JPH06299533A - Geogrid connector - Google Patents

Geogrid connector

Info

Publication number
JPH06299533A
JPH06299533A JP11111793A JP11111793A JPH06299533A JP H06299533 A JPH06299533 A JP H06299533A JP 11111793 A JP11111793 A JP 11111793A JP 11111793 A JP11111793 A JP 11111793A JP H06299533 A JPH06299533 A JP H06299533A
Authority
JP
Japan
Prior art keywords
hook
warp
geogrid
weft
double
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
JP11111793A
Other languages
Japanese (ja)
Inventor
Kiyoshi Yamamoto
山本  清
Takeshi Yamamoto
毅 山本
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.)
Oyo Kikaku KK
Original Assignee
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 Oyo Kikaku KK filed Critical Oyo Kikaku KK
Priority to JP11111793A priority Critical patent/JPH06299533A/en
Publication of JPH06299533A publication Critical patent/JPH06299533A/en
Pending legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

(57)【要約】 (修正有) 【構成】 ジオグリッド材の縦糸と同程度の隙間12を
開けて、引張強度の大なる材料からなる鉤二個が、並設
された二重鉤1が付設されたジトグリッド材用連結具
で、二重鉤の隙間にジオグリッド材の縦糸を挟む形で、
それぞれの鉤が、縦糸の両側の横糸に引っ掛けるように
構成したものである。 【効果】 ジオグリッド材を連結する場合、横糸を引っ
張ると横糸が弓なりになってしまい、引張力が充分に縦
糸に伝わらない。この発明では、二重鉤のために、縦糸
の直ぐ脇で両側の横糸を引っ張るので、縦糸に力が加わ
る。
(57) [Summary] (Modified) [Structure] Opening a gap 12 of the same size as the warp thread of the geogrid material, two hooks made of a material with high tensile strength, and a double hook 1 juxtaposed. With the attached jigto grid material connecting tool, the warp thread of geogrid material is sandwiched in the gap of the double hook,
Each hook is configured to be hooked on the weft threads on both sides of the warp thread. [Effect] When connecting the geogrid material, when the weft thread is pulled, the weft thread becomes a bow and the tensile force is not sufficiently transmitted to the warp thread. In the present invention, the double hooks pull the weft yarns on both sides just beside the warp yarns, so that a force is applied to the warp yarns.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は土木施工に用いる高強
度の網状物であるジオグリッド材用連結具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connector for geogrid material, which is a high-strength mesh used for civil engineering.

【0002】[0002]

【従来の技術】従来多層盛土を施工する場合などに用い
る高強度の網状物、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
一般的に大きな引張力を生かして使うものであるが、ジ
オグリッド材同志ないしジオグリッド材と他の物体を連
結する場合、ジオグリッド材の縦糸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。現場施工が一般的であるから、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 a high-strength net-like material and a geogrid material used for constructing a multi-layered embankment at a construction site. Geogrid material is generally used by making use of a large tensile force, but when connecting Geogrid material or Geogrid material and other objects, the warp threads of Geogrid material have the same tensile strength as the main body. It was extremely difficult to connect so that Since on-site construction is common, there are restrictions on tools, time, technology, etc., and workability and cost are also issues, 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、ジオグリッド材の縦糸と同程
度の隙間を開けて、引張強度の大なる材料からなる鉤二
個が並設された二重鉤が一端に付設され、上記隙間に縦
糸を挟む形で、それぞれの鉤が、縦糸の両側の横糸に引
っ掛けるように構成し、他端には同様な二重鉤ないしは
他の連結手段を付設するものである。
SUMMARY OF THE INVENTION In order to solve the above problems, the present invention provides two hooks made of a material having a large tensile strength with a gap approximately equal to that of the warp thread of a geogrid material. Double hooks arranged side by side are attached to one end, and each hook is configured to be hooked on the weft threads on both sides of the warp thread with the warp thread sandwiched in the above-mentioned gap, and a similar double hook or Other connecting means is attached.

【0005】[0005]

【作用】縦糸と縦糸の中央部に鉤を掛けて横糸を引っ張
っても、横糸が弓なりに弛んでしまって鉤の引張力が充
分に縦糸に伝達されないが、この発明のように構成する
と縦糸を挟んだ二本の鉤で、縦糸との交叉点のすぐ横で
横糸に引っ掛けることができるため、鉤で横糸を引っ張
る力が縦糸に充分伝えるられる。
[Function] Even if a hook is hung on the warp and the central portion of the warp and the weft is pulled, the weft is loosened in a bow and the pulling force of the hook is not sufficiently transmitted to the warp. With the two hooks sandwiched, it can be hooked on the weft thread just next to the point of intersection with the warp thread, so the force of pulling the weft thread with the hook is sufficiently transmitted to the warp thread.

【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、製造過程の一例を説明する。図1に
示すように、厚さ3ミリメートルの鋼板を素材として、
巾15ミリメートル、長さ15センチメートルの帯状体
10を形成する。帯状体10の長手方向の端部中央から
内部に向けて巾5ミリメートル・長さ5センチメートル
の溝状切込11を形成し、溝状切込を付設した帯状体1
0の両端部をそれぞれ3センチメートルの箇所で同じ側
に、1センチメートルの隙間12を開けて折り返し、両
端にそれぞれ二重鉤1を有する連結具Aを形成する。連
結具には亜鉛メッキを施しておく。
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 to help understanding. As shown in Fig. 1, using a steel plate with a thickness of 3 mm as a material,
A strip 10 having a width of 15 mm and a length of 15 cm is formed. A band-shaped body 1 in which a groove-shaped cut 11 having a width of 5 mm and a length of 5 cm is formed from the center of the longitudinal end of the band-shaped body 10 toward the inside, and the groove-shaped cut is provided.
Both ends of 0 are folded back on the same side at a position of 3 cm with a gap 12 of 1 cm between them, and a connector A having double hooks 1 at both ends is formed. Galvanize the connector.

【0007】このような連結具Aを用いるには、図2に
示すように、連結具Aの溝状切込11にジオグリッド材
2の縦糸21を挟むように差込んだ上、両側の横糸22
を二重鉤1に引っ掛ける。反対側の二重鉤1には、連結
すべきもう一方のジオグリッド材2を同様に引っ掛け
る。ジオグリッド材本体の引張強度と同程度の連結強度
を確保するためには、二枚のジオグリッド材の対応する
それぞれの縦糸21と縦糸21とを連結具Aを用いて連
結するのが望ましい。
In order to use such a connecting tool A, as shown in FIG. 2, the warp threads 21 of the geogrid material 2 are inserted so as to be sandwiched in the groove-shaped notches 11 of the connecting tool A, and the weft threads on both sides are inserted. 22
Is hooked on the double hook 1. On the other side of the double hook 1, the other geogrid material 2 to be connected is similarly hooked. In order to secure the connection strength equivalent to the tensile strength of the geogrid material main body, it is desirable to connect the corresponding warp threads 21 and the warp threads 21 of the two geogrid materials using the connecting tool A.

【0008】[0008]

【実施例2】図3に示すのは、一端に二重鉤1、他の一
端にパイプと連結する半円形の連結鉤3を有する連結具
Aである。実施例1の場合と同様、厚さ3ミリメートル
の鋼板を素材として、巾15ミリメートル、長さが25
センチメートルの帯状体10を用いる。一端には前実施
例と同様に二重鉤1を形成する。他の一端は二重鉤と反
対側に屈曲して曲率半径25ミリメートルの半円状の連
結鉤3を形成して連結具Aとする。連結具には亜鉛メッ
キを施しておく。
[Embodiment 2] FIG. 3 shows a connector A having a double hook 1 at one end and a semicircular connecting hook 3 at the other end for connecting with a pipe. Similar to the case of the first embodiment, a steel plate having a thickness of 3 mm is used as a material, and the width is 15 mm and the length is 25 mm.
A centimeter band 10 is used. A double hook 1 is formed at one end as in the previous embodiment. The other end is bent to the side opposite to the double hook to form a semicircular connecting hook 3 having a radius of curvature of 25 mm to form a connecting tool A. Galvanize the connector.

【0009】この連結具Aを使用するには、図4に示す
ように、盛土基盤40の上にジオグリッド材2を敷設
し、それぞれの縦糸を挟んで二重鉤を横糸に引っ掛け、
反対側の連結鉤3にはパイプ5を嵌合させる。盛土の先
端に設置する表面板6とパイプ5とは、途中にターンバ
ックル71を介在した強度の大きい連結索7で連結した
上、表面板6の背面、ジオグリッド材2の上に盛土4を
行う。
In order to use the connecting tool A, as shown in FIG. 4, the geogrid material 2 is laid on the embankment base 40, and the double hooks are hooked on the weft threads by sandwiching the warp threads.
The pipe 5 is fitted to the connecting hook 3 on the opposite side. The surface plate 6 and the pipe 5, which are installed at the tip of the embankment, are connected by a high-strength connecting cable 7 with a turnbuckle 71 interposed therebetween, and the embankment 4 is placed on the back surface of the surface plate 6 and on the geogrid material 2. To do.

【0010】尚、実施例では素材として帯状の鋼板を用
いたが、強度の大きいプラスチックの射出成形製品やア
ルミニウムのダイカスト製品などであってもよい。片側
の二重鉤は必須であるが、片側は平面状でロープなどを
通すための孔であったり、半円状の連結鉤の代わりに環
状の連結具が付設されていてもよい。両端に二重鉤を付
設する場合に、∽型となるように鉤を反対向きに付設し
てもよい。一重の鉤を二個を並列し、隙間を開けた状態
で中央部で接合して形成してもよい。
Although a strip-shaped steel plate is used as a material in the embodiment, it may be a plastic injection-molded product having high strength or an aluminum die-cast product. A double hook on one side is indispensable, but one side may be a flat hole for passing a rope or the like, or an annular connecting tool may be attached instead of the semicircular connecting hook. When double hooks are attached to both ends, the hooks may be attached in opposite directions so as to form a ∽ type. Alternatively, two single hooks may be juxtaposed to each other and joined at the central portion with a gap left therebetween.

【0011】[0011]

【本発明の効果】本発明の連結具は、二重鉤で縦糸の両
側の横糸を引っ掛けることにより、引張力を縦糸に伝え
ることができるので、引張強度を重視するジオグリッド
材の連結具としては好適である。本発明の連結具は、一
個が独立しているので、縦糸の間隔の異なる各種のジオ
グリッド材に適用できる。本発明の連結具は、実施例の
他、軟弱地盤に敷設するジオグリッド同志の連結・金網
の連結などにも用いることができる。
INDUSTRIAL APPLICABILITY The connector of the present invention is capable of transmitting a tensile force to the warp yarn by hooking the weft yarns on both sides of the warp yarn with a double hook, and therefore, as a connector for a geogrid material which places importance on tensile strength. Is preferred. Since one connecting tool of the present invention is independent, it can be applied to various geogrid materials having different warp intervals. The connector of the present invention can be used not only for the embodiment but also for connecting geogrids laid on soft ground, connecting wire mesh, and the like.

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

【図1】 連結具の一例を示す斜視図である。FIG. 1 is a perspective view showing an example of a connecting tool.

【図2】 複数の連結具の使用状況を示す平面図(一部
切欠)である。
FIG. 2 is a plan view (partially cutaway) showing a usage state of a plurality of connectors.

【図3】 連結具の他の一例を示す側面図である。FIG. 3 is a side view showing another example of the connector.

【図4】 連結具の使用状況の他の例を示す側面図であ
る。
FIG. 4 is a side view showing another example of a usage state of the connecting tool.

【符号の説明】[Explanation of symbols]

A 連結具 1 二重鉤 10 帯状体 11 溝状切込 12 隙間 2 ジオグリッド材 21 縦糸 22 横糸 3 連結鉤 4 盛土 40 盛土基盤 5 パイプ 6 表面板 7 連結索 71 ターンバックル A Connecting tool 1 Double hook 10 Belt 11 Groove notch 12 Gap 2 Geogrid material 21 Warp 22 Weft 3 Connecting hook 4 Fill embankment 40 Embankment base 5 Pipe 6 Surface plate 7 Connecting rope 71 Turnbuckle

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 ジオグリッド材の縦糸と同程度の隙間を
開けて、引張強度の大なる材料からなる鉤二個が並設さ
れた二重鉤が一端に形成され、上記隙間に縦糸を挟む形
で、それぞれの鉤を縦糸の両側の横糸に引っ掛けられる
ように構成し、他端には同様な二重鉤ないしは一重の環
状や鉤などの連結手段を付設したことを特徴とした、ジ
オグリッド材用連結具。
1. A double hook in which two hooks made of a material having high tensile strength are juxtaposed is formed at one end with a gap approximately equal to that of the warp yarn of the geogrid material, and the warp yarn is sandwiched in the gap. Shape, each hook is configured to be hooked on the weft threads on both sides of the warp thread, and the other end is provided with a connecting means such as a double hook or a single ring or a hook. A connector for lumber.
【請求項2】 請求項1記載の二重鉤が互いに向かい合
った状態で両端に付設されたことを特徴とした、ジオグ
リッド材用連結具。
2. A connector for a geogrid material, characterized in that the double hooks according to claim 1 are attached to both ends in a state of facing each other.
JP11111793A 1993-04-14 1993-04-14 Geogrid connector Pending JPH06299533A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11111793A JPH06299533A (en) 1993-04-14 1993-04-14 Geogrid connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11111793A JPH06299533A (en) 1993-04-14 1993-04-14 Geogrid connector

Publications (1)

Publication Number Publication Date
JPH06299533A true JPH06299533A (en) 1994-10-25

Family

ID=14552857

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11111793A Pending JPH06299533A (en) 1993-04-14 1993-04-14 Geogrid connector

Country Status (1)

Country Link
JP (1) JPH06299533A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012508125A (en) * 2008-11-10 2012-04-05 レイノルズ コンシューマー プロダクツ、インク. Joining part and joining method for joining an expanded cellular holding structure
CN108589687A (en) * 2018-07-25 2018-09-28 郭岳 The manufacturing method of connector, geotechnical grid and geotechnical grid
KR102844877B1 (en) * 2025-05-26 2025-08-11 브사렐건설 주식회사 Reinforced soil retaining wall using clip and retaining wall construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012508125A (en) * 2008-11-10 2012-04-05 レイノルズ コンシューマー プロダクツ、インク. Joining part and joining method for joining an expanded cellular holding structure
CN108589687A (en) * 2018-07-25 2018-09-28 郭岳 The manufacturing method of connector, geotechnical grid and geotechnical grid
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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