JPH0521371Y2 - - Google Patents

Info

Publication number
JPH0521371Y2
JPH0521371Y2 JP1986182039U JP18203986U JPH0521371Y2 JP H0521371 Y2 JPH0521371 Y2 JP H0521371Y2 JP 1986182039 U JP1986182039 U JP 1986182039U JP 18203986 U JP18203986 U JP 18203986U JP H0521371 Y2 JPH0521371 Y2 JP H0521371Y2
Authority
JP
Japan
Prior art keywords
spacer
support rod
cage
reinforcement
cage reinforcement
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 - Lifetime
Application number
JP1986182039U
Other languages
Japanese (ja)
Other versions
JPS6388404U (en
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 filed Critical
Priority to JP1986182039U priority Critical patent/JPH0521371Y2/ja
Publication of JPS6388404U publication Critical patent/JPS6388404U/ja
Application granted granted Critical
Publication of JPH0521371Y2 publication Critical patent/JPH0521371Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)
  • Producing Shaped Articles From Materials (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【考案の詳細な説明】[Detailed explanation of the idea]

(産業上の利用分野) 本考案は、軽量気泡コンクリート部材の補強材
として使用されるかご筋に取付けて使用されるか
ご筋支持用のスペーサーに関する。 (従来の技術) 従来、かご筋支持用のスペーサーとしては、実
公昭54−30373号公報に記載され、第3図に示し
た板状体で作成された板状のスペーサー、実公昭
50−22988号公報に記載され、第4図に示した四
本の線材を井桁状に組み合わせて溶接したスペー
サーや、実公昭52−4739号公報に記載され、第5
図に示した二本のU字状に折り曲げた線材を互い
に対向させて組合せ溶接したスペーサー等があ
る。 これらのかご筋支持用のスペーサーは、第6図
に示すように2枚の溶接金網1′,1″間に間隔を
設けてかご筋1とする為に使用されている。 そして第6図に示した上側のスペーサー6はそ
の中央部の穴部の四辺は等しいスペーサーが使用
され、下側のスペーサー2は長方形の穴部3があ
るスペーサーが使用されている。 このようなスペーサーを有するかご筋1は、第
7図に示すように軽量気泡コンクリートの成型型
枠10内で支持棒7によつて吊下げられる。この
支持棒7によるかご筋1の吊下げは、第8図に示
すように下部に切欠部9と先端に平板部8を有す
る支持棒7をかご筋支持用スペーサーである下部
のスペーサー2の細長い穴3に挿入し、該支持棒
7を90度回転することにより第9図に示すように
下部のスペーサー2の穴周囲の長辺の下部に喰い
込ませることにより該支持棒7にてかご筋1を支
持することによつて構成されている。 第7図に示したように、下部スペーサー2にお
いて支持棒7に支持されたかご筋1が吊下げられ
た型枠10内に軽量気泡コンクリート用の原料ス
ラリーを注入して硬化させて軽量気泡コンクリー
ト用の予備成型体が製造されている。この予備成
形体は所定の硬度に達した後、支持棒7を90度回
転させた後、上方に引き抜いて支持棒7を取り除
き、その後に、かご筋10が中心になるようにし
て切断され、軽量気泡コンクリートの最終製品の
形状にされ、充分に硬化させられる。 (考案が解決しようとする課題) 上記に示したいづれかの従来のかご筋支持用の
スペーサーを使用すると、第5図に示した穴の短
辺部分では線材が二重になつているスペーサーの
場合ですら、前述したように、軽量気泡コンクリ
ート用予備成型体中で支持棒を90度回転して支持
棒の下部スペーサーの下への喰込みを解除した後
に支持棒を上部へ引き抜く際に、支持棒7の下部
の切欠部9がスペーサーに引っ掛かり易く、この
ように引つ掛かつた状態で支持棒を引き上げる
と、かご筋1全体が少し引き上げられて、支持棒
7と下部スペーサー2とが離れることになる。こ
のように軽量気泡コンクリート予備成形体とな
り、ある程度硬化した状態で僅かではあるがかご
筋1の位置にズレを生じ、かご筋周囲に空隙部が
ある軽量気泡コンクリート製品となり、物性的に
も問題を発生する可能性があつた。 (課題を解決するための手段) 本考案のかご筋支持用スペーサーは、軽量気泡
コンクリート部材の補強材として使用されるかご
筋に取付けて使用されるかご筋支持用のスペーサ
ーであつて、全体が板状材で構成され、その対向
する二片にV字状に折り曲げられた溝部を有し、
かつ該板状材の中央に長方形の穴部を有し、該穴
部の短辺が前記溝部と平行であると共に、該短辺
部に沿つて突起する垂直部を設けたことを特徴と
するものである。 (実施例) 以下、本考案を第1図の実施例を用いて説明す
る。 第1図は、本考案のかご筋支持用スペーサーの
一実施態様であり、そのA図は斜視図、BはA図
をA−A′線で切断した断面図、CはA図をB−
B′線で切断した断面図である。この第1図に見
られるようにかご筋支持用スペーサー2は全体が
板状材で構成され、その対向する二片にV字状に
折り曲げられた溝部を有している。このV字状に
折り曲げられた溝部は、第3図に示した従来の板
状スペーサーと同様にかご筋とする際の溶接金網
との溶接性を高める役割をしている。即ち、この
溝と溶接金網の鉄筋とが直交するようにして互い
に溶接し易いようになつている。 また、第1図のかご筋支持用スペーサーは、板
状材の中央に長方形の穴部3を有し、該穴部3の
短辺が前記溝部と平行であると共に、該短辺部5
に板材が折り曲げられて突起している垂直部が設
けられている。 一般に板材の厚み(即ち、穴部3の長辺の厚
さ)は3mm以下の薄い板状が好ましく使用され、
垂直部を含めた短辺5の厚さは5〜6mm(即ち、
垂直部の突起高さは2mm以上)とすることが好ま
しい。 比較の為に、第2図に示すように、直径が3mm
の線材を使用してロの字状に形成して穴3、長辺
4、短辺5を形成したものを直径3mmの平行な2
本の線材に溶接してかご筋支持用スペーサーとし
たもの、第3図に示す厚さが3mmの板で作成した
板状のかご筋支持用スペーサー、第5図に示す直
径3mmの二本のU字状に折り曲げた線材を使用し
たかご筋支持用スペーサー、及び上記の第1図で
板状の厚み3mm、短辺の突起高さ(板材の上に出
ている部分の高さ)2mmの本発明の実施例のかご
筋支持用スペーサーを使用してかご筋入りの軽量
気泡コンクリート予備成形体を製造した。 また、比較の為にかご筋を使用せずに型枠上部
から支持棒のみを吊り下げた型枠でも軽量気泡コ
ンクリート予備成形体を作成した。このものをブ
ランク(スペーサーなし)条件という。 これらの実験において、支持棒を90度回転させ
て支持棒とスペーサーとの係合状態を外した後、
支持棒にバネ秤を取付け、該バネを持ち上げるこ
とにより支持棒を引上げ、支持棒の引き抜き抵抗
を測定した。スペーサーなしのブランク条件でも
支持棒を90度回転させた後、支持棒にバネ秤を取
付け、該バネを持ち上げることにより支持棒を引
上げ、支持棒の引き抜き抵抗を測定した。 これらの測定を各条件20個のスペーサーを使用
して実験し、支持棒を引抜く時の引抜き抵抗の各
条件毎の平均値を求めた。その結果を第1表に示
す。 第1表ではスペーサーの種類を図面の番号で示
した。
(Industrial Application Field) The present invention relates to a spacer for supporting cage reinforcement, which is used by being attached to cage reinforcement used as a reinforcing material for lightweight aerated concrete members. (Prior art) Conventionally, as a spacer for supporting cage reinforcement, a plate-shaped spacer made of a plate-shaped body as described in Japanese Utility Model Publication No. 54-30373 and shown in FIG.
There is a spacer described in Publication No. 50-22988 and shown in Figure 4, which is made by combining four wire rods in a grid shape and welded, and a spacer described in Publication No. 52-4739 and shown in Figure 4.
There is a spacer, etc., which is made by combining and welding two wire rods bent into a U-shape, facing each other, as shown in the figure. These spacers for supporting cage reinforcement are used to provide a space between two welded wire meshes 1' and 1'' to form cage reinforcement 1, as shown in FIG. The upper spacer 6 shown is a spacer in which the four sides of the hole in the center are equal, and the lower spacer 2 is a spacer with a rectangular hole 3. 1 is suspended by a support rod 7 within a molding frame 10 of lightweight aerated concrete as shown in FIG. 7.The cage reinforcement 1 is suspended by the support rod 7 as shown in FIG. By inserting the support rod 7 having a notch 9 at the bottom and a flat plate 8 at the tip into the elongated hole 3 of the lower spacer 2, which is a spacer for supporting the cage muscle, and rotating the support rod 7 by 90 degrees, as shown in FIG. As shown in FIG. 7, the car reinforcement 1 is supported by the support rod 7 which is inserted into the lower part of the long side around the hole of the lower spacer 2. As shown in FIG. Then, a raw material slurry for lightweight cellular concrete is injected into the formwork 10 in which the cage reinforcement 1 supported by the support rod 7 is suspended in the lower spacer 2 and hardened to produce a preformed body for lightweight cellular concrete. After this preform reaches a predetermined hardness, the support rod 7 is rotated 90 degrees and then pulled upward to remove the support rod 7, and then the cage wire 10 is centered. (Problem to be Solved by the Invention) When using any of the conventional cage reinforcement spacers shown above, the fifth Even in the case of a spacer in which the wire rods are doubled on the short side of the hole shown in the figure, as mentioned above, the support rod can be rotated 90 degrees in the lightweight aerated concrete preform to remove the lower part of the support rod. When pulling the support rod upward after releasing the spacer, the notch 9 at the bottom of the support rod 7 tends to get caught on the spacer. , the entire cage reinforcement 1 is pulled up a little, and the support rod 7 and the lower spacer 2 are separated.In this way, the lightweight aerated concrete preform is formed, and the position of the cage reinforcement 1 is slightly changed in a state where it has hardened to some extent. This resulted in a lightweight aerated concrete product with gaps around the cage bars, which could also cause physical problems. (Means for solving the problem) Spacer for supporting the cage bars of the present invention is a spacer for supporting cage reinforcement used by attaching it to cage reinforcement used as a reinforcing material for lightweight aerated concrete members, and is made entirely of plate-shaped material, with two opposing pieces having a V-shaped spacer. It has a bent groove,
The plate material has a rectangular hole in the center thereof, the short side of the hole is parallel to the groove, and a vertical portion is provided that protrudes along the short side. It is something. (Example) Hereinafter, the present invention will be explained using the example shown in FIG. Fig. 1 shows one embodiment of the spacer for supporting cage reinforcement of the present invention, in which Fig. A is a perspective view, Fig. B is a cross-sectional view taken from Fig. A along the line A-A', and Fig. C is a cross-sectional view taken from Fig. A along the line B--
FIG. 3 is a cross-sectional view taken along line B'. As seen in FIG. 1, the cage support spacer 2 is entirely made of a plate-like material, and has grooves bent into a V-shape in two opposing pieces. Similar to the conventional plate-shaped spacer shown in FIG. 3, this V-shaped groove serves to improve weldability with a welded metal mesh when forming a cage line. That is, the groove and the reinforcing bars of the welded wire mesh are perpendicular to each other so that they can be easily welded together. In addition, the spacer for supporting cage reinforcement in FIG. 1 has a rectangular hole 3 in the center of the plate material, and the short side of the hole 3 is parallel to the groove, and the short side 5
The plate material is bent to provide a protruding vertical portion. Generally, a thin plate with a thickness of 3 mm or less (i.e., the thickness of the long side of the hole 3) is preferably used.
The thickness of the short side 5 including the vertical part is 5 to 6 mm (i.e.
The height of the protrusion on the vertical portion is preferably 2 mm or more. For comparison, the diameter is 3 mm as shown in Figure 2.
A hole 3, a long side 4, and a short side 5 are formed using a wire rod of
A spacer for supporting cage reinforcement is welded to a real wire rod, a plate-shaped spacer for supporting cage reinforcement made from a plate with a thickness of 3 mm as shown in Figure 3, and two spacers for supporting cage reinforcement with a diameter of 3 mm as shown in Figure 5. A spacer for supporting cage reinforcement using a wire rod bent into a U shape, and a plate-shaped spacer with a thickness of 3 mm and a protrusion height on the short side (height of the part protruding above the plate material) of 2 mm as shown in Figure 1 above. EXAMPLE 1 A lightweight cellular concrete preform with cage reinforcement was manufactured using a spacer for supporting cage reinforcement according to an example of the present invention. For comparison, a lightweight aerated concrete preform was also created using a formwork in which only support rods were suspended from the top of the formwork without using cage reinforcement. This is called a blank (no spacer) condition. In these experiments, after rotating the support rod 90 degrees to disengage the support rod and spacer,
A spring scale was attached to the support rod, the support rod was pulled up by lifting the spring, and the pull-out resistance of the support rod was measured. Even under the blank condition without a spacer, the support rod was rotated 90 degrees, a spring scale was attached to the support rod, the spring was lifted to pull up the support rod, and the pull-out resistance of the support rod was measured. These measurements were conducted using 20 spacers for each condition, and the average value of the pull-out resistance when pulling out the support rod was determined for each condition. The results are shown in Table 1. In Table 1, the types of spacers are indicated by drawing numbers.

【表】 上記の第1表に見られるように、第5図のよう
に穴周辺が短辺が長辺の厚さと同じ厚さのスペー
サーは勿論のこと、第2図や第5図のスペーサー
のように穴の周囲の短辺部で線材を二重にして短
辺の厚さを厚くした場合でも、スペーサー無のブ
ランク条件に比較すると、支持棒の引抜き抵抗は
大きくなり、支持棒を引抜く際に支持棒の下端の
切欠きがスペーサーに引つ掛かることを示してい
る。 これに対し、本考案の実施例のスペーサーを使
用した場合は、引抜き抵抗がブランクの場合と等
しく、支持棒の引抜きの際に支持棒の下端の切欠
きがスペーサーに引つ掛からないことを示した。 (考案の効果) 本考案のかご筋支持用スペーサーを支持棒によ
るかご筋の型枠内保持用に使用し、軽量気泡コン
クリートの原料スラリーが所定の硬度に硬化した
後、軽量気泡コンクリート予備成形体中から支持
棒を引抜く際のスペーサーによる抵抗が殆ど感じ
られなくなり、支持棒の引抜き作業時のかご筋の
位置ズレ防止できるという優れた効果を発揮す
る。
[Table] As shown in Table 1 above, there are not only spacers where the short side around the hole has the same thickness as the long side as shown in Figure 5, but also spacers as shown in Figures 2 and 5. Even if the wire rod is doubled on the short side around the hole to increase the thickness of the short side, the pull-out resistance of the support rod will be large compared to the blank condition without a spacer, and it will be difficult to pull out the support rod. This shows that the notch at the lower end of the support rod gets caught on the spacer when it is removed. On the other hand, when the spacer of the embodiment of the present invention is used, the pull-out resistance is equal to that of the blank, indicating that the notch at the lower end of the support rod does not catch on the spacer when the support rod is pulled out. Ta. (Effect of the invention) The cage reinforcement spacer of the present invention is used to hold the cage reinforcement in the formwork by the support rod, and after the raw material slurry for lightweight cellular concrete has hardened to a predetermined hardness, a lightweight cellular concrete preform is produced. When the support rod is pulled out from inside, the resistance due to the spacer is hardly felt, and the excellent effect of preventing displacement of the cage wire during the work of pulling out the support rod is exhibited.

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

第1図は本考案のかご筋支持用スペーサーの一
実施態様を示す図であり、そのA図は斜視図、B
図はA図をA−A′線で切断した断面図、C図は
A図をB−B′線で切断した断面図、第2図は比
較例のかご筋支持用スペーサーを示す図であり、
そのA図は斜視図、B図はA図をA−A′線で切
断した断面図、C図はA図をB−B′線で切断し
た断面図、第3図、第4図、第5図は各種の従来
のかご筋支持用スペーサーを示す斜視図、第6図
はかご筋支持用スペーサーと溶接金網を組立てた
かご筋の斜視図、第7図Aはスペーサー付のかご
筋を支持棒により型枠内に吊り下げた状態の側面
図、第7図Bは第7図Aにアで示した部分の拡大
断面図、第8図はかご筋に支持棒を挿入し、90度
回転させる前の状態の側断面図、第9図は第7図
の状態で支持棒を90度回転した状態の側断面図で
ある。 1……かご筋、2……かご筋支持用スペーサ
ー、3……穴、4……穴の長辺、5……穴の短
辺、6……上部スペーサー、7……支持棒、8…
…下部平板部、9……下部切欠部、10……型
枠。
FIG. 1 is a diagram showing an embodiment of the cage muscle supporting spacer of the present invention, in which figure A is a perspective view and figure B is a perspective view.
The figure is a cross-sectional view of figure A taken along the line A-A', figure C is a cross-sectional view of figure A taken along the line B-B', and figure 2 is a diagram showing a spacer for supporting cage reinforcement of a comparative example. ,
Figure A is a perspective view, Figure B is a cross-sectional view of Figure A taken along line A-A', Figure C is a cross-sectional view of Figure A taken along line B-B', Figures 3, 4, and Figure 5 is a perspective view showing various conventional cage reinforcement spacers, Figure 6 is a perspective view of a cage reinforcement made by assembling the cage reinforcement spacer and welded wire mesh, and Figure 7A is a support for cage reinforcement with spacers. Fig. 7B is an enlarged sectional view of the part indicated by A in Fig. 7A, and Fig. 8 is a side view of the cage suspended in the formwork by a rod. FIG. 9 is a side sectional view of the state shown in FIG. 7 with the support rod rotated 90 degrees. DESCRIPTION OF SYMBOLS 1...Cage bar, 2...Spacer for supporting cage bar, 3...Hole, 4...Long side of hole, 5...Short side of hole, 6...Top spacer, 7...Support rod, 8...
... lower flat plate part, 9 ... lower notch part, 10 ... formwork.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 軽量気泡コンクリート部材の補強材として使用
されるかご筋に取付けて使用されるかご筋支持用
のスペーサーであつて、スペーサーは板状材で構
成され、該板状材の対向する二片にはV字状に折
り曲げられた溝部、該板状材の中央には長方形の
穴部を有しており、かつ該穴部の短辺は前記溝部
と平行であると共に、該短辺部に沿つて突起する
垂直部を設けたことを特徴とするかご筋支持用ス
ペーサー。
This is a spacer for supporting cage reinforcement used by being attached to cage reinforcement used as a reinforcing material for lightweight aerated concrete members. The plate material has a rectangular hole in the center thereof, and the short side of the hole is parallel to the groove, and a protrusion is formed along the short side. A spacer for supporting cage reinforcement, characterized by having a vertical portion that supports the cage.
JP1986182039U 1986-11-28 1986-11-28 Expired - Lifetime JPH0521371Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986182039U JPH0521371Y2 (en) 1986-11-28 1986-11-28

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986182039U JPH0521371Y2 (en) 1986-11-28 1986-11-28

Publications (2)

Publication Number Publication Date
JPS6388404U JPS6388404U (en) 1988-06-08
JPH0521371Y2 true JPH0521371Y2 (en) 1993-06-01

Family

ID=31127470

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986182039U Expired - Lifetime JPH0521371Y2 (en) 1986-11-28 1986-11-28

Country Status (1)

Country Link
JP (1) JPH0521371Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0752835Y2 (en) * 1990-06-28 1995-12-06 住友金属鉱山株式会社 Metal spacer for lightweight cellular concrete

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS524739U (en) * 1975-06-25 1977-01-13

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS524739U (en) * 1975-06-25 1977-01-13

Also Published As

Publication number Publication date
JPS6388404U (en) 1988-06-08

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