JPH057738U - Parts connection structure - Google Patents

Parts connection structure

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Publication number
JPH057738U
JPH057738U JP5425091U JP5425091U JPH057738U JP H057738 U JPH057738 U JP H057738U JP 5425091 U JP5425091 U JP 5425091U JP 5425091 U JP5425091 U JP 5425091U JP H057738 U JPH057738 U JP H057738U
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JP
Japan
Prior art keywords
joint plate
connecting rods
retaining wall
parts
connecting rod
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
JP5425091U
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Japanese (ja)
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JP2542959Y2 (en
Inventor
武雄 田口
Original Assignee
株式会社テクノクリート
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Priority to JP5425091U priority Critical patent/JP2542959Y2/en
Publication of JPH057738U publication Critical patent/JPH057738U/en
Application granted granted Critical
Publication of JP2542959Y2 publication Critical patent/JP2542959Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • Retaining Walls (AREA)
  • Revetment (AREA)

Abstract

(57)【要約】 【目的】 作業が簡単で、しかも部品相互を当接状態で
確実に連結できる部品連結構造を提供すること。 【構成】 当接状態で連結を要する部品1夫々に間隔を
おいて同軸上に対向して突設され、同一側に軸線と直交
する突起部2aを有する連結杆2と、対向する両連結杆
2に側方から外嵌可能な略U字形の断面形を有し、外嵌
時に両連結杆2の突起部2aを受容すると共に湾曲部分
から平坦部分にかけて対向間隔が漸次小さくなる締結辺
3bを有する案内孔3aを備えた継手板3とから部品連
結構造を構成しているので、対向する両連結杆2に継手
板3を外嵌させ所定方向に回転させるだけの極めて簡単
な操作で部品1の連結を行なえる。また、継手板3の回
転で連結杆2の両突起部2aを内側に接近させ部品1を
相互に引き寄せて圧接できるので、部品1を当接状態で
確実に連結できる。
(57) [Abstract] [Purpose] To provide a parts connecting structure which is easy to work and can surely connect parts to each other in a contact state. A connecting rod 2 is provided that is coaxially opposed to each other and has a projection 2a on the same side that is orthogonal to the axis, and both connecting rods that face each other. 2 has a substantially U-shaped cross-section that can be externally fitted from the side, and receives a protrusion 2a of both connecting rods 2 during external fitting, and a fastening side 3b that gradually decreases the facing distance from the curved portion to the flat portion. Since the component connecting structure is configured from the joint plate 3 having the guide hole 3a, the component 1 can be operated by an extremely simple operation of fitting the joint plate 3 onto the opposing connecting rods 2 and rotating the joint plate 3 in a predetermined direction. Can be connected. Also, since the joint plate 3 rotates to bring the two projecting portions 2a of the connecting rod 2 closer to the inside and pull the parts 1 toward each other for pressure contact, the parts 1 can be reliably connected in the contact state.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、当接状態で連結を要する部品、特に擁壁ブロックや水路ブロック等 のコンクリ−ト部品の連結に有用な部品連結構造に関するものである。   INDUSTRIAL APPLICABILITY The present invention relates to parts that require connection in the abutting state, particularly retaining wall blocks, water channel blocks, etc. The present invention relates to a component connecting structure useful for connecting concrete components.

【0002】[0002]

【従来の技術】[Prior art]

従来、この種の部品連結構造として図9に示すものがある。図において、101 はコンクリ−ト製の擁壁ブロック、102 は各擁壁ブロック101 に埋設されたナッ ト、103 は一方が長穴に形成された一対のボルト挿通孔を有する継手金具、104 はボルトである。   Conventionally, as this type of component connection structure, there is one shown in FIG. In the figure, 101 Is a concrete retaining wall block, and 102 is a nut embedded in each retaining wall block 101. , 103 is a fitting having a pair of bolt insertion holes, one of which is an elongated hole, 104 Is a bolt.

【0003】 上記の擁壁ブロック101 は互いの側面を当接した状態で左右に並設され、両擁 壁ブロック101 のナット部分に継手金具103 を当てがい、ボルト104 を継手板10 3 の挿通孔を通じて各ナット102 にねじ込むことで連結される。[0003]   The above retaining wall blocks 101 are arranged side by side with their side surfaces in contact with each other. Place the fitting 103 on the nut of the wall block 101 and attach the bolt 104 to the joint plate 10. It is connected by screwing it into each nut 102 through the insertion hole of 3.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかし、従来の部品連結構造では、擁壁ブロック101 夫々にボルト104 をねじ 込む必要があるため、連結作業が極めて面倒であり、多数の擁壁ブロック101 で 擁壁を構築する場合にはボルト締めだけでかなりの工数を必要とし作業コストが 大きく嵩む難点がある。   However, in the conventional component connection structure, the bolt 104 is screwed to each retaining wall block 101. Since it is necessary to insert it, the connecting work is extremely troublesome, and with a large number of retaining wall blocks 101 When constructing a retaining wall, only bolting requires a lot of man-hours, and the work cost is high. There is a big drawback.

【0005】 また、ナット102 の埋設位置や継手金具103 の挿通孔位置の誤差等から、現場 でのボルト締めが満足に行なえなかったり、またボルト締めの際に擁壁ブロック 101 間に隙間を生じ易い欠点がある。[0005]   Also, due to errors in the embedded position of the nut 102 and the insertion hole position of the joint fitting 103, Bolts cannot be satisfactorily tightened, or the retaining wall block There is a drawback that gaps are easily formed between 101.

【0006】 更に、連結後の状態で擁壁ブロック101 に外力が加わると、長穴側のボルト10 4 が該長穴との隙間分だけ移動し、擁壁ブロック101 間に隙間を生じる欠点があ る。[0006]   Furthermore, if an external force is applied to the retaining wall block 101 after connection, the bolt 10 4 moves by the amount of the gap with the slot, creating a gap between the retaining wall blocks 101. It

【0007】 本考案は上記問題点に鑑みてなされたもので、その目的とするところは、作業 が簡単で、しかも部品相互を当接状態で確実に連結できる部品連結構造を提供す ることにある。[0007]   The present invention has been made in view of the above problems, and its purpose is to work. Provide a parts connecting structure that is easy to connect and can surely connect the parts to each other in a contacting state. There is something to do.

【0008】[0008]

【課題を解決するための手段】[Means for Solving the Problems]

上記目的を達成するため、請求項1では、当接状態で連結を要する部品夫々に 間隔をおいて同軸上に対向して突設され、同一側に軸線と直交する突起部を有す る連結杆と、対向する両連結杆に側方から外嵌可能な略U字形の断面形を有し、 外嵌時に両連結杆の突起部を受容すると共に湾曲部分から平坦部分にかけて対向 間隔が漸次小さくなる締結辺を有する案内孔を備えた継手板とから部品連結構造 を構成し、対向する両連結杆に継手板を外嵌させ両突起部を案内孔に挿入した後 に該継手板を所定方向に回転させるようにしている。   In order to achieve the above-mentioned object, according to claim 1, each of the parts that require connection in the abutting state is Coaxially facing each other with a gap, and has a protrusion that is orthogonal to the axis on the same side. And a connecting rod that has a substantially U-shaped cross-section that can be externally fitted to both opposing connecting rods, Receiving the projections of both connecting rods when fitting them outside, and facing from the curved part to the flat part Component connection structure with joint plate having guide holes with fastening sides whose spacing becomes gradually smaller After fitting the joint plates to both connecting rods facing each other and inserting both protrusions into the guide holes, The joint plate is rotated in a predetermined direction.

【0009】 また、請求項2では、請求項1記載の部品連結構造において、回転後の継手板 及び両連結杆を硬化材料で被覆している。[0009]   Further, in claim 2, in the component connecting structure according to claim 1, the joint plate after rotation And both connecting rods are covered with a hardening material.

【0010】 更に、請求項3では、請求項1または2記載の部品連結構造において、締結辺 の少なくとも終端部分に凹凸を形成している。[0010]   Further, in claim 3, in the component connecting structure according to claim 1 or 2, the fastening side is Is formed on at least the end portion thereof.

【0011】[0011]

【作用】[Action]

請求項1記載の部品連結構造では、対向する両連結杆に継手板を外嵌させ両突 起部を案内孔に挿入した後に該継手板を所定方向に回転させると、対向間隔が漸 次小さくなる締結辺によって両突起部が内側に押圧されて徐々に接近し、これに 伴って部品が相互に引き寄せられて圧接する。   In the component connecting structure according to claim 1, the joint plates are fitted onto the opposing connecting rods to oppose each other. When the joint plate is rotated in the specified direction after inserting the raised part into the guide hole, the facing distance gradually increases. By the next smaller fastening side, both protrusions are pressed inward and gradually approach, Along with this, the parts are attracted to each other and pressed against each other.

【0012】 請求項2記載の部品連結構造では、回転後の継手板及び両連結杆が同状態のま ま硬化材料によって固定される。また、硬化材料によって継手板及び両連結杆へ の雨水,外気等の接触が阻止されて防錆,防蝕が図られる。[0012]   In the component connecting structure according to claim 2, the joint plate and both connecting rods after rotation are in the same state. It is fixed by the hardened material. In addition, the joint plate and both connecting rods can be Prevents rust and corrosion by preventing contact with rainwater and outside air.

【0013】 請求項3記載の部品連結構造では、継手板を回転する際、両突起部が締結辺の 凹凸に食い込んで相互の結合が強化される。[0013]   In the component connecting structure according to claim 3, when the joint plate is rotated, both protrusions are connected to each other at the fastening sides. It penetrates into the unevenness and strengthens the mutual connection.

【0014】[0014]

【実施例】【Example】

図1乃至図8は本考案の一実施例を示すもので、図1は部品連結構造の構成図 、図2は継手板の斜視図、図3は継手板の展開図、図4乃至図8は連結操作の説 明図である。   1 to 8 show an embodiment of the present invention, and FIG. 1 is a block diagram of a component connecting structure. 2 is a perspective view of the joint plate, FIG. 3 is a developed view of the joint plate, and FIGS. 4 to 8 are explanations of the connecting operation. It is a clear view.

【0015】 図1において、1はコンクリ−ト製の擁壁ブロック、2は各擁壁ブロック1に 設けられた連結杆、3は継手板である。[0015]   In FIG. 1, 1 is a concrete retaining wall block, 2 is each retaining wall block 1. The connecting rods 3 provided are joint plates.

【0016】 擁壁ブロック1は互いの側面を当接した状態で左右に並設されて擁壁を構築す るためので、各擁壁ブロック1の当接面の角部分には四角形の空隙部1aが形成 されている。[0016]   The retaining wall blocks 1 are arranged side by side with their side surfaces in contact with each other to form a retaining wall. Therefore, a square void 1a is formed at the corner of the contact surface of each retaining wall block 1. Has been done.

【0017】 連結杆2は断面円形の棒鋼または異形棒鋼から成り、その一端部には棒鋼の端 部を直角に折り曲げることで突起部2aが形成されている。この連結杆2は、突 起部2aとは反対側の端部を上記空隙部1aの対向壁夫々の中央に埋設されて同 軸上で対向しており、両突起部2aを上方に向けている。また、連結杆2の突出 長さは空隙部1aの幅よりも短く、擁壁ブロック1を当接した状態で両連結杆2 の間には所定の間隔が形成される。[0017]   The connecting rod 2 is made of steel bar having a circular cross section or deformed steel bar, and one end of the bar is an end of the steel bar. The protrusion 2a is formed by bending the portion at a right angle. This connecting rod 2 The end portion on the opposite side of the raised portion 2a is embedded in the center of each of the facing walls of the void portion 1a, and They are opposed to each other on the shaft, and both protrusions 2a face upward. Also, the projection of the connecting rod 2 The length is shorter than the width of the void portion 1a, and the two connecting rods 2 are in contact with the retaining wall block 1. A predetermined space is formed between them.

【0018】 継手板3は図2にも示すように、連結杆2に側方から外嵌可能なU字形の断面 形を有しており、一方の平坦部分が他方よりも長めに形成されている。また、継 手板3には湾曲部分から長尺側の平坦部分にかけて逆ハ字形をなす2つの案内孔 3aが形成され、両案内孔3aの外寄りの内側縁には対向間隔が漸次小さくなる 締結辺3bが形成されている。各案内孔3aの湾曲部分の内径は連結杆2の突起 部2aの径よりもやや大きく、また対向状態にある連結杆2の突起部2aとほぼ 一致した間隔を有している。また、各案内孔3aの平坦部分の内径は突起部2a の断面径とほぼ一致している。[0018]   As shown in FIG. 2, the joint plate 3 has a U-shaped cross section that can be externally fitted to the connecting rod 2 from the side. It has a shape, and one flat part is formed longer than the other. In addition, The hand plate 3 has two guide holes having an inverted V shape from the curved portion to the flat portion on the long side. 3a is formed, and the facing distance is gradually reduced at the outer edges of both guide holes 3a. The fastening side 3b is formed. The inner diameter of the curved portion of each guide hole 3a is the protrusion of the connecting rod 2. It is slightly larger than the diameter of the portion 2a, and is almost the same as the protruding portion 2a of the connecting rod 2 in the opposing state. It has a consistent spacing. Further, the inner diameter of the flat portion of each guide hole 3a is equal to the protrusion 2a. The cross-section diameter is almost the same.

【0019】 この継手板3は、図3に示す矩形状の鋼板4の中央に上記案内孔3aと同形状 の長穴4aを打抜き加工で穿設し、長穴4aの大径部分の中心線(図中1点鎖線 )を中心としてU字形に折り曲げられて形成される。[0019]   The joint plate 3 has the same shape as the guide hole 3a at the center of the rectangular steel plate 4 shown in FIG. Of the long hole 4a is punched, and the center line of the large diameter part of the long hole 4a (one-dot chain line in the figure ) Is centered and it is bent and formed in a U shape.

【0020】 以下に、図1及び図4乃至図7を参照して、擁壁ブロック1の連結操作につい て説明する。まず、連結対象となる擁壁ブロック1を図1に示すように互いの側 面を当接した状態で並設する。この状態では両擁壁ブロック1の連結杆2が同軸 上に間隔をおいて対向する。[0020]   Below, referring to FIG. 1 and FIGS. 4 to 7, the connection operation of the retaining wall block 1 will be described. Explain. First, as shown in FIG. 1, the retaining wall blocks 1 to be connected are connected to each other. They are arranged side by side with their surfaces in contact with each other. In this state, the connecting rods 2 of both retaining wall blocks 1 are coaxial. Opposing at a distance above.

【0021】 次に、図4及び図6に示すように、対向する両連結杆2に上方から継手板3を 外嵌させ、両突起部2aを案内孔3aの湾曲部分に挿入する。同部分の内径が連 結杆2の突起部2aの径よりもやや大きく形成されているため、両突起部2aの 挿入は容易に行なえる。[0021]   Next, as shown in FIGS. 4 and 6, the joint plates 3 are attached to the opposing connecting rods 2 from above. External fitting is performed, and both protrusions 2a are inserted into the curved portion of the guide hole 3a. The inner diameter of the same part is continuous Since the diameter of the projection 2a of the rod 2 is formed to be slightly larger than that of the projection 2a, Insertion is easy.

【0022】 次に、図5及び図7に示すように、継手板3を連結杆2を中心として反時計周 りに約90°回転させる。この回転過程では、両案内孔3の締結辺3bによって 両突起部2aが内側に押圧されて徐々に接近し、これに伴って両擁壁ブロック1 が相互に引き寄せられて圧接する。継手板3の回転は各案内孔3の終端が両突起 部2aに当接したところで完了する。[0022]   Next, as shown in FIGS. 5 and 7, the joint plate 3 is rotated counterclockwise about the connecting rod 2. Rotate about 90 °. In this rotation process, the fastening sides 3b of both guide holes 3 Both projections 2a are pressed inward and gradually approach, and along with this, both retaining wall blocks 1 Are attracted to each other and pressed. For the rotation of the joint plate 3, the end of each guide hole 3 has both protrusions. It is completed when it comes into contact with the portion 2a.

【0023】 次に、図8に示すように、両擁壁ブロック1の空隙部1aにモルタル,コンク リ−ト等の硬化材料5を該ブロック1の外形に合わせて充填し、回転後の継手板 3及び両連結杆2を被覆する。これにより、硬化材料5の硬化によって継手板3 及び両連結杆2が同状態のまま固定される。[0023]   Next, as shown in FIG. 8, mortar and concrete are placed in the voids 1a of both retaining wall blocks 1. A joint plate after rotation, which is filled with a hardening material 5 such as a leot according to the outer shape of the block 1. 3 and both connecting rods 2 are covered. As a result, the joint plate 3 is cured by curing the curing material 5. Also, both connecting rods 2 are fixed in the same state.

【0024】 上述の部品連結構造では、対向する両連結杆2に継手板3を外嵌させ所定方向 に回転させるだけの極めて簡単な操作で擁壁ブロック1の連結を行なうことがで き、ボルト締めを必要とする従来のものに比べて作業工数を格段と減少させてコ ストを削減できる利点がある。[0024]   In the above-described component connecting structure, the joint plates 3 are fitted onto the opposing connecting rods 2 in a predetermined direction. The retaining wall block 1 can be connected by an extremely simple operation of simply rotating In comparison with the conventional one, which requires bolt tightening, the work man-hour is significantly reduced and There is an advantage that the strike can be reduced.

【0025】 また、継手板3の回転で連結杆2の両突起部2aを内側に接近させ、擁壁ブロ ック1を相互に引き寄せて圧接できるので、擁壁ブロック1を当接状態で確実に 連結でき、構築を不良なく行なえる利点がある。[0025]   Also, by rotating the joint plate 3, both projections 2a of the connecting rod 2 are brought closer to the inside, and the retaining wall block is rotated. Since the hooks 1 can be pulled together and pressed against each other, the retaining wall block 1 can be securely contacted. There is an advantage that they can be connected and construction can be done without defects.

【0026】 更に、回転後の継手板3及び両連結杆2を硬化材料5で被覆することで、両者 を同状態のまま固定し、継手板3のがたつきや衝撃等による両者の緩みを防止で きる利点がある。[0026]   Further, by covering the joint plate 3 and both connecting rods 2 after the rotation with the hardening material 5, both While keeping the same state, prevent the joint plate 3 from loosening due to rattling or impact. There is an advantage.

【0027】 更にまた、硬化材料5によって継手板3及び両連結杆2への雨水,外気等の接 触が防止されるので、両部材に錆付きや腐蝕が生じることがない。[0027]   Furthermore, the hardening material 5 allows the joint plate 3 and the two connecting rods 2 to come into contact with rainwater, outside air, and the like. Since the touch is prevented, neither rust nor corrosion occurs on both members.

【0028】 図10及び図11は継手板の他の実施例を示すもので、図10は継手板の斜視 図、図11は継手板の展開図である。図10に示した継手板13は、連結杆2に 側方から外嵌可能なU字形の断面形を有しており、一方の平坦部分が他方よりも 長めに形成されている。また、継手板13には湾曲部分から長尺側の平坦部分に かけて逆台形をなす案内孔13aが形成され、該案内孔13aの外寄りの内側縁 には対向間隔が漸次小さくなる締結辺13bが形成されている。この継手板13 は、図11に示す矩形状の鋼板14の中央に上記案内孔13aと同形状の長穴1 4aを打抜き加工で穿設し、長穴14aの大幅部分の中心線(図中1点鎖線)を 中心としてU字形に折り曲げられて形成される。[0028]   10 and 11 show another embodiment of the joint plate, and FIG. 10 is a perspective view of the joint plate. 11 and 12 are development views of the joint plate. The joint plate 13 shown in FIG. It has a U-shaped cross-section that can be fitted from the side, and one flat portion is It is formed long. In addition, the joint plate 13 is changed from a curved portion to a flat portion on the long side. An inverted trapezoidal guide hole 13a is formed over the inner edge of the guide hole 13a. Is formed with a fastening side 13b whose facing distance is gradually reduced. This joint plate 13 Is a long hole 1 having the same shape as the guide hole 13a in the center of a rectangular steel plate 14 shown in FIG. 4a is punched and the center line (dashed line in the figure) of a large part of the elongated hole 14a is formed. It is formed by bending it into a U shape as the center.

【0029】 この継手板13は先に述べた継手板3に代えて用いることが可能であり、同様 の連結操作と効果を得ることができる。[0029]   This joint plate 13 can be used in place of the joint plate 3 described above, and The connection operation and effect of can be obtained.

【0030】 図12は継手板の他の実施例を示す斜視図である。同図に示した継手板23は 、連結杆2に側方から外嵌可能なU字形の断面形を有しており、一方の平坦部分 が他方よりも長めに形成されている。また、継手板23には湾曲部分から長尺側 の平坦部分にかけて逆ハ字形をなす2つの案内孔23aが形成され、両案内孔2 3aの外寄りの内側縁には対向間隔が漸次小さくなる締結辺23bが形成されて いる。各案内孔23aの湾曲部分の内径は連結杆2の突起部2aの径よりもやや 大きく、また対向状態にある連結杆2の突起部2aとほぼ一致した間隔を有して いる。また、各案内孔23aの平坦部分の内径は突起部2aの断面径とほぼ一致 している。更に、各締結片23bの終端部分には、鋸歯状の凹凸23cが形成さ れてる。[0030]   FIG. 12 is a perspective view showing another embodiment of the joint plate. The joint plate 23 shown in FIG. , Has a U-shaped cross section that can be externally fitted to the connecting rod 2 and has a flat portion on one side. Is formed to be longer than the other. In addition, the joint plate 23 has a long side from the curved portion. Two guide holes 23a having an inverted V shape are formed over the flat portion of the The outer edge of 3a is formed with a fastening side 23b whose facing distance is gradually reduced. There is. The inner diameter of the curved portion of each guide hole 23a is slightly larger than the diameter of the protruding portion 2a of the connecting rod 2. It is large and has an interval substantially corresponding to the protrusion 2a of the connecting rod 2 in the opposed state. There is. The inner diameter of the flat portion of each guide hole 23a is substantially equal to the cross-sectional diameter of the protrusion 2a. is doing. Further, sawtooth-shaped unevenness 23c is formed at the end portion of each fastening piece 23b. It is

【0031】 この継手板23も先に述べた継手板3に代えて用いることが可能であり、該継 手板23の回転過程では両連結杆2の突起部2aを締結辺23bの凹凸23cに 食い込ませて相互の結合を強化することができる。上記の凹凸23cは図10に 示した継手板13にも採用でき、その形状も鋸歯以外の形状であってもよい。他 の効果は上記実施例と同様である。[0031]   This joint plate 23 can also be used in place of the joint plate 3 described above. In the process of rotating the hand plate 23, the projections 2a of the two connecting rods 2 are made into the unevenness 23c of the fastening side 23b. It can dig in and strengthen the bond with each other. The unevenness 23c is shown in FIG. It can also be applied to the joint plate 13 shown, and its shape may be a shape other than a saw tooth. other The effect of is similar to that of the above embodiment.

【0032】 図13は擁壁ブロック及び連結杆の他の実施例を示す斜視図である。同図に示 した擁壁ブロック31は、互いの側面を当接した状態で左右に並設されて擁壁を 構築するためので、各擁壁ブロック31の当接面の一側には、所定深さの四角形 の空隙部31aが形成されている。連結杆32は断面円形の棒鋼から成り、その 一端部には棒鋼の端部を直角に折り曲げることで突起部32aが形成されている 。この連結杆32は、突起部32aとは反対側の端部を上記空隙部31aの対向 壁夫々の中央に埋設されて同軸上で対向しており、両突起部2aは手前に向いて いる。また、連結杆32の突出長さは空隙部31aの幅よりも短く、擁壁ブロッ ク31を当接した状態で両連結杆32の間には所定の間隔が形成される。[0032]   FIG. 13 is a perspective view showing another embodiment of the retaining wall block and the connecting rod. Shown in the figure The retaining wall blocks 31 are arranged side by side in a state where the side surfaces of the retaining wall blocks 31 are in contact with each other to form the retaining wall. Because of the construction, one side of the contact surface of each retaining wall block 31 has a quadrangle of a predetermined depth. Voids 31a are formed. The connecting rod 32 is made of steel bar with a circular cross section. A protrusion 32a is formed at one end by bending the end of the steel bar at a right angle. . The connecting rod 32 has an end portion on the side opposite to the protruding portion 32a facing the void portion 31a. They are embedded in the center of each wall and are coaxially opposed to each other, and both protrusions 2a face forward. There is. Further, the protruding length of the connecting rod 32 is shorter than the width of the void portion 31a, and the retaining wall block A predetermined gap is formed between the connecting rods 32 in a state in which the hook 31 is in contact.

【0033】 上記の擁壁ブロック31及び連結杆32の場合でも、先に述べた全ての継手板 3,13,23が使用できる。連結の際には継手板3,13,23を手前側が両 連結杆32に外嵌し、該継手板3,13,23を反時計回りに回転させればよく 、同様の連結操作と効果を得ることができる。[0033]   Even in the case of the retaining wall block 31 and the connecting rod 32, all the joint plates described above 3,13,23 can be used. When connecting, place the joint plates 3, 13, 23 on both sides It suffices if it is fitted onto the connecting rod 32 and the joint plates 3, 13 and 23 are rotated counterclockwise. , Similar connection operation and effect can be obtained.

【0034】 尚、上記の実施例では、回転後の継手板及び両連結杆を硬化材料で被覆したも のを示したが、継手板の連結で十分な連結強度が得られる場合には硬化材料によ る被覆は必ずしも必要なものではない。また、連結対象として左右に並設される 擁壁ブロックを示したが、上下に積み重ねられる擁壁ブロックや水路ブロック等 の他のコンクリ−ト部品を対象としてもよく、広くは当接状態で連結を要する部 品全体に適用できる。[0034]   In the above embodiment, the joint plate after rotation and both connecting rods were coated with a hardening material. However, if sufficient joint strength can be obtained by connecting the joint plates, the cured material may be used. The coating is not always necessary. In addition, it is placed side by side as a connection target Retaining wall blocks are shown, but retaining wall blocks and waterway blocks that can be stacked vertically Other concrete parts may be used as a target. It can be applied to the entire product.

【0035】[0035]

【考案の効果】[Effect of device]

以上詳述したように、請求項1記載の部品連結構造によれば、対向する両連結 杆に継手板を外嵌させ所定方向に回転させるだけの極めて簡単な操作で部品の連 結を行なうことができ、ボルト締めを必要とする従来のものに比べて作業工数を 格段と減少させてコストを削減できる利点がある。また、継手板の回転で連結杆 の両突起部を内側に接近させ部品を相互に引き寄せて圧接できるので、部品を当 接状態で確実に連結できる利点がある。   As described in detail above, according to the component connecting structure of the first aspect, both opposing connections Connecting the parts with a very simple operation of fitting the joint plate on the rod and rotating it in the specified direction. It can be tied and requires less work man-hours compared to the conventional one that requires bolt tightening. There is an advantage that the cost can be drastically reduced to reduce the cost. Also, the joint rod can be rotated by rotating the joint plate. Since the two protruding parts of the parts can be brought inward and the parts can be pulled together and pressed together, There is an advantage that they can be reliably connected in the contact state.

【0036】 また、請求項2記載の部品連結構造によれば、回転後の継手板及び両連結杆を 硬化材料で被覆することで、両者を同状態のまま固定し、継手板のがたつきや衝 撃等による両者の緩みを防止できる利点がある。また、硬化材料によって継手板 及び両連結杆への雨水,外気等の接触が防止されるので、両部材に錆付きや腐蝕 が生じることがない。[0036]   Further, according to the component connecting structure of the second aspect, the joint plate after rotation and the both connecting rods are By coating with a hardening material, both are fixed in the same state, and the joint plate rattles and impacts. There is an advantage that both of them can be prevented from loosening due to strikes. Also, the joint plate made of hardened material Also, since the contact of rainwater, outside air, etc. to both connecting rods is prevented, both members are rusted or corroded. Does not occur.

【0037】 更に、請求項3記載の部品連結構造によれば、継手板の回転過程で両連結杆の 突起部を締結辺の凹凸に食い込ませ、相互の結合を強化できる利点がある。[0037]   Further, according to the component connecting structure of the third aspect, both connecting rods are rotated in the process of rotating the joint plate. There is an advantage that the protrusions can be bitten into the concavities and convexities of the fastening side to strengthen the mutual connection.

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

【図1】本考案の一実施例を示す部品連結構造の構成図FIG. 1 is a block diagram of a parts connecting structure showing an embodiment of the present invention.

【図2】継手板の斜視図FIG. 2 is a perspective view of a joint plate.

【図3】継手板の展開図[Fig. 3] Development view of joint plate

【図4】連結操作の説明図FIG. 4 is an explanatory diagram of a connecting operation.

【図5】連結操作の説明図FIG. 5 is an explanatory diagram of a connecting operation.

【図6】連結操作の説明図FIG. 6 is an explanatory diagram of a connecting operation.

【図7】連結操作の説明図FIG. 7 is an explanatory diagram of a connecting operation.

【図8】連結操作の説明図FIG. 8 is an explanatory diagram of a connecting operation.

【図9】従来例を示す部品連結構造の構成図FIG. 9 is a configuration diagram of a component connection structure showing a conventional example.

【図10】継手板の他の実施例を示す斜視図FIG. 10 is a perspective view showing another embodiment of the joint plate.

【図11】継手板の展開図FIG. 11 is a development view of a joint plate

【図12】継手板の他の実施例を示す斜視図FIG. 12 is a perspective view showing another embodiment of the joint plate.

【図13】擁壁ブロック及び連結杆の他の実施例を示す
斜視図
FIG. 13 is a perspective view showing another embodiment of the retaining wall block and the connecting rod.

【符号の説明】[Explanation of symbols]

1…擁壁ブロック、2…連結杆、2a…突起部、3…継
手板、3a…案内孔、3b…締結辺、5…硬化材料、1
3…継手板、13a…案内孔、13b…締結辺、23…
継手板、23a…案内孔、23b…締結辺、31…擁壁
ブロック、32…連結杆、32a…突起部。
DESCRIPTION OF SYMBOLS 1 ... Retaining wall block, 2 ... Connection rod, 2a ... Projection part, 3 ... Joint plate, 3a ... Guide hole, 3b ... Fastening side, 5 ... Hardened material, 1
3 ... Joint plate, 13a ... Guide hole, 13b ... Fastening side, 23 ...
Joint plate, 23a ... Guide hole, 23b ... Fastening side, 31 ... Retaining wall block, 32 ... Connecting rod, 32a ... Projection part.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 E04B 2/02 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification code Office reference number FI technical display area E04B 2/02

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 当接状態で連結を要する部品夫々に間隔
をおいて同軸上に対向して突設され、同一側に軸線と直
交する突起部を有する連結杆と、 対向する両連結杆に側方から外嵌可能な略U字形の断面
形を有し、外嵌時に両連結杆の突起部を受容すると共に
湾曲部分から平坦部分にかけて対向間隔が漸次小さくな
る締結辺を有する案内孔を備えた継手板とから成り、 対向する両連結杆に継手板を外嵌させ両突起部を案内孔
に挿入した後に該継手板を所定方向に回転させるように
した、 ことを特徴とする部品連結構造。
1. A connecting rod, which is provided in such a manner as to be coaxially opposed to each other in abutment with each other and requires a connection, and which has a projection portion orthogonal to the axis on the same side, and both opposing connecting rods. A guide hole having a substantially U-shaped cross-section that can be externally fitted from the side is provided with a fastening side that receives the projections of both connecting rods at the time of external fitting and has a fastening side where the facing distance gradually decreases from the curved portion to the flat portion. And a joint plate, and the joint plate is fitted onto both opposing connecting rods so that the joint plates are rotated in a predetermined direction after inserting both projections into the guide holes. .
【請求項2】 回転後の継手板及び両連結杆を硬化材料
で被覆した、請求項1記載の部品連結構造。
2. The component connecting structure according to claim 1, wherein the joint plate after rotation and both connecting rods are covered with a hardening material.
【請求項3】 締結辺の少なくとも終端部分に凹凸を形
成した、請求項1または2記載の部品連結構造。
3. The component connecting structure according to claim 1, wherein unevenness is formed on at least a terminal portion of the fastening side.
JP5425091U 1991-07-12 1991-07-12 Parts connection structure Expired - Fee Related JP2542959Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5425091U JP2542959Y2 (en) 1991-07-12 1991-07-12 Parts connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5425091U JP2542959Y2 (en) 1991-07-12 1991-07-12 Parts connection structure

Publications (2)

Publication Number Publication Date
JPH057738U true JPH057738U (en) 1993-02-02
JP2542959Y2 JP2542959Y2 (en) 1997-07-30

Family

ID=12965307

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5425091U Expired - Fee Related JP2542959Y2 (en) 1991-07-12 1991-07-12 Parts connection structure

Country Status (1)

Country Link
JP (1) JP2542959Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006509931A (en) * 2002-04-29 2006-03-23 レディ−ロック インターナショナル リミテッド ライアビリティ カンパニー System for interconnecting wall block
JP2017066598A (en) * 2015-09-28 2017-04-06 大和ハウス工業株式会社 Precast concrete foundation, joint member and joint structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006509931A (en) * 2002-04-29 2006-03-23 レディ−ロック インターナショナル リミテッド ライアビリティ カンパニー System for interconnecting wall block
JP2017066598A (en) * 2015-09-28 2017-04-06 大和ハウス工業株式会社 Precast concrete foundation, joint member and joint structure

Also Published As

Publication number Publication date
JP2542959Y2 (en) 1997-07-30

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