JP2017082503A - Spacer - Google Patents

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JP2017082503A
JP2017082503A JP2015212766A JP2015212766A JP2017082503A JP 2017082503 A JP2017082503 A JP 2017082503A JP 2015212766 A JP2015212766 A JP 2015212766A JP 2015212766 A JP2015212766 A JP 2015212766A JP 2017082503 A JP2017082503 A JP 2017082503A
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bar
spacer
base plate
plate
corner
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JP2015212766A
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JP6664927B2 (en
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井上 裕之
Hiroyuki Inoue
裕之 井上
雅彦 新子
Masahiko Shinko
雅彦 新子
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Kajima Corp
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Kajima Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a spacer having high stability with a simple constitution.SOLUTION: A bar arrangement spacer 1 comprises a baseplate 3, an angle material 5 and a bar material 7. The angle material 5 is a substantially L-shaped plate material, and is substantially vertically provided to an upper surface of the baseplate 3. The angle material 5 is arranged so that a corner part is positioned in a central part of the baseplate 3. The bar material 7 is provided in the upper end part vicinity of one surface 5a of the angle material 5 so as to become parallel to the upper surface of the baseplate 3. The bar material 7 is arranged so that the central part in the length direction is positioned in the corner part of the angle material 5, and one end projects from the corner part. When executing bar arrangement, a reinforcement is arranged in this projection part.SELECTED DRAWING: Figure 1

Description

本発明は、配筋等に用いるスペーサに関する。   The present invention relates to a spacer used for reinforcing bars and the like.

土間等のコンクリートを打設する際、コンクリートに埋設する鉄筋の配置を支持金具(スペーサ)を用いて行っている。このような配筋用の支持金具の例として図5に示す鉄筋馬101がある。   When placing concrete such as dirt, reinforcing bars to be embedded in the concrete are arranged using support brackets (spacers). An example of such a support fitting for reinforcing bars is a reinforcing bar 101 shown in FIG.

鉄筋馬101は鉄筋を曲げ加工して製作される。配筋時は、捨てコンクリートや砕石の上に鉄筋馬101を設置し、鉄筋馬101の上端の水平部分の上に鉄筋を配置する。鉄筋馬101に用いる鉄筋、鉄筋馬101の位置や形状等は、配置する鉄筋の径や位置、高さ等に応じて定められる。   The reinforcing bar 101 is manufactured by bending a reinforcing bar. At the time of bar arrangement, the reinforcing bar 101 is placed on the discarded concrete or crushed stone, and the reinforcing bar is placed on the horizontal portion at the upper end of the reinforcing bar 101. The position of the reinforcing bar used for the reinforcing bar 101, the position and shape of the reinforcing bar 101 are determined according to the diameter, position, height, etc. of the reinforcing bar to be arranged.

特許文献1には、配筋用の冶具として、水平方向に向かって突設された支持腕を支柱に設けたものが記載されている。この治具を用いる場合、支持腕の高さや水平度を調整した後、差し筋を介して治具を床に固定し、各支柱の支持腕で横筋を支持させ、横筋と直交するように縦筋を配置して、横筋と縦筋とを交差部で結束する。   In Patent Document 1, as a reinforcing jig, a support arm that protrudes in the horizontal direction is provided on a support column. When using this jig, after adjusting the height and level of the support arms, fix the jig to the floor via the incisors, and support the horizontal bars with the support arms of each column, and vertically Place the muscles and bind the horizontal and vertical bars at the intersection.

特開平9-328901号公報JP-A-9-328901

従来の鉄筋馬101は安定性等の面で問題が有り、衝撃等による鉄筋の乱れや鉄筋馬101の倒れ等によって位置ずれが生じ、鉄筋の位置が保持できない場合があった。例えば捨てコンクリート上に鉄筋馬101を設置する場合に鉄筋馬101のバランスが崩れて倒れたり、転圧した砕石上に鉄筋馬101を配置する場合に鉄筋等から荷重がかかって鉄筋馬101が沈んだりする。このような場合では、コンクリート打設前に配筋を直す必要があり手間が掛かっていた。   The conventional reinforcing bar 101 has a problem in terms of stability and the like, and there is a case where the position of the reinforcing bar cannot be maintained due to the displacement of the reinforcing bar due to the impact or the like due to the collapse of the reinforcing bar 101 or the like. For example, when the reinforcing bar 101 is placed on abandoned concrete, the balance of the reinforcing bar 101 collapses and falls, or when the reinforcing bar 101 is placed on the crushed crushed stone, a load is applied from the reinforcing bar and the reinforcing bar 101 sinks. Sloppy. In such a case, it was necessary to correct the bar arrangement before placing the concrete, which was troublesome.

また、特許文献1の冶具は大掛かりで複雑な構成となっており、コストが大きく、また配筋に手間も掛かる。   Moreover, the jig of Patent Document 1 has a large and complicated structure, which is costly and takes time and effort.

本発明は、前述した問題点に鑑みてなされたもので、その目的は、簡易な構成であり且つ安定性の高いスペーサを提供することである。   The present invention has been made in view of the above-described problems, and an object thereof is to provide a spacer having a simple configuration and high stability.

前述した目的を達成するための本発明は、ベース板と、前記ベース板の上面に対して略垂直に設けられ、前記ベース板の上から見たときに略L字状の形状を有する板材と、前記板材の一方の側面に、一端が前記板材の略L字の角部から突出し、前記ベース板に平行となるように設けられた第1の棒材と、を具備することを特徴とするスペーサである。   The present invention for achieving the above-described object includes a base plate, and a plate material that is provided substantially perpendicular to the upper surface of the base plate and has a substantially L-shape when viewed from above the base plate. And a first bar provided on one side of the plate so that one end protrudes from a substantially L-shaped corner of the plate and is parallel to the base plate. It is a spacer.

本発明では、ベース板の上面に対して略垂直に略L字状の板材を設け、その一方の側面に、鉄筋等を配置するための第1の棒材を、一端が板材の角部から突出し且つベース板に平行となるように設ける。これにより、簡易な構成であり且つ安定性や強度の高いスペーサが得られ、高精度且つ安定的に鉄筋等を保持できる。鉄筋等は棒材の上に乗せて配置するだけでよく、配筋などの手直し等の作業も減るので施工手間の削減につながる。   In the present invention, a substantially L-shaped plate material is provided substantially perpendicular to the upper surface of the base plate, and a first bar for arranging reinforcing bars or the like is provided on one side surface of the first bar material from one end of the plate material. It is provided so as to protrude and to be parallel to the base plate. As a result, a spacer having a simple configuration and high stability and strength can be obtained, and the rebar can be held with high accuracy and stability. Reinforcing bars and the like need only be placed on the bar, and work such as rebaring is reduced, leading to a reduction in construction work.

前記板材の前記角部が、前記ベース板の中央部に位置することが望ましい。また、前記第1の棒材の長さ方向の中央部が、前記板材の前記角部に位置することが望ましい。
板材の角部をベース板の中央部に位置させ、第1の棒材の長さ方向の中央部を板材の角部に位置させれば、バランスが良くスペーサの安定性をさらに高めることができる。
It is desirable that the corner portion of the plate material is located at a central portion of the base plate. Moreover, it is preferable that the center part of the length direction of a said 1st bar is located in the said corner | angular part of the said board | plate material.
If the corner of the plate is positioned at the center of the base plate and the center of the first bar in the length direction is positioned at the corner of the plate, the balance is good and the stability of the spacer can be further enhanced. .

前記板材の前記側面と略直交する側面に、一端が前記板材の前記角部から突出し、前記ベース板に平行となるように第2の棒材が設けられることも望ましい。また、前記第2の棒材の長さ方向の中央部が、前記板材の前記角部に位置することが望ましい。
板材の他方の側面に第2の棒材を上記のように設ければ、上下複数段に鉄筋等を配置でき、またバランスも向上してさらに安定性が高まる。この場合も、第2の棒材の長さ方向の中央部を板材の角部に位置させれば、バランスもよくスペーサの安定性の向上に寄与する。
It is also desirable that a second bar is provided on a side surface substantially orthogonal to the side surface of the plate material so that one end protrudes from the corner portion of the plate material and is parallel to the base plate. Moreover, it is preferable that the center part of the length direction of a said 2nd rod is located in the said corner | angular part of the said board | plate material.
If the second bar is provided on the other side of the plate as described above, reinforcing bars and the like can be arranged in a plurality of upper and lower stages, the balance is improved, and the stability is further increased. Also in this case, if the center part of the length direction of the 2nd bar is located in the corner | angular part of a board | plate material, a balance will be good and it will contribute to the improvement of the stability of a spacer.

本発明によれば、簡易な構成であり且つ安定性の高いスペーサを提供できる。   According to the present invention, a spacer having a simple configuration and high stability can be provided.

配筋スペーサ1を示す図The figure which shows the bar arrangement spacer 1 配筋スペーサ1を示す図The figure which shows the bar arrangement spacer 1 配筋スペーサ1により鉄筋15を配置した状態を示す図The figure which shows the state which has arrange | positioned the reinforcing bar 15 by the bar arrangement spacer 1 配筋スペーサ1aを示す図The figure which shows the bar arrangement spacer 1a 鉄筋馬101を示す図The figure which shows the rebar horse 101

以下、図面に基づいて、本発明の実施形態を詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

[第1の実施形態]
図1、図2は本発明の第1の実施形態に係る配筋スペーサ1(スペーサ)を示す図である。図1は配筋スペーサ1の斜視図である。また、図2(a)は配筋スペーサ1を上から見た図であり、図2(b)、図2(c)は、配筋スペーサ1を図2(a)の下側および左側から見た側面図である。
[First embodiment]
1 and 2 are views showing a bar arrangement spacer 1 (spacer) according to a first embodiment of the present invention. FIG. 1 is a perspective view of the bar arrangement spacer 1. 2A is a view of the bar arrangement spacer 1 as viewed from above. FIGS. 2B and 2C show the bar arrangement spacer 1 from the lower side and the left side of FIG. FIG.

配筋スペーサ1は、ベース板3、アングル材5、棒材7(第1の棒材)等を有する。   The bar arrangement spacer 1 includes a base plate 3, an angle member 5, a rod member 7 (first rod member), and the like.

ベース板3は例えば略矩形状の平面を有する鋼板であり、本実施形態では略正方形状である。ベース板3にはアングル材5が溶接によって固定される。ベース板3は、少なくとも平面においてアングル材5がはみ出さない大きさとする。またベース板3は、アングル材5の溶接時に反りが生じないような厚さを有するものとする。   The base plate 3 is a steel plate having a substantially rectangular plane, for example, and has a substantially square shape in the present embodiment. An angle member 5 is fixed to the base plate 3 by welding. The base plate 3 has such a size that the angle member 5 does not protrude at least on a plane. The base plate 3 has a thickness that does not warp when the angle member 5 is welded.

アングル材5はベース板3の上面に対して略垂直に設けられる。アングル材5は、ベース板3の上から見たときに略直角に折れ曲がった略L字状の形状を有する板材であり、例えば山形鋼が用いられる。アングル材5は、略L字の角部がベース板3の中央部に位置し、略L字の各辺がベース板3の辺と平行となるように配置される。アングル材5は略L字の各辺の全長に渡ってベース板3に溶接される。   The angle member 5 is provided substantially perpendicular to the upper surface of the base plate 3. The angle member 5 is a plate member having a substantially L-shaped shape that is bent at a substantially right angle when viewed from above the base plate 3, and for example, angle steel is used. The angle member 5 is disposed so that the substantially L-shaped corners are located in the center of the base plate 3 and the substantially L-shaped sides are parallel to the sides of the base plate 3. The angle member 5 is welded to the base plate 3 over the entire length of each side of the substantially L shape.

棒材7は、配筋時に鉄筋を配置するためのものである。棒材7は、アングル材5の外側にある一方の側面5aの上端部付近に、ベース板3の上面に平行となるように水平に設けられる。なお、アングル材5の外側とは、アングル材5の略L字のそれぞれの辺について、当該辺と略直交する辺が突出していない方をいうものとする。図1の例では、アングル材5の略L字の各辺が、角部から奥あるいは右側へと突出しているので、アングル材5の外側の側面とは、各辺の手前側や左側の面となる。   The bar 7 is for arranging a reinforcing bar at the time of bar arrangement. The bar 7 is provided horizontally in the vicinity of the upper end portion of one side surface 5 a outside the angle member 5 so as to be parallel to the upper surface of the base plate 3. In addition, the outer side of the angle member 5 refers to a direction in which a side substantially orthogonal to the side does not protrude with respect to each of the substantially L-shaped sides of the angle member 5. In the example of FIG. 1, the substantially L-shaped sides of the angle member 5 protrude from the corners to the back or the right side, and therefore the outer side surface of the angle member 5 is the front side or the left side surface of each side. It becomes.

棒材7は、長さ方向の中央部がアングル材5の角部に位置し、一端が当該角部から突出するように配置される。配筋時はこの突出部分に鉄筋が配置される。棒材7には例えば外周面に螺旋状の凸部を有する異形鉄筋を用いることができ、側面5aのほぼ全幅に渡って溶接することでアングル材5に固定される。   The bar 7 is arranged such that the central portion in the length direction is positioned at the corner of the angle member 5 and one end protrudes from the corner. At the time of bar arrangement, a reinforcing bar is arranged on this protruding part. For example, a deformed reinforcing bar having a spiral convex portion on the outer peripheral surface can be used for the bar member 7 and is fixed to the angle member 5 by welding over substantially the entire width of the side surface 5a.

この配筋スペーサ1を用いて土間等の配筋を行う際には、例えば、図3に示すように捨てコンクリート13の上面に配筋スペーサ1を設置する。そして、鉄筋15を配筋スペーサ1の棒材7の突出部分の上に配置し、複数の鉄筋15を組み立てる。この後、捨てコンクリート13上にコンクリート(不図示)を打設することで、鉄筋15が高精度に配置された高品質な土間等の構造体が形成される。   When the bar arrangement is performed using the bar arrangement spacer 1, for example, the bar arrangement spacer 1 is installed on the upper surface of the discarded concrete 13 as shown in FIG. 3. And the reinforcing bar 15 is arrange | positioned on the protrusion part of the bar 7 of the bar arrangement spacer 1, and the some reinforcing bar 15 is assembled. After that, by placing concrete (not shown) on the discarded concrete 13, a high-quality structure such as soil between which the reinforcing bars 15 are arranged with high accuracy is formed.

この第1の実施形態によれば、ベース板3の上面に対して略垂直にアングル材5を設け、その一方の側面5aに、鉄筋配置用の棒材7を、一端がアングル材5の角部から突出し且つベース板3に平行となるように設ける。これにより、簡易な構成であり且つ安定性や強度の高い配筋スペーサ1が得られる。また、配筋スペーサ1では、アングル材5の角部がベース板3の中央部に位置し、棒材7の長さ方向の中央部がアングル材5の角部に位置するため、バランスが良く配筋スペーサ1の安定性がさらに高まり、使用中に倒れる可能性も極めて小さくなる。   According to the first embodiment, the angle member 5 is provided substantially perpendicularly to the upper surface of the base plate 3, the reinforcing bar arranging rod 7 is provided on one side surface 5 a thereof, and one end of the angle member 5 is provided at the corner of the angle member 5. It is provided so as to protrude from the portion and to be parallel to the base plate 3. Thereby, the bar arrangement spacer 1 with a simple configuration and high stability and strength is obtained. Further, in the bar arrangement spacer 1, the corner portion of the angle member 5 is located at the center portion of the base plate 3, and the center portion in the length direction of the bar member 7 is located at the corner portion of the angle member 5, so that the balance is good. The stability of the bar arrangement spacer 1 is further increased, and the possibility of falling down during use is extremely small.

配筋スペーサ1の安定性等を高めることにより、鉄筋15を配置するための棒材7の水平精度、高さ精度も向上し、鉄筋15を高精度且つ安定的に保持できる。鉄筋15は棒材7の上に乗せて配置するだけでよく、配筋の手直し等の作業も減るので施工手間が削減される。また、配筋スペーサ1は、鋼板、山形鋼、鉄筋等を用いて鉄筋15の位置や高さ等に合わせて製作でき、製作費も安価である。   By improving the stability and the like of the reinforcing bar spacer 1, the horizontal accuracy and height accuracy of the bar 7 for arranging the reinforcing bars 15 are also improved, and the reinforcing bars 15 can be held with high accuracy and stability. The reinforcing bars 15 need only be placed on the bar 7 and work such as reworking of the reinforcing bars is reduced, so that the construction labor is reduced. Further, the bar arrangement spacer 1 can be manufactured according to the position and height of the reinforcing bar 15 by using a steel plate, an angle steel, a reinforcing bar, etc., and the manufacturing cost is also low.

なお、本実施形態では捨てコンクリート13上に配筋スペーサ1を設置したが、これに限ることはなく、転圧した砕石上に配筋スペーサ1を設置する場合もある。配筋スペーサ1は、ベース板3により荷重を分散でき砕石上に設置しても沈みこまないため、鉄筋の位置を確実に保持できる。   In this embodiment, the bar arrangement spacer 1 is installed on the discarded concrete 13, but the arrangement is not limited to this, and the bar arrangement spacer 1 may be installed on the crushed crushed stone. Since the reinforcing bar spacer 1 can disperse the load by the base plate 3 and does not sink even if it is placed on the crushed stone, the position of the reinforcing bar can be reliably held.

しかしながら、本発明はこれに限らない。例えば本実施形態では、アングル材5の角部がベース板3の中央部に位置し、棒材7の長さ方向の中央部がアングル材5の角部に位置しているが、場合によってはこれらの位置を異なるものとしてもよい。またベース板3の平面形状を略矩形状以外のものとすることも可能である。さらに、棒材7上に配置するものは鉄筋15に限らず、定盤などを棒材7上に配置して定盤受けスペーサとすることもできる。   However, the present invention is not limited to this. For example, in this embodiment, the corner portion of the angle member 5 is located at the center portion of the base plate 3, and the center portion in the length direction of the bar member 7 is located at the corner portion of the angle member 5. These positions may be different. Further, the planar shape of the base plate 3 can be other than a substantially rectangular shape. Furthermore, what is disposed on the bar 7 is not limited to the reinforcing bar 15, and a surface plate or the like may be disposed on the bar 7 to serve as a surface plate receiving spacer.

次に、本発明の第2の実施形態について説明する。第2の実施形態は第1の実施形態と異なる点について説明し、同様の点については図等で同じ符号を付し説明を省略する。   Next, a second embodiment of the present invention will be described. The second embodiment will be described with respect to differences from the first embodiment, and the same points will be denoted by the same reference numerals in the drawings and the like, and description thereof will be omitted.

[第2の実施形態]
図4(a)は第2の実施形態に係る配筋スペーサ1aの斜視図であり、図4(b)は配筋スペーサ1aを上から見た図である。
[Second Embodiment]
FIG. 4A is a perspective view of the bar arrangement spacer 1a according to the second embodiment, and FIG. 4B is a view of the bar arrangement spacer 1a as viewed from above.

配筋スペーサ1aは、第1の実施形態の配筋スペーサ1に、配筋時に鉄筋を配置するための棒材9(第2の棒材)を更に設けたものである。   The bar arrangement spacer 1a is obtained by further providing a bar 9 (second bar) for arranging a reinforcing bar at the time of bar arrangement on the bar arrangement spacer 1 of the first embodiment.

棒材9は、アングル材5において、前記した側面5aと直交する外側の側面5bに設けられる。棒材9は、当該側面5bの高さ方向の中間部分に、ベース板3の上面に平行となるように水平に設けられる。   In the angle member 5, the bar 9 is provided on the outer side surface 5b orthogonal to the side surface 5a. The bar 9 is provided horizontally at the intermediate portion in the height direction of the side surface 5 b so as to be parallel to the upper surface of the base plate 3.

棒材9は、長さ方向の中央部がアングル材5の角部に位置し、一端が当該角部から突出するように配置される。配筋時はこの突出部分に鉄筋が配置される。棒材9としては、前記と同様、例えば外周面に螺旋状の凸部を有する異形鉄筋を用いることができ、上記面5bのほぼ全幅に渡って溶接することでアングル材5に固定される。   The bar 9 is arranged such that the central portion in the length direction is positioned at the corner of the angle member 5 and one end protrudes from the corner. At the time of bar arrangement, a reinforcing bar is arranged on this protruding part. As the bar member 9, for example, a deformed reinforcing bar having a spiral convex portion on the outer peripheral surface can be used, and the rod member 9 is fixed to the angle member 5 by welding over substantially the entire width of the surface 5 b.

図4(c)に示すように、土間等の配筋を行う際は、配筋スペーサ1aの棒材9の突出部分の上にも鉄筋21を配置し、鉄筋15、21を複数段に組み立てることができる。   As shown in FIG. 4 (c), when reinforcing bars such as soil, the reinforcing bars 21 are also arranged on the protruding portion of the bar 9 of the reinforcing spacer 1a, and the reinforcing bars 15 and 21 are assembled in a plurality of stages. be able to.

この第2の実施形態でも第1の実施形態と同様の効果を得ることができる。またアングル材5の側面5bに棒材9を更に設けることで、上下複数段に鉄筋15、21を配置でき、バランスも向上して配筋スペーサ1aの安定性もさらに高まる。また棒材9の長さ方向の中央部がアングル材5の角部に位置するため、バランスが良く安定性の向上に寄与する。   In the second embodiment, the same effect as that of the first embodiment can be obtained. Further, by providing the bar 9 on the side surface 5b of the angle member 5, the reinforcing bars 15 and 21 can be arranged in a plurality of upper and lower stages, the balance is improved, and the stability of the bar arrangement spacer 1a is further enhanced. Moreover, since the center part of the length direction of the bar 9 is located in the corner | angular part of the angle material 5, it has good balance and contributes to an improvement in stability.

以上、添付図を参照しながら、本発明の実施形態を説明したが、本発明の技術的範囲は、前述した実施形態に左右されない。当業者であれば、特許請求の範囲に記載された技術的思想の範疇内において各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   As mentioned above, although embodiment of this invention was described referring an accompanying drawing, the technical scope of this invention is not influenced by embodiment mentioned above. It is obvious for those skilled in the art that various modifications or modifications can be conceived within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. It is understood that it belongs.

1、1a;配筋スペーサ
3;ベース板
5;アングル材
5a、5b;面
7、9;棒材
13;捨てコンクリート
15、21;鉄筋
1, 1a; bar arrangement spacer 3; base plate 5; angle members 5a and 5b; surfaces 7 and 9; bar 13;

Claims (5)

ベース板と、
前記ベース板の上面に対して略垂直に設けられ、前記ベース板の上から見たときに略L字状の形状を有する板材と、
前記板材の一方の側面に、一端が前記板材の略L字の角部から突出し、前記ベース板に平行となるように設けられた第1の棒材と、
を具備することを特徴とするスペーサ。
A base plate,
A plate material provided substantially perpendicular to the upper surface of the base plate and having a substantially L-shape when viewed from above the base plate;
A first bar provided on one side of the plate so that one end protrudes from a substantially L-shaped corner of the plate and is parallel to the base plate;
The spacer characterized by comprising.
前記板材の前記角部が、前記ベース板の中央部に位置することを特徴とする請求項1記載のスペーサ。   The spacer according to claim 1, wherein the corner portion of the plate member is located at a central portion of the base plate. 前記第1の棒材の長さ方向の中央部が、前記板材の前記角部に位置することを特徴とする請求項1または請求項2記載のスペーサ。   The spacer according to claim 1 or 2, wherein a central portion in the length direction of the first bar is located at the corner of the plate. 前記板材の前記側面と略直交する側面に、一端が前記板材の前記角部から突出し、前記ベース板に平行となるように第2の棒材が設けられることを特徴とする請求項1から請求項3のいずれかに記載のスペーサ。   The second bar material is provided on a side surface substantially orthogonal to the side surface of the plate material so that one end protrudes from the corner portion of the plate material and is parallel to the base plate. Item 4. The spacer according to any one of Items 3. 前記第2の棒材の長さ方向の中央部が、前記板材の前記角部に位置することを特徴とする請求項4記載のスペーサ。   The spacer according to claim 4, wherein a central portion in the length direction of the second bar is located at the corner of the plate.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62120627U (en) * 1986-01-25 1987-07-31
WO1999060224A2 (en) * 1998-05-19 1999-11-25 Tom Nicol Chair for wire mesh used with poured concrete

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62120627U (en) * 1986-01-25 1987-07-31
WO1999060224A2 (en) * 1998-05-19 1999-11-25 Tom Nicol Chair for wire mesh used with poured concrete

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