JPS6032214Y2 - Retaining wall joint structure - Google Patents

Retaining wall joint structure

Info

Publication number
JPS6032214Y2
JPS6032214Y2 JP3871281U JP3871281U JPS6032214Y2 JP S6032214 Y2 JPS6032214 Y2 JP S6032214Y2 JP 3871281 U JP3871281 U JP 3871281U JP 3871281 U JP3871281 U JP 3871281U JP S6032214 Y2 JPS6032214 Y2 JP S6032214Y2
Authority
JP
Japan
Prior art keywords
retaining wall
joint structure
concave
concave groove
positioning
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
JP3871281U
Other languages
Japanese (ja)
Other versions
JPS57151450U (en
Inventor
好治 加藤
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 JP3871281U priority Critical patent/JPS6032214Y2/en
Publication of JPS57151450U publication Critical patent/JPS57151450U/ja
Application granted granted Critical
Publication of JPS6032214Y2 publication Critical patent/JPS6032214Y2/en
Expired legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Sewage (AREA)

Description

【考案の詳細な説明】 この考案は、側溝、水路、側壁等の擁壁を連続的に施工
する際のジヨイント構造に係り、ブロック状に成形した
擁壁を強固に連結するようにした擁壁のジヨイント構造
に関するものである。
[Detailed description of the invention] This invention relates to a joint structure when continuously constructing retaining walls such as gutters, waterways, side walls, etc., and is a retaining wall that firmly connects retaining walls formed in block shapes. This is related to the joint structure of .

従来、この種の擁壁を連結するには、各ブロック状に成
形した擁壁の小口部に互いに嵌合する凹凸部を設けて嵌
合させるか、又は小口部に目的モルタル注入用凹陥部を
設けたもの、或いは縦壁背面小口近傍にボルトを埋設し
ておき、両縦壁をボルトを緊締して連結するなどの構造
が採られていたが、連結部の強度が十分に得られなかっ
たり、連結後にずれが生じたりする等の欠点があった。
Conventionally, in order to connect this type of retaining wall, the edges of each block-shaped retaining wall are provided with concave and convex portions that fit into each other, or the edges are provided with recessed portions for pouring mortar. Structures have been adopted in which bolts are buried near the back edge of the vertical wall and the two vertical walls are connected by tightening the bolts, but the strength of the connection part may not be sufficient. However, there were drawbacks such as misalignment after connection.

この考案は上述した従来例の欠点を改善するためになさ
れたものであり、各ブロック状に成形した擁壁を連結す
る際、正確に位置決めするとともに、施工がしやすく強
固に連結することが可能なように構成した擁壁のジヨイ
ント構造を提供するものである。
This idea was made to improve the shortcomings of the conventional example mentioned above, and when connecting retaining walls formed in the shape of blocks, it is possible to accurately position them, and also to make it easy to construct and firmly connect them. The present invention provides a joint structure for a retaining wall configured as follows.

以下、この考案による一実施例を添付した図面にもとづ
いて具体的に説明する。
Hereinafter, one embodiment of this invention will be described in detail based on the attached drawings.

第1図はこの考案による擁壁1の斜視図であり、両端小
口部には、略中央部に底部が拡開した凹溝部2が高さ方
向に連続して形成され、この凹溝部2を挾んで左右側に
は、ずれ止め及び位置決め用の凹部3及び凸部4が形成
されており、擁壁1を連設したときに上記凹溝部2の左
右側に形成した凹部3又は凸部4が互いに嵌合して位置
決め及び、ずれ止めがなされるようになっている。
FIG. 1 is a perspective view of a retaining wall 1 according to this invention, in which a concave groove 2 whose bottom widens in the center is formed continuously in the height direction at the edges of both ends. Recesses 3 and protrusions 4 for preventing slippage and positioning are formed on the left and right sides of the sandwich. are fitted into each other for positioning and prevention of displacement.

また、上記擁壁1を連設したときに、小口部の凹溝部2
には連結金具5が挿着される。
In addition, when the above-mentioned retaining wall 1 is installed continuously, the concave groove portion 2 at the edge portion
A connecting fitting 5 is inserted into the.

上記連結金具5は図示の如く、擁壁1の高さに相当する
鉄筋等の支柱5a、5aと所定間隔毎に固着される横材
5b及び横桟5cとから構成され、擁壁1,1の凹溝部
2,2間に上方から挿着されるようになっている。
As shown in the figure, the connecting fitting 5 is composed of supports 5a, 5a such as reinforcing bars corresponding to the height of the retaining wall 1, and horizontal members 5b and horizontal bars 5c fixed at predetermined intervals. It is inserted from above between the concave groove parts 2, 2.

上述したように構成された擁壁1を連設して結合するに
は、第2図に示す如く、擁壁1,1の小口部に形成した
凹部3と凸部4が相互に嵌合するごとく並べられ、つぎ
に小口部の凹溝部2,2間に連結金具5が上方より嵌着
した後、所定の目的モルタル6を注入して連結するもの
である。
In order to connect the retaining walls 1 configured as described above in series, as shown in FIG. After that, a connecting fitting 5 is fitted from above between the concave grooves 2 and 2 of the mouth portion, and then a mortar 6 for a predetermined purpose is injected to connect them.

従って小口部の凹溝部2,2間に挿着した連結金具5は
目的モルタルにより固着され、鉄筋コンクリート部材と
なり、凹溝部2,2の底部が拡開しているので連結が確
実となる。
Therefore, the connecting fitting 5 inserted between the concave grooves 2, 2 at the edges is fixed by the target mortar and becomes a reinforced concrete member, and since the bottoms of the concave grooves 2, 2 are widened, the connection is reliable.

以上詳細に説明したように、この考案による擁壁のジヨ
イント構造は、小口部の全高に亘ってずれ止め及び位置
決め用の凹部及び凸部を形成したので連設する際にも施
工が容易であり、しかも凹溝部間に連結金具を挿着して
目的モルタルを注入して連結した後は、土庄、載荷重、
又は地震時にも部分的なすべりによる位置ずれが生じる
こともなく、全擁壁は一体構造となるから破壊が生じる
こともない等強固に連結することができるものである。
As explained in detail above, the joint structure of the retaining wall according to this invention has recesses and protrusions for preventing slippage and positioning over the entire height of the edge, so it is easy to construct when installing them in series. , Moreover, after inserting the connecting fitting between the concave grooves and injecting the intended mortar to connect them,
Also, even in the event of an earthquake, there will be no displacement due to partial slippage, and since the entire retaining wall has an integral structure, it can be firmly connected without causing damage.

また、この考案による擁壁のジヨイント構造によれば、
側溝、水溝等の側壁部の連結に最適であるとともに、ジ
ヨイント目地両側にずれ止め及び位置決め用凹部及び凸
部を形成したので、注入した目的モルタルが洩れること
もなく、施工が容易である。
Also, according to the joint structure of the retaining wall invented by this invention,
It is ideal for connecting the side walls of side gutters, water gutters, etc., and since recesses and protrusions for preventing slippage and positioning are formed on both sides of the joint, the poured mortar will not leak and construction is easy.

さらに小口部の凹溝部に連結金具を挿着したり、目的モ
ルタルを注入するには、擁壁を連設した後、天端より可
能であるために施工が極めて容易である等実用上の効果
は顕著である。
Furthermore, it is extremely easy to install connecting fittings in the concave grooves at the edges and inject mortar from the top after the retaining wall has been installed, making construction extremely easy. is remarkable.

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

第1図は、この考案による擁壁及び連結金具の斜視図、
第2図はこの考案による擁壁の連結状態を示す要部の上
面図である。 1・・・・・・擁壁、2・・・・・・凹溝部、3・・聞
凹部、4・・・・・・凸部、5・・・・・・連結金具、
5a・・・・・・支柱、5b・・・・・・横材、5c・
・・・・・横桟、6・・・・・・目的モルタル。
Figure 1 is a perspective view of the retaining wall and connecting fittings according to this invention;
FIG. 2 is a top view of the main parts showing the connected state of the retaining wall according to this invention. 1...Retaining wall, 2...Concave groove, 3...Concave portion, 4...Protrusion, 5...Connection fittings,
5a...Strut, 5b...Horizontal member, 5c...
...Horizontal beam, 6...Purpose mortar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ブロック状に成形した擁壁の小口部両端には、略中央部
に位置して底部が拡開した凹溝部と、この凹溝部を挾ん
で左、右側にはずれ止め及び位置決め用凹部及び凸部と
を高さ方向に連続して形成し、上記擁壁を連設したとき
互いに凹部及び凸部が嵌合して位置決めするとともに、
凹溝部間には鉄筋の支柱と横材、及び横桟とからなる連
結金具を挿着した後目地モルタルを注入して連結するよ
うに構成したことを特徴とする擁壁のジヨイント構造。
At both ends of the edge of the block-shaped retaining wall, there is a concave groove located approximately in the center with an enlarged bottom, and concave and convex portions for retaining and positioning on the left and right sides of this concave groove. are formed continuously in the height direction, and when the retaining wall is installed in succession, the concave portion and the convex portion fit into each other for positioning,
A joint structure for a retaining wall, characterized in that a connecting fitting consisting of a reinforcing bar column, a horizontal member, and a horizontal beam is inserted between the concave groove portions, and then joint mortar is injected to connect the joints.
JP3871281U 1981-03-19 1981-03-19 Retaining wall joint structure Expired JPS6032214Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3871281U JPS6032214Y2 (en) 1981-03-19 1981-03-19 Retaining wall joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3871281U JPS6032214Y2 (en) 1981-03-19 1981-03-19 Retaining wall joint structure

Publications (2)

Publication Number Publication Date
JPS57151450U JPS57151450U (en) 1982-09-22
JPS6032214Y2 true JPS6032214Y2 (en) 1985-09-26

Family

ID=29835859

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3871281U Expired JPS6032214Y2 (en) 1981-03-19 1981-03-19 Retaining wall joint structure

Country Status (1)

Country Link
JP (1) JPS6032214Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6153932A (en) * 1984-08-20 1986-03-18 高見 恭司 Connection of concrete product

Also Published As

Publication number Publication date
JPS57151450U (en) 1982-09-22

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