JPS5845397Y2 - Connectors such as wire mesh - Google Patents
Connectors such as wire meshInfo
- Publication number
- JPS5845397Y2 JPS5845397Y2 JP7404280U JP7404280U JPS5845397Y2 JP S5845397 Y2 JPS5845397 Y2 JP S5845397Y2 JP 7404280 U JP7404280 U JP 7404280U JP 7404280 U JP7404280 U JP 7404280U JP S5845397 Y2 JPS5845397 Y2 JP S5845397Y2
- Authority
- JP
- Japan
- Prior art keywords
- wire mesh
- base material
- wire
- ladder
- connectors
- 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
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Sewage (AREA)
- Fencing (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
【考案の詳細な説明】
本考案は金網やエキスバンドメタルなどを相互に連結す
る連結具に関するものである。[Detailed Description of the Invention] The present invention relates to a connector for interconnecting wire mesh, expanded metal, and the like.
例えば金網で型枠を組んでその周囲にコンクリートを吹
き付けて土留枠を構成するような場合に、金網の相互間
の連結が必要となる。For example, when building a formwork with wire mesh and spraying concrete around it to construct a retaining frame, it is necessary to connect the wire mesh with each other.
このような場合に現在は細いなまし鉄線によって金網間
を結束する方法が採用されているが次のような欠点を有
する。In such cases, a method of binding the wire meshes together using thin annealed iron wire is currently used, but this method has the following drawbacks.
（イ）金網にも相当な重量がありこれをなまし鉄線で結
束しておいても取扱い中やコンクリート打設時の重量で
ゆるみやすい。(b) Wire netting also has a considerable weight, and even if it is bound with annealed iron wire, it tends to loosen due to the weight during handling or pouring concrete.
（ロ）速やかな結束作業には熟練が必要である。(b) Prompt tying requires skill.
（ハ）結束のためには必ず重ね代をとらなければならな
い。(c) Overlap allowance must be made for binding.
本考案はこのような点を改善するためになされたもので
あり、簡単な作業によって熟練を要さずに確実、強固に
金網等を連結できる連結具を提供することを目的とする
。The present invention has been made to improve these points, and aims to provide a connector that can reliably and firmly connect wire mesh, etc., with simple operations and without requiring any skill.
次に実施例について説明する。Next, an example will be described.
（イ）構成 本考案の連結具は本体とピンとよりなる。(b) Composition The connector of the present invention consists of a main body and a pin.
１は本体の基材であり適当な厚さの鋼板（第１図）、鋼
棒（第２図）、帯鋼（第４図）などで構成する。Reference numeral 1 denotes the base material of the main body, which is composed of a steel plate (Fig. 1), a steel rod (Fig. 2), a steel strip (Fig. 4), etc. of appropriate thickness.
この基材１の表面にはその面から一定距離だけ離した状
態の梯子枠２を突設する。A ladder frame 2 is provided on the surface of this base material 1 so as to protrude from the surface by a certain distance.
この梯子枠２は一段あるいは複数段突設した列よりなり
、その列を少なくとも二列、並行に設ける。This ladder frame 2 consists of one or more protruding rows, and at least two rows are provided in parallel.
各列の梯子枠２は上方から平面的に見た場合に同一鉛直
線上に揃って突設しであるのが望ましい
そして基材１が鋼板の場合には梯子枠２はプレスの押し
出しによって一度で成型できる。It is desirable that the ladder frames 2 in each row are aligned and protruded on the same vertical line when viewed from above, and when the base material 1 is a steel plate, the ladder frames 2 are formed at once by extrusion with a press. Can be molded.
基材１が鋼棒または帯鋼の場合には梯子枠２も鋼棒また
は帯鋼で構威しそれを基材１に溶接する。When the base material 1 is a steel rod or steel strip, the ladder frame 2 may also be made of a steel rod or steel strip and welded to the base material 1.
基材１は最上段の梯子枠２よりも上方に、そして最下段
の梯子枠２よりも下方に各々延長していることが望まし
い。It is desirable that the base material 1 extends above the top ladder frame 2 and below the bottom ladder frame 2.
二列に設けた梯子枠２は必ずしも平面的に見て一直線上
に設ける必要はなく、第３図、第４図に示すように相互
に直角に、あるいは所望の角度に配置しておく。The ladder frames 2 provided in two rows do not necessarily need to be provided in a straight line when viewed from above, but may be arranged at right angles to each other, as shown in FIGS. 3 and 4, or at a desired angle.
また鋼材の強度によっては現場において必要とする角度
に折曲げて使用することもできる。Also, depending on the strength of the steel material, it can be bent to a required angle on site.
梯子枠２群の設置方向は、基材１の片面だけでなく、第
５図に示すように梯子枠２群を基材１の両面に突設する
こともできる。The two groups of ladder frames can be installed not only on one side of the base material 1, but also on both sides of the base material 1, as shown in FIG.
（ロ）使用方法
２組の金網３の網目の大きさ、及び間隔に応じて梯子枠
２を突出した連結具を準備する。(b) How to use Connectors with ladder frames 2 protruding from them are prepared according to the mesh size and spacing of two sets of wire meshes 3.
そして一列の梯子枠２を１組の金網３の端部を嵌合し、
他列の梯子枠２には他方の金網３の端部を嵌合する。Then, one row of ladder frames 2 is fitted with the ends of one set of wire mesh 3,
The end of the other wire mesh 3 is fitted into the ladder frame 2 of the other row.
その結果金網３の網目の間から複数の梯子枠２が一列に
突設することになる。As a result, a plurality of ladder frames 2 protrude in a row from between the meshes of the wire mesh 3.
そこで金網３と梯子枠２との間の空間にピン４を挿入す
ると１枚の基材１と２組の金網３は強力に連結されるこ
とになる。Therefore, when the pin 4 is inserted into the space between the wire mesh 3 and the ladder frame 2, one base material 1 and the two sets of wire meshes 3 are strongly connected.
１組の金網３と他と金網３とを直角に連結する場合（第
５図）も同様である。The same applies to the case where one set of wire mesh 3 and the other set of wire mesh 3 are connected at right angles (FIG. 5).
ピン４は梯子枠２と基材１との間隔から金網３の厚さを
引いた寸法を考慮して定めた厚さの鋼板、鋼棒であり、
その先端を鋭利に突出させておけば金網３を地盤に固定
するアンカーの用途もする。The pin 4 is a steel plate or steel bar with a thickness determined by taking into account the distance between the ladder frame 2 and the base material 1 minus the thickness of the wire mesh 3,
If the tip is made to protrude sharply, it can also be used as an anchor for fixing the wire mesh 3 to the ground.
本考案は上記したように、基材から一定距離だけ離した
梯子枠を複数段突設した梯子枠群を少なくとも一列設け
たものである。As described above, the present invention is provided with at least one row of ladder frames each having a plurality of protruding ladder frames spaced a certain distance from the base material.
従って次のような効果を期待できる。Therefore, the following effects can be expected.
（イ）金網と梯子枠との間にピンを挿入するだけの簡単
な作業によって２組の金網を強固確実に一体に連結する
ことができ作業に熟練を要しない。(a) Two sets of wire meshes can be firmly and reliably connected together by the simple operation of inserting a pin between the wire mesh and the ladder frame, and no skill is required for the operation.
（ロ）連結する２組の金網の直結角度が自由に定められ
強固に結合できる。(b) The direct connection angle of the two sets of wire nets to be connected can be freely determined and the connection can be made firmly.
従来の結束線による結束では特にゆるみやすかった直角
交差であってもその連結はきわめて強固である。The connection is extremely strong even at right angle intersections, which are particularly susceptible to loosening when tied with conventional binding wire.
（ハ）金網の端部に限らずその連結位置の選択は自由で
゛ある。(c) The connection position is not limited to the end of the wire mesh and can be freely selected.
（ニ）連結する２結の金網間に重ね代は不要であり経済
的である。(d) There is no need for an overlap between the two connected wire meshes, which is economical.
（ホ）連結具の構造は簡単であるが、特に基材に鋼板を
用いた場合にはプレスによる押し出しだけで簡単に製造
することができる。(e) The structure of the connector is simple, but especially when a steel plate is used as the base material, it can be easily manufactured by simply extruding with a press.
（へ）連結用のピンを地中に打ち込めばそのまま金網型
枠を法面等に固定するアンカーとしても利用できる。(f) If the connecting pins are driven into the ground, they can also be used as anchors to secure the wire mesh formwork to slopes, etc.
第１図は本考案の連結具の使用状態の斜視図、第２．３
．４図は他の実施例の斜視図、第５，６図は他の実施例
の使用状態の平面図。
１：基材、２：梯子枠、３：金網、４：ピン。Figure 1 is a perspective view of the connector of the present invention in use, Figure 2.3
．． FIG. 4 is a perspective view of another embodiment, and FIGS. 5 and 6 are plan views of the other embodiment in use. 1: Base material, 2: Ladder frame, 3: Wire mesh, 4: Pin.
Claims (1)
を、 二列並行に設けた本体、 複数段の梯子枠に貫入するピン より構威した金網等の連結具。[Scope of Claim for Utility Model Registration] A main body with multiple ladder frames formed at a certain distance from the surface of the base material, arranged in two parallel rows, and a wire mesh made of pins penetrating the multiple ladder frames. Connector.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7404280U JPS5845397Y2 (en) | 1980-05-30 | 1980-05-30 | Connectors such as wire mesh |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7404280U JPS5845397Y2 (en) | 1980-05-30 | 1980-05-30 | Connectors such as wire mesh |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56176332U JPS56176332U (en) | 1981-12-26 |
| JPS5845397Y2 true JPS5845397Y2 (en) | 1983-10-15 |
Family
ID=29436787
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7404280U Expired JPS5845397Y2 (en) | 1980-05-30 | 1980-05-30 | Connectors such as wire mesh |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5845397Y2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6263070B2 (en) * | 2014-04-14 | 2018-01-17 | 株式会社ダイクレ | Drainage unit connection structure |
| JP6637714B2 (en) * | 2015-10-14 | 2020-01-29 | 太陽工業株式会社 | Continuous frame |
| JP7228907B2 (en) * | 2020-06-03 | 2023-02-27 | 小岩金網株式会社 | Wire mesh frame unit |
-
1980
- 1980-05-30 JP JP7404280U patent/JPS5845397Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56176332U (en) | 1981-12-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP0026803B1 (en) | Construction joint shuttering comprising a former for supporting connecting bars | |
| US4182092A (en) | Building panel chord tie and method of tieing together precast concrete building panels | |
| JPS5845397Y2 (en) | Connectors such as wire mesh | |
| DE19523069C2 (en) | Lost formwork component | |
| JPH0637072Y2 (en) | Stirrup muscle | |
| DE3920108C1 (en) | ||
| CH651882A5 (en) | METHOD OF MOVING A STOP BRACKET FOR A LARGE AREA WALL FORMWORK AND ARRANGEMENT FOR CARRYING OUT THE METHOD. | |
| DE1609660C3 (en) | Wallboard | |
| DE69704827T2 (en) | Anchoring in aerated concrete | |
| DE2626117A1 (en) | ANCHORS FOR FRONT FORMWORK FOR BUILDING CEILINGS | |
| JPH025850B2 (en) | ||
| DE2037690C3 (en) | Method for producing a formwork element serving as permanent formwork for a reinforced concrete ceiling | |
| JPH0545622Y2 (en) | ||
| JPH0632996Y2 (en) | Stirrup muscle | |
| DE1559530A1 (en) | Wall construction, especially reinforcement unit | |
| DE2038961A1 (en) | Spatial reinforcement structure extending in one longitudinal direction | |
| JPS61169558A (en) | Reinforcing steel wire and its construction | |
| DE3333937A1 (en) | Roof tile and bonder | |
| JPH0352257Y2 (en) | ||
| JPH0449254Y2 (en) | ||
| JPS6088726A (en) | Slope protection work | |
| DE8601654U1 (en) | Set of elements for a building protection fence | |
| JPH0526106Y2 (en) | ||
| DE1609708C (en) | Shear connector for multi-layer concrete slabs, process for its production and multi-layer concrete slab equipped with it | |
| DE8405032U1 (en) | CONCRETE SPACER |