JPH06185043A - Connector for geogrid material and execution method thereof - Google Patents

Connector for geogrid material and execution method thereof

Info

Publication number
JPH06185043A
JPH06185043A JP28742991A JP28742991A JPH06185043A JP H06185043 A JPH06185043 A JP H06185043A JP 28742991 A JP28742991 A JP 28742991A JP 28742991 A JP28742991 A JP 28742991A JP H06185043 A JPH06185043 A JP H06185043A
Authority
JP
Japan
Prior art keywords
geogrid material
mesh
connector
geogrid
connecting tool
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
JP28742991A
Other languages
Japanese (ja)
Inventor
Kiyoshi Yamamoto
山本  清
Susumu Kato
進 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.)
Maeda Kosen Co Ltd
Oyo Kikaku KK
Original Assignee
Maeda Kosen Co Ltd
Oyo Kikaku 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 Maeda Kosen Co Ltd, Oyo Kikaku KK filed Critical Maeda Kosen Co Ltd
Priority to JP28742991A priority Critical patent/JPH06185043A/en
Publication of JPH06185043A publication Critical patent/JPH06185043A/en
Pending legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

(57)【要約】 (修正有) 【目的】 ジオグリッド材を引張力を同じになるように
連結するのが難かしかった。施工性もよく、コストも安
く、尚且つ、引張力を保持する連結具を提供する。 【構成】 網からなるジオグリッド材2の連結具1であ
って、帯状の基板の少なくとも一側縁に、網目に挿入さ
れる多数の鉤14を付設したもの。他の側縁にも同様な
鉤を付設してもよい。他の側縁をアングル状に屈折して
もよい。
(57) [Summary] (Corrected) [Purpose] It was difficult to connect geogrid materials with the same tensile force. (EN) Provided is a connector which has good workability, low cost, and holds tensile force. A connecting tool 1 for a geogrid material 2 made of a mesh, in which a large number of hooks 14 to be inserted in a mesh are attached to at least one side edge of a belt-shaped substrate. Similar hooks may be attached to the other side edges. The other side edge may be bent in an angle.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は網からなるジオグリッ
ド材の連結具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connector for a geogrid material made of mesh.

【0002】[0002]

【従来の技術】従来ジオグリッド材を施工現場で連結す
るには様々な方法が用いられてきた。ジオグリッド材は
本来引張力を生かして使うものであるが、網の経同志を
本体の引張力と同じ強度になるように連結することは極
めて難しかった。現場施工の場合であるから、道具・時
間・技術などにも制約があり、施工性・コストも問題に
されるので、的確な方法がなかった。
2. Description of the Related Art Conventionally, various methods have been used to connect geogrid materials at a construction site. The geogrid material is originally used by making use of the tensile force, but it was extremely difficult to connect the meshes of the mesh so as to have the same strength as the tensile force of the main body. Since it is a case of on-site construction, there are restrictions on tools, time, technology, etc., and construction efficiency and cost are also problems, so there was no accurate method.

【0003】[0003]

【発明が解決しようとする課題】この発明は、安価な材
料で、施工性がよく、充分の連結強度を有し、種々の形
態の連結が可能な連結具を提供することを目的としてい
る。
SUMMARY OF THE INVENTION An object of the present invention is to provide a connector which is made of an inexpensive material, has good workability, has sufficient connection strength, and can be connected in various forms.

【0004】[0004]

【課題を解決するための手段】本発明は、上記のような
問題点を解決するために、強度の大きい薄板からなる帯
状の基板の少なくとも一側縁に、各々の網目に挿入され
る多数の鉤を付設して形成する。
SUMMARY OF THE INVENTION In order to solve the above problems, the present invention has a large number of thin mesh-like substrates which are inserted into each mesh on at least one side edge of a strip-shaped substrate. It is formed by attaching hooks.

【0005】[0005]

【作用】このように構成すると、連結具そのものは鋼板
の加工などにより、大量に、従って安価に入手すること
が可能である。又、施工は多数の鉤を網目に差し込むだ
けでよいから極めて簡単である。更に、各々の網目で働
くのでジオグリッド材のそれぞれの線条が強度を発揮
し、本体同様の強度が確保できる。
With this structure, the connecting device itself can be obtained in a large amount at a low cost by processing a steel plate or the like. Moreover, the construction is extremely simple because it is only necessary to insert a large number of hooks into the mesh. Furthermore, since each mesh works, each line of the geogrid material exerts its strength, and the same strength as the main body can be secured.

【0006】[0006]

【実施例1】以下、この発明の実施例を図面について詳
しく説明する。製造方法を規定するものではないが、理
解を助けるために、製造工程の一例を工程順に説明す
る。図2に示すように、厚さ3.2mm、巾15cm、
長さ1mの亜鉛メッキ鋼板の長尺帯状体からなる基板1
0の片側の側縁11に、ジオグリッド材の網目に合致す
る3cm間隔で櫛の歯状の切込み12を形成する。切込
みの巾は10mmで、奥の方が巾広で15mm、切込み
の深さは3cmである。図1に示すように、多数の切込
み12によって側縁には多数の突起13が形成される。
この突起13を同じ側に略直角に屈曲して鉤14とし、
ジオグリッド材の連結具1を形成する。
Embodiment 1 An embodiment of the present invention will be described in detail below with reference to the drawings. Although it does not define the manufacturing method, an example of the manufacturing process will be described in the order of the processes in order to facilitate understanding. As shown in FIG. 2, the thickness is 3.2 mm, the width is 15 cm,
Substrate 1 made of a long strip of galvanized steel sheet with a length of 1 m
On one side edge 11 of 0, comb tooth-shaped cuts 12 are formed at intervals of 3 cm that matches the mesh of the geogrid material. The width of the cut is 10 mm, the width at the back is 15 mm, and the depth of the cut is 3 cm. As shown in FIG. 1, a large number of notches 12 form a large number of protrusions 13 on the side edges.
Bend this protrusion 13 to the same side at a substantially right angle to form a hook 14,
A connector 1 of geogrid material is formed.

【0007】この連結具1を用いてジオグリッド材2を
連結するには、図3に示すように、連結するジオグリッ
ド材2の端部をこの連結具1の上に被せて押さえつけ、
鉤14をそれぞれ網目21の中に差し込む。次ぎに連結
するジオグリッド材2の端部の網目21を差し込む。二
枚のジオグリッド材1を反対方法に引っ張れば網目21
の緯22は確りと鉤14に引掛り連結される。基板10
が連結具1の倒れるのを防ぐ役目を果たすので、連結具
が回転して鉤が外れるようなことはない。二枚のジオグ
リッド材2の連結したい部分を重ね合わせ、その上から
連結具1の鉤14を押し込んで連結しても良いことは勿
論である。基板10のところどころに丸孔15を開けて
おき、フックピン31を打ち、連結具1を介してジオグ
リッド材2を地盤3に固定するのに用いるとよい。
To connect the geogrid material 2 using the connecting tool 1, as shown in FIG. 3, the end portion of the geogrid material 2 to be connected is put on the connecting tool 1 and pressed.
Each of the hooks 14 is inserted into the mesh 21. Next, the mesh 21 at the end of the geogrid material 2 to be connected is inserted. If two Geogrid materials 1 are pulled in the opposite way, the mesh 21
The weft 22 is hooked to the hook 14 and connected. Board 10
Plays a role of preventing the connector 1 from collapsing, so that the connector will not rotate and the hook will not come off. It goes without saying that the two portions of the geogrid material 2 to be connected may be overlapped with each other and the hook 14 of the connecting tool 1 may be pushed in to connect them. A round hole 15 may be opened in some places of the substrate 10, a hook pin 31 may be hit, and the geogrid material 2 may be fixed to the ground 3 via the connecting tool 1.

【0008】[0008]

【実施例2】図4に示すように、帯状の基板10の両側
の側縁11には前実施例のように、多数の鉤14を付設
する。鉤14はやや丸みを持たせて内側に湾曲させる。
反対側の側縁11にも同様に鉤14を設けて連結具1を
形成する。この連結具を使用する場合には、それぞれの
側縁の鉤14に網目21を差し込んでジオグリッド材2
同志の連結に用いる。
Second Embodiment As shown in FIG. 4, a large number of hooks 14 are attached to the side edges 11 on both sides of the belt-shaped substrate 10 as in the previous embodiment. The hook 14 is slightly rounded and curved inward.
The hook 14 is similarly provided on the opposite side edge 11 to form the connector 1. When using this connecting tool, the mesh 21 is inserted into the hooks 14 on the respective side edges to make the geogrid material 2
Used to connect fellows.

【0009】[0009]

【実施例3】図5に示すように、帯状の基板10の片側
の側縁11には前実施例のように、多数の鉤14を付設
する。鉤14はやや丸みを持たせて内側に湾曲させる。
もう一方の側縁11は鉤と同一方向に直角に屈折し、ア
ングル部16を形成する。アングル部16には長手方向
に5cm間隔で丸孔15を付設してジオグリッド材の連
結具1を完成する。この実施例3の連結具1はジオグリ
ッド材を種々の物体と連結するのに用いることができ
る。二三の使用方法を例示する。いずれの場合も、片側
の側縁11の鉤14にはジオグリッド材2の網目21を
差し込んで使用する。
Third Embodiment As shown in FIG. 5, a large number of hooks 14 are attached to one side edge 11 of the belt-shaped substrate 10 as in the previous embodiment. The hook 14 is slightly rounded and curved inward.
The other side edge 11 is bent at a right angle in the same direction as the hook to form an angle portion 16. The circular holes 15 are provided in the angle portion 16 at intervals of 5 cm in the longitudinal direction to complete the connector 1 of the geogrid material. The connector 1 of this Example 3 can be used to connect the geogrid material to various objects. A few methods of use are illustrated. In any case, the mesh 21 of the geogrid material 2 is inserted into the hook 14 of the side edge 11 on one side for use.

【0010】図6に示すように、アングル部16はU字
ボルト32を介して上下方向の杭33と連結する。図7
に示すように、壁体34の裏面に突出する埋め込みボル
ト35をアングル部の丸孔15に通してナット締めし、
壁体34と連結する。図8に示すように、端部に本実施
例の連結具1を取付けたジオグリッド材2同志を、アン
グル部16の背中を合わせてボルトナットで連結する。
軟弱地盤など広い場所で、大型のジオグリッド材同志を
連結する時などに便利である。図9に示すように、アン
グル部16同志の間に一定巾の隙間36を開けて連結す
る例である。ジオグリッド材2の一部に孔をあけるよう
な場合に、孔の部分をこのような方法で補強することが
可能である。
As shown in FIG. 6, the angle portion 16 is connected to a vertical pile 33 via a U-shaped bolt 32. Figure 7
As shown in, the embedded bolt 35 protruding on the back surface of the wall body 34 is passed through the round hole 15 of the angle portion and the nut is tightened.
It connects with the wall 34. As shown in FIG. 8, the geogrid members 2 each having the connector 1 of this embodiment attached to the ends thereof are connected by bolts and nuts with the backs of the angle portions 16 aligned.
It is convenient when connecting large geogrid materials in a wide area such as soft ground. As shown in FIG. 9, this is an example in which a gap 36 having a constant width is formed between the angle portions 16 to connect them. When making a hole in a part of the geogrid material 2, it is possible to reinforce the part of the hole by such a method.

【0011】[0011]

【実施例4】アングル部16を鉤14と反対側に屈折さ
せた連結具の使用例である。ジオグリッド材2を盛土の
補強に用いる場合、図10に示すように、アングル部1
6を鉤14と反対側に鋭角的に屈折し、アングル部を高
く形成しておく。鉤14を網目21に差し込む。その上
に盛土4を行ない、充分に転圧する。ジオグリッド材2
は盛土4との間に働く摩擦力による引抜抵抗と材料の引
張強度によって盛土の滑り破壊を防ぐ効果があるが、こ
のように施工するとこのアングル部16が抵抗板となっ
て、ジオグリッド材2の引抜きに対抗できる。この為に
ジオグリッド材2を短くすることもできるので、盛土4
の奥行きが短く充分の引抜抵抗がとれないような場合に
は非常に有効である。このような場合、可撓性のある布
製型枠に現場でコンクリートを注入して形成したコンク
リート袋37や土嚢をアングル部16と一体化して引抜
抵抗を増大することも可能である。
[Embodiment 4] This is an example of using a connector in which the angle portion 16 is bent to the side opposite to the hook 14. When the geogrid material 2 is used to reinforce the embankment, as shown in FIG.
6 is bent to the side opposite to the hook 14 at an acute angle to form a high angle portion. Insert the hook 14 into the mesh 21. Fill embankment 4 on it and roll it sufficiently. Geogrid material 2
Has the effect of preventing the sliding failure of the embankment due to the pull-out resistance due to the frictional force acting between it and the embankment 4 and the tensile strength of the material. Can withstand pulling out. For this reason, the geogrid material 2 can be shortened, so that the embankment 4
It is very effective when the depth is short and sufficient pulling resistance cannot be obtained. In such a case, it is possible to increase the pull-out resistance by integrating the concrete bag 37 or the sandbag formed by pouring concrete into the flexible cloth formwork at the site with the angle portion 16.

【0012】ジオグリッド材2を地盤3に敷設した後、
上方に巻き上げる場合に、図11に示すように、ジオグ
リッド材2を曲げたい個所に連結具1を上から取付け、
連結具1を外側に押し付け、アングル部16の外角に沿
わせてジオグリッド材2を上方に巻き上げる。ごわごわ
して曲げ難い材料も押し付けられるので、きれいに巻き
上げられるので都合がよい。ジオグリッド材2を巻き上
げる場合、図12に示すように、鉤14と同じ側にアン
グル部16が付設された連結具1を用い、ジオグリッド
材2の上から別の抑え板材38を当てて締め付ける方法
もとってもよい。
After laying the geogrid material 2 on the ground 3,
When winding up, as shown in FIG. 11, attach the connecting tool 1 from the top to the place where you want to bend the geogrid material 2,
The connecting tool 1 is pressed outward, and the geogrid material 2 is rolled up along the outer corner of the angle portion 16. It is convenient because it allows you to roll up materials that are stiff and difficult to bend, so you can wind them up neatly. When the geogrid material 2 is wound up, as shown in FIG. 12, the connector 1 having the angle portion 16 attached to the same side as the hook 14 is used, and another restraining plate material 38 is applied from above the geogrid material 2 and tightened. The method may be taken.

【0013】[0013]

【実施例5】基板10の片側に鉤14を設けたままで使
用する例である。図13に示すように、ジオグリッド材
2の端部の網目21に鉤14を差し込んで、反対側の孔
にターンパックル39を取付けて他の物体と連結するよ
うな場合に便利である。
[Embodiment 5] This is an example of using the substrate 10 with the hook 14 provided on one side thereof. As shown in FIG. 13, it is convenient when the hook 14 is inserted into the mesh 21 at the end of the geogrid material 2 and the turnpack 39 is attached to the hole on the opposite side to connect with another object.

【0014】その他の場合 この発明の連結具の素材はステンレススチール・繊維補
強したプラスチック・窯業系材料など強度の大きなもの
であれば実施例に限定されるものではない。又、鉤の形
状や付設方法も別に成形したものを基板に取付ける方法
などでもよい。
Other Cases The material of the connector of the present invention is not limited to the embodiment as long as it has high strength such as stainless steel, fiber reinforced plastic, ceramic material. Further, the shape of the hook and the attaching method may be a method in which a separately formed one is attached to the substrate.

【本発明の効果】本発明は次のような効果を得ることが
できる。 (1)連結具は、帯状体の側縁に切欠きを設け、屈折な
いし屈曲すれば生産ができるので、安価に入手できる。 (2)強度の大な鋼板を用いることができるし、熔接な
どの手間の係る工程がないので量産が可能である。 (3)長尺のものが容易に入手できる。 (4)鉤を網目に差し込めばよいので、施工が非常に楽
である。 (5)網目の一つ一つが引張力に寄与できるので強度が
大で信頼性が大きい。
The present invention can obtain the following effects. (1) The connector can be produced at a low cost because it can be produced by forming a notch on the side edge of the strip and bending or bending it. (2) Since a steel plate having high strength can be used and there is no labor-intensive process such as welding, mass production is possible. (3) Long products are easily available. (4) Since it is sufficient to insert the hook into the mesh, the construction is very easy. (5) Since each mesh can contribute to the tensile force, it has high strength and high reliability.

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

【図1】 連結具の斜視図である。FIG. 1 is a perspective view of a connector.

【図2】 連結具の生産工程の説明図である。FIG. 2 is an explanatory diagram of a production process of a connector.

【図3】 連結具の使用状況の説明図である。FIG. 3 is an explanatory diagram of a usage state of a connecting tool.

【図4】 連結具の使用状況の説明図である。FIG. 4 is an explanatory diagram of a usage state of a connecting tool.

【図5】 連結具の他の例の側面図である。FIG. 5 is a side view of another example of the connector.

【図6】 連結具の使用状況の斜視図である。FIG. 6 is a perspective view of a usage state of the connecting tool.

【図7】 連結具の使用状況の説明図である。FIG. 7 is an explanatory diagram of a usage state of the connecting tool.

【図8】 連結具の使用状況の説明図である。FIG. 8 is an explanatory diagram of a usage state of the connecting tool.

【図9】 連結具の使用状況の説明図である。FIG. 9 is an explanatory diagram of a usage state of the connecting tool.

【図10】連結具を用いた施工方法の説明図である。FIG. 10 is an explanatory diagram of a construction method using a connecting tool.

【図11】連結具の使用状況の説明図である。FIG. 11 is an explanatory diagram of a usage state of the connecting tool.

【図12】連結具の使用状況の説明図である。FIG. 12 is an explanatory diagram of a usage state of a connecting tool.

【図13】連結具の使用状況の説明図である。FIG. 13 is an explanatory diagram of a usage state of a connecting tool.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 網からなるジオグリッド材の連結具であ
って、強度の大きい薄板からなる帯状の基板の少なくと
も一側縁に、網目に挿入される多数の鉤を付設してな
る、ジオグリッド材の連結具。
1. A connector for a geogrid material composed of a mesh, wherein a large number of hooks to be inserted in the mesh are attached to at least one side edge of a belt-shaped substrate composed of a thin plate having high strength. Material connector.
【請求項2】 請求項1記載の基板の反対側の側縁に
も、網目に挿入される多数の鉤を付設してなる、ジオグ
リッド材の連結具。
2. A coupling tool for geogrid material, wherein a plurality of hooks to be inserted into a mesh are attached to a side edge on the opposite side of the substrate according to claim 1.
【請求項3】 請求項1記載の基板の反対側の側縁は、
基板に対して略直角に屈折されてなる、ジオグリッド材
の連結具。
3. The opposite side edge of the substrate according to claim 1,
A connector of geogrid material that is bent almost at right angles to the substrate.
【請求項4】 請求項1ないし請求項3記載のジオグリ
ッド材の連結具の一端の鉤を網目に挿入してジオグリッ
ド材と連結し、連結具の他端を直接ないし間接的に他の
物体と連結すること、ジオグリッド材の連結具の施工方
法。
4. The hook of one end of the connecting tool of the geogrid material according to claim 1 is inserted into a mesh to connect with the geogrid material, and the other end of the connecting tool is directly or indirectly connected to another end. How to connect to an object, and how to connect a connecting tool of geogrid material.
【請求項5】 請求項1ないし請求項3記載のジオグリ
ッド材の連結具の一端の鉤を網目に挿入して、盛土ない
し敷設するジオグリッド材と連結し、連結具の他端には
突起物を付設してジオグリッド材の引抜き抵抗を増大さ
せることを特徴とした、ジオグリッド材の連結具の施工
方法。
5. The hook of one end of the connecting tool of the geogrid material according to claim 1 is inserted into a mesh to connect with the earthing or laying geogrid material, and a projection is provided on the other end of the connecting tool. A method for constructing a connecting tool for a geogrid material, characterized by increasing the pullout resistance of the geogrid material by attaching an object.
JP28742991A 1991-08-12 1991-08-12 Connector for geogrid material and execution method thereof Pending JPH06185043A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28742991A JPH06185043A (en) 1991-08-12 1991-08-12 Connector for geogrid material and execution method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28742991A JPH06185043A (en) 1991-08-12 1991-08-12 Connector for geogrid material and execution method thereof

Publications (1)

Publication Number Publication Date
JPH06185043A true JPH06185043A (en) 1994-07-05

Family

ID=17717210

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28742991A Pending JPH06185043A (en) 1991-08-12 1991-08-12 Connector for geogrid material and execution method thereof

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Country Link
JP (1) JPH06185043A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002048467A1 (en) * 2000-12-12 2002-06-20 Gong, Hak-Bong Geogrid
KR100426345B1 (en) * 2000-12-12 2004-04-08 공학봉 Geogrid
JP2012102520A (en) * 2010-11-10 2012-05-31 Mimasa Bussan Kk Fall prevention panel and assembly method thereof, and net-like member assembly
KR102844877B1 (en) * 2025-05-26 2025-08-11 브사렐건설 주식회사 Reinforced soil retaining wall using clip and retaining wall construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002048467A1 (en) * 2000-12-12 2002-06-20 Gong, Hak-Bong Geogrid
KR100426345B1 (en) * 2000-12-12 2004-04-08 공학봉 Geogrid
JP2012102520A (en) * 2010-11-10 2012-05-31 Mimasa Bussan Kk Fall prevention panel and assembly method thereof, and net-like member assembly
KR102844877B1 (en) * 2025-05-26 2025-08-11 브사렐건설 주식회사 Reinforced soil retaining wall using clip and retaining wall construction method

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