JPH0125845B2 - - Google Patents

Info

Publication number
JPH0125845B2
JPH0125845B2 JP6335181A JP6335181A JPH0125845B2 JP H0125845 B2 JPH0125845 B2 JP H0125845B2 JP 6335181 A JP6335181 A JP 6335181A JP 6335181 A JP6335181 A JP 6335181A JP H0125845 B2 JPH0125845 B2 JP H0125845B2
Authority
JP
Japan
Prior art keywords
connecting plate
connecting groove
plate
joint
concrete product
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
JP6335181A
Other languages
Japanese (ja)
Other versions
JPS57178019A (en
Inventor
Kunio Nagayama
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP6335181A priority Critical patent/JPS57178019A/en
Publication of JPS57178019A publication Critical patent/JPS57178019A/en
Publication of JPH0125845B2 publication Critical patent/JPH0125845B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Description

【発明の詳細な説明】 本発明は、工場生産されたコンクリート製品を
順次接合することによつて構築される水路の継手
構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a waterway joint structure constructed by sequentially joining factory-produced concrete products.

水路構築用コンクリート製品の接合端部外側面
に連結溝を設け、隣接した2個のコンクリート製
品の互いに相対向した前記連結溝に連絡プレート
を嵌め入れ、連結溝底面に埋設したナツト型イン
サートを用いて、前記連絡プレートをコンクリー
ト製品にボルト締めするようにした連絡プレート
式の継手構造は、実公昭51−52191号公報、実公
昭50−43327号公報等で既に知られている。この
従来方式の継手構造では、前記のようにナツト型
インサートの埋設工程とプレートのボルト締め工
程が必須不可欠であるが、実際上、これらの各工
程には相当の手間と労力を必要とするため、水路
構築用コンクリート製品の製造作業及び該コンク
リート製品の連結作業の能率をより一層増進させ
たい場合には、難点となつた。
A connecting groove is provided on the outer surface of the joint end of concrete products for waterway construction, a connecting plate is fitted into the connecting groove facing each other in two adjacent concrete products, and a nut-shaped insert is embedded in the bottom of the connecting groove. A connecting plate type joint structure in which the connecting plate is bolted to a concrete product is already known from Japanese Utility Model Publication No. 51-52191, Japanese Utility Model Publication No. 43327-1987, and the like. In this conventional joint structure, as mentioned above, the process of embedding the nut-shaped insert and tightening the bolts of the plate is essential, but in reality, each of these processes requires a considerable amount of time and effort. However, this has become a problem when it is desired to further improve the efficiency of manufacturing concrete products for waterway construction and of connecting the concrete products.

従つて本発明の目的は、構造が簡略化されてい
るため水路構築用コンクリート製品の製造作業と
コンクリート製品の連結作業が極めて能率良く行
なえると共に、不等沈下や隆起に対して強い水路
の継手構造を提供することである。
Therefore, an object of the present invention is to provide a joint for a waterway that has a simplified structure that allows the production of concrete products for waterway construction and the work of connecting concrete products to be carried out extremely efficiently, and that is resistant to uneven settlement and upheaval. It's about providing structure.

以下、図面に基いて説明すると、本発明の継手
構造は、水路構築用コンクリート製品1の接合端
部2に連絡プレート4の長さの半分に対応した長
さを有し、かつ連絡プレート4の幅に対応した奥
行を有する連結溝3を、コンクリート製品1の長
手方向に沿つて設け、隣接した2個のコンクリー
ト製品1,1の互いに相対向した連結溝3,3
に、上下面5,6を幅方向に沿つて湾曲させた連
絡プレート4を嵌め入れて成るものである。
The joint structure of the present invention will be described below with reference to the drawings. The joint structure of the present invention has a length corresponding to half of the length of the connecting plate 4 at the joint end 2 of the concrete product 1 for constructing waterways, and A connecting groove 3 having a depth corresponding to the width is provided along the longitudinal direction of the concrete product 1, and connecting grooves 3, 3 of two adjacent concrete products 1, 1 facing each other are provided.
A connecting plate 4 having upper and lower surfaces 5 and 6 curved along the width direction is fitted into the connecting plate.

第1図から第3図に示した実施例では、水路構
築用コンクリート製品1は縦断面U字型のもので
あり、連結溝3は一対の起立壁7の各接合端部2
に上下2個ずつ設けられている。連結溝3は、起
立壁7の外側面と接合端面10に開口している。
連結溝3は第3図に示したように、その上側内面
8と下側内面9が幅方向に沿つて湾曲したもので
あり、連結溝3の前記各内面8,9の曲率半径
は、連絡プレート4の前記上下面5,6の曲率半
径と同一である。そのため、第2図に示したよう
に接合端面10,10を互いに突き合せて2個の
コンクリート製品1,1を一連に設置し、相連通
した連結溝3,3に連絡プレート4を嵌め入れる
とき、連絡プレート4は無負荷状態ですつぼりと
連結溝3,3に挿入される。この連絡プレート4
の挿入は、該プレート4を連結溝の上下各内面
8,9に沿つて回動させながら行われる。
In the embodiment shown in FIGS. 1 to 3, the concrete product 1 for constructing a waterway has a U-shaped longitudinal section, and the connecting groove 3 is formed at each joint end 2 of a pair of upright walls 7.
There are two on the top and two on the top. The connecting groove 3 is open to the outer surface of the upright wall 7 and the joint end surface 10 .
As shown in FIG. 3, the connecting groove 3 has an upper inner surface 8 and a lower inner surface 9 curved along the width direction, and the radius of curvature of each of the inner surfaces 8 and 9 of the connecting groove 3 is The radius of curvature of the upper and lower surfaces 5 and 6 of the plate 4 is the same. Therefore, when two concrete products 1, 1 are installed in series with their joint end surfaces 10, 10 abutting each other as shown in FIG. , the connecting plate 4 is inserted into the basin and connecting grooves 3, 3 in an unloaded state. This communication plate 4
The insertion is performed while rotating the plate 4 along the upper and lower inner surfaces 8 and 9 of the connecting groove.

挿入後は、連結溝の湾曲内面8,9と連絡プレ
ート4の湾曲上下面5,6の係合によつて、連絡
プレート4は連結溝3内に安定に留止され、これ
より脱出することがない。
After insertion, the connecting plate 4 is stably retained in the connecting groove 3 by the engagement between the curved inner surfaces 8, 9 of the connecting groove and the curved upper and lower surfaces 5, 6 of the connecting plate 4, and cannot be escaped from there. There is no.

第4図に示した別の実施例では、連結溝3の上
下各内面8,9の曲率半径は連絡プレート4の上
下面5,6の曲率半径よりも大きくしてある。従
つて、ハンマー等で連絡プレート4を連結溝3,
3に打込んだときには、連絡プレート4が縦断面
において3点a,b,cで連結溝の内面8,9に
圧接するため、連絡プレート4は連結溝3より脱
出することがない。第5図に示した他の実施例で
は、連結溝3の上下各内面8,9は平らであり、
これに打込まれた連絡プレート4は前記実施例と
同様3点a,b,cで圧接し、連結溝3内に安定
に留止される。
In another embodiment shown in FIG. 4, the radius of curvature of the upper and lower inner surfaces 8, 9 of the connecting groove 3 is larger than the radius of curvature of the upper and lower surfaces 5, 6 of the connecting plate 4. Therefore, use a hammer or the like to insert the connecting plate 4 into the connecting groove 3,
3, the connecting plate 4 comes into pressure contact with the inner surfaces 8 and 9 of the connecting groove at three points a, b, and c in the longitudinal section, so that the connecting plate 4 does not escape from the connecting groove 3. In another embodiment shown in FIG. 5, the upper and lower inner surfaces 8, 9 of the connecting groove 3 are flat;
The connecting plate 4 driven into this is press-contacted at three points a, b, and c as in the previous embodiment, and is stably retained within the connecting groove 3.

第2図に示したように2個のコンクリート製品
1,1を接合するとき、その接合端面10,10
間にゴム等の定型目地材を挾圧してもよいし、あ
るいは目地モルタルを充填することもできる。ま
た、連結溝3と連絡プレート4間の隙間には、セ
メントモルタルやグラウト材を充填して密封する
こともできる。
As shown in FIG. 2, when joining two concrete products 1, 1, the joining end surfaces 10, 10
A standard joint material such as rubber may be pressed in between, or joint mortar may be filled. Further, the gap between the connection groove 3 and the communication plate 4 can be filled with cement mortar or grout material and sealed.

以上のように本発明の水路継手構造では、水路
構築用コンクリート製品1の接合端部2に連絡プ
レート4の長さの半分に対応した長さを有し、か
つ連絡プレート4の幅に対応した奥行を有する連
結溝3をコンクリート製品1の長手方向に沿つて
設け、これに湾曲した連絡プレート4を嵌め入れ
るだけであり、前記した従来のプレート式継手構
造のように連結溝底面にナツト型インサートを埋
設固定する必要が全くないから、該コンクリート
製品1の製造作業が能率良く行なえることにな
る。また、従来の継手構造のように連絡プレート
をコンクリート製品にボルト締めする必要が全く
なく、単に連結溝に嵌め入れるだけで済むため、
コンクリート製品1,1の連結作業は非常に能率
良く進められるのである。そして、本発明の継手
構造では連絡プレート4はその上下面5,6が幅
方向に沿つて湾曲したものであるため、上下方向
の荷重に対して曲げ強度が大であり、不等沈下や
隆起に対して強い水路が的確に構築できるのであ
る。
As described above, in the waterway joint structure of the present invention, the joint end 2 of the concrete product 1 for waterway construction has a length corresponding to half the length of the connecting plate 4, and a length corresponding to the width of the connecting plate 4. A connecting groove 3 having a depth is provided along the longitudinal direction of the concrete product 1, and a curved connecting plate 4 is simply fitted into the connecting groove 3, and a nut-shaped insert is installed at the bottom of the connecting groove as in the conventional plate type joint structure described above. Since there is no need to bury and fix the concrete product 1, the manufacturing work of the concrete product 1 can be carried out efficiently. In addition, there is no need to bolt the connecting plate to the concrete product as with conventional joint structures, and it can be simply inserted into the connecting groove.
The work of connecting the concrete products 1 and 1 can proceed very efficiently. In the joint structure of the present invention, since the upper and lower surfaces 5 and 6 of the connecting plate 4 are curved along the width direction, the bending strength against loads in the vertical direction is large, and it is possible to prevent uneven settlement or upheaval. Therefore, waterways that are strong against water can be constructed accurately.

本発明は種々の態様で実施できるものであり、
連絡プレート4と連結溝3の湾曲方向は第6図に
示したように上向きにしてもよい。
The present invention can be implemented in various ways,
The direction of curvature of the connecting plate 4 and the connecting groove 3 may be directed upward as shown in FIG.

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

第1図から第3図は本発明の一実施例を示し、
第1図は水路構築用コンクリート製品と連絡プレ
ートの斜視図、第2図はコンクリート製品の接合
端部の側面図、第3図は第2図のA―A′線拡大
断面図である。第4図は本発明の別の実施例にお
けるコンクリート製品の接合端部の縦断面図であ
り、連結溝に連絡プレートを嵌め入れた状態を示
している。第5図は本発明の更に別の実施例にお
けるコンクリート製品の接合端部の縦断面図であ
る。第6図は本発明の他の実施例におけるコンク
リート製品の接合端部の縦断面図である。 1……水路構築用コンクリート製品、2……接
合端部、3……連結溝、4……連絡プレート、
5,6……連絡プレートの湾曲した上下面、7…
…起立壁、8,9……連結溝の湾曲した上下内
面、10……接合端面。
1 to 3 show an embodiment of the present invention,
FIG. 1 is a perspective view of a concrete product for constructing a waterway and a connecting plate, FIG. 2 is a side view of the joint end of the concrete product, and FIG. 3 is an enlarged sectional view taken along line A-A' in FIG. FIG. 4 is a longitudinal cross-sectional view of a joint end of a concrete product according to another embodiment of the present invention, showing a state in which a connecting plate is fitted into a connecting groove. FIG. 5 is a longitudinal sectional view of a joint end of a concrete product in still another embodiment of the present invention. FIG. 6 is a longitudinal sectional view of a joint end of a concrete product in another embodiment of the present invention. 1... Concrete product for waterway construction, 2... Joint end, 3... Connecting groove, 4... Connection plate,
5, 6... Curved upper and lower surfaces of the connection plate, 7...
... Standing wall, 8, 9 ... Curved upper and lower inner surfaces of the connecting groove, 10 ... Joint end surface.

Claims (1)

【特許請求の範囲】[Claims] 1 水路構築用コンクリート製品1の接合端部
に、連絡プレート4の長さの半分に対応した長さ
を有し、かつ連絡プレート4の幅に対応した奥行
を有する連結溝3を、コンクリート製品1の長手
方向に沿つて設け、隣接した2個のコンクリート
製品1,1の互いに相対向した連結溝3,3に、
上面5と下面6を幅方向に沿つて湾曲させた連絡
プレート4嵌め入れて成る水路の継手構造。
1. A connecting groove 3 having a length corresponding to half of the length of the connecting plate 4 and a depth corresponding to the width of the connecting plate 4 is installed at the joint end of the concrete product 1 for waterway construction. are provided along the longitudinal direction of the connecting grooves 3, 3 of two adjacent concrete products 1, 1 facing each other,
A joint structure for a waterway, in which an upper surface 5 and a lower surface 6 are fitted with a connecting plate 4 which is curved along the width direction.
JP6335181A 1981-04-28 1981-04-28 Coupling structure for aqueduct Granted JPS57178019A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6335181A JPS57178019A (en) 1981-04-28 1981-04-28 Coupling structure for aqueduct

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6335181A JPS57178019A (en) 1981-04-28 1981-04-28 Coupling structure for aqueduct

Publications (2)

Publication Number Publication Date
JPS57178019A JPS57178019A (en) 1982-11-02
JPH0125845B2 true JPH0125845B2 (en) 1989-05-19

Family

ID=13226734

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6335181A Granted JPS57178019A (en) 1981-04-28 1981-04-28 Coupling structure for aqueduct

Country Status (1)

Country Link
JP (1) JPS57178019A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5522675A (en) * 1994-12-19 1996-06-04 Abt, Inc. Method and apparatus for aligning drainage channel sections
US5735637A (en) * 1996-06-03 1998-04-07 Abt, Inc. Method and apparatus for supporting and anchoring drainage channel sections
US6991404B2 (en) * 2002-09-17 2006-01-31 Charon James W Closed modular ditch liners
US6860678B2 (en) 2003-01-13 2005-03-01 Abt, Inc. Method and apparatus for aligning channel sections with an adjustable alignment key

Also Published As

Publication number Publication date
JPS57178019A (en) 1982-11-02

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