel to the second wedge surface 11. and is brought into contact with the wedge surface 11.

而して上記楔形連結キー4を上記キー介入部9にハンマ
ー12等にて打込むことにより、同キー4のV字形を成
す第1.第2楔面10,11と上記第1.第2ガイド面
6.8間に生じた分力を引寄せ力として上記第2ガイド
8面及び連結継手形成部材7に与え、該連結継手形成部
材7を介して上記後行コンクリート製形溝2に与える。
By driving the wedge-shaped connecting key 4 into the key intervening portion 9 with a hammer 12 or the like, the V-shaped first. The second wedge surfaces 10, 11 and the first wedge surface. The component force generated between the second guide surfaces 6 and 8 is applied as an attracting force to the second guide surface 8 and the connecting joint forming member 7, and is passed through the connecting joint forming member 7 to the trailing concrete forming groove 2. give to

この結果同形溝2を上記先行コンクリート製形溝1側へ
引寄せする。
As a result, the same-shaped groove 2 is drawn toward the preceding concrete forming groove 1 side.

上記連結継手3の具体例として、後行コンクリ−1・製
形溝2の接合端部内面に連結継手形成部材7を形成する
連結アームの一端をボルト13にて固着し、他端を先行
コンクリート製形溝1の接合端部内面に向は延出し、そ
の先端を直角に曲げ、前記第2ガイド面8を形成する。
As a specific example of the above-mentioned connecting joint 3, one end of the connecting arm forming the connecting joint forming member 7 is fixed to the inner surface of the joining end of the trailing concrete 1 and the forming groove 2 with a bolt 13, and the other end is fixed to the leading concrete. The joint end of the shaping groove 1 extends toward the inner surface, and its tip is bent at a right angle to form the second guide surface 8 .

上記連結アームをボルト付けするため埋込ナツト14を
コンクリート製形溝2中に埋設し、これに連結アーム端
部に形成した取付孔15を介してボルト13をねじ込み
、上記固着を行なう。
In order to bolt the connecting arm, an embedding nut 14 is embedded in the concrete forming groove 2, and a bolt 13 is screwed into the nut 14 through a mounting hole 15 formed at the end of the connecting arm to perform the fixing.

他方先行コンクリート製形溝1の接合端部内面に上記連
結アームの移動を案内する案内片16を有する案内部材
を連結継手形成部材5としてボルト17付けし、上記連
結継手形成部材7たる連結アームに設けた長大18に上
記ボルト17を滑合すると共に、上記案内片16に連結
アームを支持させ引寄せ方向への移動を案内する構成と
し、更に連結継手形成部材5たる案内部材の一側面にて
前記第1ガイド面6を形成する。
On the other hand, a guide member having a guide piece 16 for guiding the movement of the connecting arm is attached to the inner surface of the joint end of the preceding concrete forming groove 1 as the connecting joint forming member 5 with a bolt 17, and a bolt 17 is attached to the connecting arm serving as the connecting joint forming member 7. The bolt 17 is slidably fitted onto the long length 18 provided, and the connecting arm is supported by the guide piece 16 to guide the movement in the drawing direction. The first guide surface 6 is formed.

上記連結継手形成部材5たる案内部材は一例として板材
をコ字形にし曲げ部にて上記案内片16を形成し、その
背板部に取付孔19を設け、該取付孔19にボルト17
を挿入し該ボルト17をコンクリート製形溝1に埋設し
た埋込ナツト20に螺合し締付ける。この時ボルト17
の軸は頭部側において径大とした二段ボルトにし、径大
部22の段部21にて上記案内部材の背板を押え付けて
固定すると共に、径大部22によってボルト頭部と案内
部材間に間隔を形成し、該間隔に上記連結アームを嵌合
させつつ長大18内に径大部22が滑合されるようにす
る。
For example, the guide member which is the connecting joint forming member 5 is made of a U-shaped plate material, the bent part forms the guide piece 16, a mounting hole 19 is provided in the back plate part, and a bolt 17 is provided in the mounting hole 19.
is inserted, and the bolt 17 is screwed into the embedded nut 20 buried in the concrete forming groove 1 and tightened. At this time bolt 17
The shaft is a two-step bolt with a larger diameter on the head side, and the stepped part 21 of the large diameter part 22 presses and fixes the back plate of the guide member, and the large diameter part 22 connects the bolt head and the guide. A gap is formed between the members, and the large diameter portion 22 is slidably fitted into the elongated portion 18 while the connecting arm is fitted into the gap.

又上記楔形連結キー4はその拡大側端部を鍵形に折曲し
、該折曲片を抜は止め兼打込片23とする。
The enlarged end of the wedge-shaped connecting key 4 is bent into a key shape, and the bent piece serves as a locking piece 23.

上記連結継手3を形成する連結継手形成部材5は各コン
クリート製形溝の一方の端部に取付け、同連結継手形成
部材7は同形溝の他方の端部に取付け、各コンクリート
製形溝が上記連結継手3及び楔形連結キー4を介して順
次連結されるようにする。
The connecting joint forming member 5 forming the connecting joint 3 is attached to one end of each concrete shaping groove, the connecting joint forming member 7 is attached to the other end of the same shaped groove, and each concrete shaping groove is They are sequentially connected via a connecting joint 3 and a wedge-shaped connecting key 4.

而して上記楔形連結キー4をキー介入部9に充がい打込
片23をハンマー12等を用いて叩き込むと、第1ガイ
ド面6に第1楔面10が摺接し、且つ第2ガイド面8に
第2楔面11が摺接しつつ打込まれ、打込進行に伴ない
第1.第2ガイド面6.8に対し第1.第2楔面to、
itによる楔作用が働き、施工済の先行コンクリート製
形溝1は不動状態にあるから、上記楔作用によって生じ
た全ての分力が引寄せ力Wとして第2ガイド面8に与え
られ、更に該引寄せ力Wが連結継手形成部材7に与えら
れ、該連結継手形成部材7を介して未施工の後行コンク
リート製形溝2を上記先行コンクリート製形溝1側に引
寄せるに至る。この時連結継手形成部材7は案内片16
にて支持されつつ傾きを生ずることなく引寄せ方向へ正
しく移動する。
When the wedge-shaped connecting key 4 is filled into the key intervention part 9 and the driving piece 23 is hammered in using a hammer 12 or the like, the first wedge surface 10 comes into sliding contact with the first guide surface 6, and the second guide surface The second wedge surface 11 is driven in sliding contact with the first wedge surface 8, and as the driving progresses, the first wedge surface 11 is driven in. The first guide surface 6.8 corresponds to the second guide surface 6.8. 2nd wedge surface to,
Since the wedge action by it works and the pre-concrete forming groove 1 that has already been constructed is in an immobile state, all the component forces generated by the wedge action are applied to the second guide surface 8 as an attracting force W, and further A pulling force W is applied to the connecting joint forming member 7, and the unfinished trailing concrete forming groove 2 is pulled toward the preceding concrete forming groove 1 through the connecting joint forming member 7. At this time, the connecting joint forming member 7 is connected to the guide piece 16.
The robot moves correctly in the drawing direction without tilting while being supported by the robot.

例えばボックスカルバート等のコンクリート製形溝1.
2にはその接合面にパツキンが設けられており、上記楔
形連結キー4の打込みにより、該パツキンを圧縮しつつ
密着接合が果される。
For example, concrete forming grooves such as box culverts 1.
2 is provided with a gasket on its joint surface, and by driving the wedge-shaped connecting key 4, the gasket is compressed and a close connection is achieved.

上記楔形連結キー4を上記打込み状態のまま残存し、両
コンクリート製形溝1,2の強固な連結を維持する。
The wedge-shaped connecting key 4 remains in the driven state to maintain a strong connection between both concrete forming grooves 1 and 2.

尚上記連結継手3は各コンクリート製形溝の要所要所に
複数設けることを妨げず、又これを同形溝の内面に設け
るか、外面に取付けて実施できる。
It should be noted that a plurality of the above-mentioned connecting joints 3 can be provided at key points in each concrete forming groove, and they can be provided on the inner surface of the same-shaped groove or attached to the outer surface.

発明の詳細 な説明したように、本発明によれば上記連結すべきコン
クリート製形溝の連結継手の連結媒体として上記の如き
楔形連結キーを用い、該楔形連結キーを上記連結継手に
形成されたキー介入部にハンマー等を用いて打込むのみ
で、その楔作用により上記コンクリート製形溝の引寄せ
が極めて容易に行なえ、引寄せ作業が迅速に行なえる。
As described in detail, according to the present invention, the wedge-shaped connecting key as described above is used as the connecting medium of the connecting joint of the concrete forming grooves to be connected, and the wedge-shaped connecting key is formed on the connecting joint. By simply driving the key into the intervention part using a hammer or the like, the wedge action of the key makes it extremely easy to pull the concrete forming groove together, and the pulling work can be done quickly.

又上記楔形連結キーを打込み状態で残存させることによ
り、コンクリート製形溝相互の連結を強固に維持するこ
とができる。
Furthermore, by leaving the wedge-shaped connecting key in the driven state, it is possible to firmly maintain the connection between the concrete forming grooves.

従って従来のボルト締引寄せ方式の如き多大な引寄せ時
間と労力を費やすことなく、@減された労力と作業時間
で上記引寄せが効率的に行なえると共に、ボルト締引寄
せ方式の如き片寄りによる締付不良等を生ぜず、暇疵の
ない健全且つ強固な接合を行なうことができる。
Therefore, the above-mentioned pulling can be performed efficiently with reduced labor and work time without spending a lot of pulling time and labor as in the conventional bolt tightening and pulling method. It is possible to perform a sound and strong joint without any defects without causing tightening defects due to shifting.

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

第1図は本発明の実施例を示すコンクリート製形溝相互
の連結構造部を楔形連結キー打込前の状態を以って示す
斜視図、第2図は同楔形キーの打込開始時の状態を以っ
て示す同斜視図、第3図は同楔形連結キーの打込完了状
態を以って示す同斜視図、第4図は第1図A−A線断面
図、第5図は楔形連結キーの楔作用を説明すべく同キー
介入部を一部断面して示す正面図、第6図はコンクリー
ト製形溝を上記楔形連結キーを用いて多数連結し水路等
を形成した状態を以って示す断面図である。 1・・・先行コンクリート製形溝、2・・・後行コンク
リート製形溝、3・・・連結継手、4・・・楔形連結キ
、5.7・・・連結継手形成部材、6・・・第1ガイド
面、8・・・第2ガイド面、9・・・キー介入部、10
・・・第1楔面、11・・・第2楔面。 1面の浄ご(・   二変更なし) 第1図 手続補正書
Fig. 1 is a perspective view showing a connecting structure between concrete forming grooves according to an embodiment of the present invention before the wedge-shaped connecting key is driven in, and Fig. 2 shows the state when the wedge-shaped connecting key is started to be driven. FIG. 3 is a perspective view showing the wedge-shaped connecting key in a state in which driving is completed, FIG. 4 is a sectional view taken along the line A-A in FIG. 1, and FIG. In order to explain the wedge action of the wedge-shaped connecting key, a partially sectional front view of the intervening part of the key is shown, and Fig. 6 shows a state in which a large number of concrete forming grooves are connected using the wedge-shaped connecting key to form water channels, etc. FIG. DESCRIPTION OF SYMBOLS 1... Leading concrete forming groove, 2... Following concrete forming groove, 3... Connecting joint, 4... Wedge-shaped connecting key, 5.7... Connecting joint forming member, 6... - First guide surface, 8... Second guide surface, 9... Key intervention part, 10
...first wedge surface, 11...second wedge surface. Page 1 cleansing (No change in 2) Figure 1 Procedural Amendment

Claims (2)

【特許請求の範囲】[Claims] (1)水路、配線路等を形成するコンクリート製形溝の
現場施工において、先行コンクリート製形溝と後行コン
クリート製形溝とを連結継手を介し連結する際に、該連
結継手の連結媒体として楔形連結キーを用い、上記先行
コンクリート製形溝の連結継手形成部材と、上記後行コ
ンクリート製形溝の連結継手形成部材とによって形成さ
れたキー介入部に楔形連結キーを打込み、該楔形連結キ
ーの楔作用にて上記後行コンクリート製形溝の連結継手
形成部材に引寄せ力を与え、該連結継手形成部材を介し
て上記後行コンクリート製形溝を先行コンクリート製形
溝側に引寄せすると共に、上記楔形連結キーを残存する
ことにより両コンクリート製形溝の連結を保持すること
を特徴とするコンクリート製形溝の現場施工における引
寄せ方法。
(1) In on-site construction of concrete forming grooves forming waterways, wiring paths, etc., when connecting the preceding concrete forming groove and the following concrete forming groove via a connecting joint, it is used as a connecting medium for the connecting joint. Using a wedge-shaped connecting key, drive the wedge-shaped connecting key into the key intervention part formed by the connecting joint forming member of the preceding concrete forming groove and the connecting joint forming member of the following concrete forming groove, and press the wedge-shaped connecting key. A pulling force is applied to the connecting joint forming member of the trailing concrete forming groove by the wedge action, and the trailing concrete forming groove is drawn toward the preceding concrete forming groove via the connecting joint forming member. and a pulling method for concrete forming grooves in on-site construction, characterized in that the connection between both concrete forming grooves is maintained by leaving the wedge-shaped connection key.
(2)水路、配線路等を形成するコンクリート製形溝の
現場施工に用いる装置であって、先行コンクリート製形
溝と後行コンクリート製形溝とを連結する連結継手を備
え、該連結継手の連結媒体として楔形連結キーを備え、
上記先行コンクリート製形溝の連結継手形成部材と、上
記後行コンクリート製形溝の連結継手形成部材とによっ
てキー介入部を形成し、該キー介入部に上記楔形連結キ
ーを打込んで上記両コンクリート製形溝を連結する構成
とすると共に、該楔形連結キーの楔作用にて上記後行コ
ンクリート製形溝の連結継手形成部材に引寄せ力を与え
上記後行コンクリート製形溝を先行コンクリート製形溝
側に引寄せする構成としたことを特徴とするコンクリー
ト製形溝の現場施工における引寄せ装置。
(2) A device used for on-site construction of concrete forming grooves for forming waterways, wiring paths, etc., which is equipped with a connecting joint that connects the preceding concrete forming groove and the following concrete forming groove; Equipped with a wedge-shaped connecting key as a connecting medium,
A key intervening part is formed by the connecting joint forming member of the preceding concrete forming groove and the connecting joint forming member of the following concrete forming groove, and the wedge-shaped connecting key is driven into the key intervening part. In addition to connecting the shaping grooves, the wedge action of the wedge-shaped connecting key applies a pulling force to the connecting joint forming member of the trailing concrete shaping groove, thereby connecting the trailing concrete shaping groove to the preceding concrete shaping. A pulling device for on-site construction of a concrete forming groove, characterized in that it is configured to be pulled toward the groove side.
JP25227888A 1988-10-06 1988-10-06 Drawing method for on-site construction of concrete guide groove and device therefor Pending JPH02101235A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25227888A JPH02101235A (en) 1988-10-06 1988-10-06 Drawing method for on-site construction of concrete guide groove and device therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25227888A JPH02101235A (en) 1988-10-06 1988-10-06 Drawing method for on-site construction of concrete guide groove and device therefor

Publications (1)

Publication Number Publication Date
JPH02101235A true JPH02101235A (en) 1990-04-13

Family

ID=17235022

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25227888A Pending JPH02101235A (en) 1988-10-06 1988-10-06 Drawing method for on-site construction of concrete guide groove and device therefor

Country Status (1)

Country Link
JP (1) JPH02101235A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008111281A (en) * 2006-10-31 2008-05-15 Chiba Yohgyoh Co Ltd Concrete member installation structure
JP2019090286A (en) * 2017-11-17 2019-06-13 株式会社ダイケン Connecting structure of grating bearing member and grating bearing member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008111281A (en) * 2006-10-31 2008-05-15 Chiba Yohgyoh Co Ltd Concrete member installation structure
JP2019090286A (en) * 2017-11-17 2019-06-13 株式会社ダイケン Connecting structure of grating bearing member and grating bearing member

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