JPH0248567Y2 - - Google Patents

Info

Publication number
JPH0248567Y2
JPH0248567Y2 JP6705184U JP6705184U JPH0248567Y2 JP H0248567 Y2 JPH0248567 Y2 JP H0248567Y2 JP 6705184 U JP6705184 U JP 6705184U JP 6705184 U JP6705184 U JP 6705184U JP H0248567 Y2 JPH0248567 Y2 JP H0248567Y2
Authority
JP
Japan
Prior art keywords
panel
screw
tube
spongy
screwed
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
Application number
JP6705184U
Other languages
Japanese (ja)
Other versions
JPS60179716U (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 JP6705184U priority Critical patent/JPS60179716U/en
Publication of JPS60179716U publication Critical patent/JPS60179716U/en
Application granted granted Critical
Publication of JPH0248567Y2 publication Critical patent/JPH0248567Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、ボルトを介して建造物に対する固定
を行うねじ筒が埋設された軽量気泡コンクリート
パネルに関し、特に外部からねじ筒の位置を容易
に確認し得るように企図したものである。
[Detailed description of the invention] The present invention relates to a lightweight aerated concrete panel in which a screw tube is embedded that is fixed to a building via bolts, and is particularly designed to allow easy confirmation of the position of the screw tube from the outside. It is something.

軽量気泡コンクリートは、硅石や硅砂或いはス
ラグ等の硅酸質原料の粉末と、セメントや石灰等
の石灰質原料の粉末とを混合し、これに水を加え
ると共に発泡剤や起泡剤等を添加して発泡させた
のち、オートクレーブ養生によつて硬化させたも
のである。一般に、この軽量気泡コンクリートは
パネル状に成形したものが多く、建造物の壁材等
に利用されている。
Lightweight aerated concrete is made by mixing powder of siliceous raw materials such as silica stone, silica sand, or slag with powder of calcareous raw materials such as cement or lime, and adding water and foaming agents. After foaming, it was cured in an autoclave. Generally, this lightweight aerated concrete is often formed into panel shapes and is used as wall materials for buildings.

このような軽量気泡コンクリートパネルを建造
物の柱や梁等に固定するため、従来から種々の構
造のものが考えられている。例えば、外部からパ
ネル固定用のボルトがねじ込まれるねじ筒を具え
た埋込金具を軽量気泡コンクリートパネル内に埋
設する特公昭49−36384号公報等に開示されたも
のが知られている。しかし、このパネルでは、ね
じ筒の位置を外部から直接確認することができな
いため、あらかじめねじ筒の埋設位置を決めてお
き、この埋設位置をメジヤー等を用いて予想し、
座ぐり加工によつてねじ筒の端面を露出させるよ
うにしている。通常、軽量気泡コンクリートパネ
ルはオートクレーブ養生に先立つて半可塑性のブ
ロツク状のものを薄く切断しているため、切断加
工精度の問題もあつてねじ筒の端面をあらかじめ
切断端面に露出させておくことが根本的に無理で
あり、どうしても上述したような座ぐり加工を施
す必要があつた。
In order to fix such lightweight aerated concrete panels to pillars, beams, etc. of buildings, various structures have been considered. For example, a method disclosed in Japanese Patent Publication No. 49-36384 is known in which an embedding fitting provided with a threaded tube into which a bolt for fixing the panel is screwed in from the outside is embedded in a lightweight aerated concrete panel. However, with this panel, it is not possible to directly confirm the position of the screw tube from the outside, so the buried position of the screw tube is determined in advance, and this buried position is estimated using a measurer, etc.
The end face of the threaded cylinder is exposed by counterbore processing. Normally, lightweight aerated concrete panels are cut into thin semi-plastic blocks before being cured in an autoclave, so there is a problem with cutting accuracy, so it is necessary to expose the end of the threaded tube to the cut end in advance. This was fundamentally impossible, and it was necessary to carry out counterbore processing as described above.

この結果、従来の軽量気泡コンクリートパネル
では、その寸法計測を行つてねじ筒の埋設位置を
予想し、座ぐり加工によりねじ筒の端面を外部に
露出させなければならず、作業が繁雑である上に
ねじ筒の埋設予想位置が外れる場合もあつた。
As a result, with conventional lightweight aerated concrete panels, it is necessary to measure the dimensions of the panel to estimate the buried position of the threaded tube, and then use counterbore processing to expose the end surface of the threaded tube to the outside, which is not only complicated but also In some cases, the expected buried position of the screw tube was incorrect.

本考案はかかる従来の軽量気泡コンクリートパ
ネルにおける埋込金具の問題に鑑み、外部から極
めて容易にねじ筒の位置を確認できると共に場合
によつては座ぐり加工を行わずともねじ筒の端面
を外部に露出させ得る軽量気泡コンクリートパネ
ルを提供することを目的とする。
In view of the problem of embedded metal fittings in conventional lightweight aerated concrete panels, the present invention allows the position of the threaded cylinder to be extremely easily confirmed from the outside, and in some cases, allows the end face of the threaded cylinder to be removed from the outside without the need for counterboring. The purpose is to provide lightweight aerated concrete panels that can be exposed to

この目的を達成する本考案の軽量気泡コンクリ
ートパネルにかかる構成は、外部からパネル固定
用のボルトがねじ込まれるねじ筒を有する埋込金
具と、前記ボルトがねじ込まれる側の前記ねじ筒
の端面にこのねじ筒に形成されたねじ穴を塞ぐよ
うに装着され且つオートクレーブ養生に伴う熱で
溶融しない多孔質のゴム状弾性材とが埋設された
ものである。
The structure of the lightweight aerated concrete panel of the present invention that achieves this purpose includes an embedded fitting having a threaded tube into which a bolt for fixing the panel is screwed from the outside, and an end face of the threaded tube on the side into which the bolt is screwed. A porous rubber-like elastic material that is attached to the threaded cylinder so as to close the threaded hole formed therein and that does not melt due to the heat associated with autoclave curing is embedded therein.

従つて本考案によると、ねじ筒と軽量気泡コン
クリートパネル表面との間に多孔質のゴム状弾性
材を介在させたので、パネル表面をハンマー等で
打診したりすることによつて極めて容易にねじ筒
の位置を外部から確認することが可能であり、パ
ネル表面と多孔質のゴム状弾性材の端面との間隔
が短い場合には、座ぐり加工を行なわずともハン
マー等による破壊で座ぐり穴を形成することもで
きる。
Therefore, according to the present invention, a porous rubber-like elastic material is interposed between the threaded tube and the surface of the lightweight cellular concrete panel, so that it is extremely easy to screw the panel surface by percussing it with a hammer or the like. It is possible to confirm the position of the cylinder from the outside, and if the distance between the panel surface and the end face of the porous rubber-like elastic material is short, the counterbore hole can be destroyed with a hammer etc. without counterboring. can also be formed.

以下、本考案による軽量気泡コンクリートパネ
ルの一実施例について第1図〜第3図を参照しな
がら詳細に説明する。
Hereinafter, an embodiment of the lightweight cellular concrete panel according to the present invention will be described in detail with reference to FIGS. 1 to 3.

本実施例の破断状態を表す第1図及びその断面
構造を表す第2図に示すように、軽量気泡コンク
リートパネル(以下、ALCパネルと呼称する)
10内には、横筋11と縦筋12とで篭状に形成
された補強筋が埋設されており、横筋11には本
実施例では四本一組のアーム13が係止状態で連
結されている。放射状をなすこれらアーム13に
は外部からパネル固定用の図示しないボルトがね
じ込まれるねじ筒14が一体的に取付けられてお
り、このねじ筒14とアーム13とで埋込金具が
構成されている。この埋込金具を補強筋に連結す
る手段や当該埋込金具自体の形状は、本実施例以
外に例えば実公昭58−14733号公報等の従来から
周知のものをそのまま採用することができる。前
述したボルトがねじ込まれる側のねじ筒14の端
面には、このねじ筒14の端面を覆つてねじ穴1
5を塞ぐ多孔質の海綿状ネオプレンゴム16が本
実施例では粘着剤を介して貼着されており、この
海綿状ネオプレンゴム16の厚さは、その端面か
らALCパネル10表面までの間隔Lが約5ミリ
メートルから9ミリメートル程度となるように設
定することが望ましい。本実施例では海綿状ネオ
プレンゴム16をゴム状弾性材として用いたが、
ALCパネル10のオートクレーブ養生時の温度
である180℃程度で溶融しない材質の多孔体であ
りさえすれば良い。この海綿状ネオプレンゴム1
6が貼着されたねじ筒14の端面と反対側の端面
にも本実施例では海綿状ネオプレンゴム17を貼
着し、この端面側からねじ穴15内にコンクリー
トが流れ込むのを防止しているが、こちら側の端
面には単なる貼着テープ等を貼るだけでもよく、
又、海綿状ネオプレンゴム16をボルト状に形成
してねじ穴15内にこの海綿状ネオプレンゴム1
6の一部が充満するようにしても同様な効果を得
られる。
As shown in Figure 1 showing the fractured state of this example and Figure 2 showing its cross-sectional structure, lightweight aerated concrete panels (hereinafter referred to as ALC panels)
A reinforcing bar formed in a basket shape by horizontal bars 11 and vertical bars 12 is buried inside the bar 10, and a set of four arms 13 are connected to the horizontal bars 11 in a locked state in this embodiment. There is. These radial arms 13 are integrally attached with screw tubes 14 into which bolts (not shown) for fixing the panel are screwed in from the outside, and the screw tubes 14 and the arms 13 constitute an embedded fitting. As for the means for connecting the embedded metal fitting to the reinforcing bar and the shape of the embedded metal fitting itself, in addition to the present embodiment, conventionally known methods such as those disclosed in Japanese Utility Model Publication No. 14733/1988 can be used as they are. A screw hole 1 is provided on the end surface of the threaded cylinder 14 on the side into which the aforementioned bolt is screwed, covering the end surface of the threaded cylinder 14.
In this embodiment, a porous spongy neoprene rubber 16 that closes the 5 is attached via an adhesive, and the thickness of this spongy neoprene rubber 16 is such that the distance L from its end face to the surface of the ALC panel 10 is It is desirable to set it to about 5 mm to 9 mm. In this example, spongy neoprene rubber 16 was used as the rubber-like elastic material.
It is sufficient that the porous body is made of a material that does not melt at about 180° C., which is the temperature at which the ALC panel 10 is cured in an autoclave. This spongy neoprene rubber 1
In this embodiment, a spongy neoprene rubber 17 is also pasted on the end face of the threaded cylinder 14 opposite to the end face on which the screw thread 6 is pasted, to prevent concrete from flowing into the screw hole 15 from this end face side. However, you can simply attach adhesive tape to the end surface on this side.
Also, the spongy neoprene rubber 16 is formed into a bolt shape, and the spongy neoprene rubber 16 is inserted into the screw hole 15.
A similar effect can be obtained even if part of 6 is filled.

ALCパネル10の外観を表す第3図に示すよ
うに、海綿状ネオプレンゴム16はオートクレー
ブ養生に伴う熱で収縮するため、その一部に空洞
を発生すると共にALCパネル10の表面から海
綿状ネオプレンゴム16の端面までのコンクリー
トの肉厚が5ミリメートル〜9ミリメートルとな
つているため、この部分を作業者の握りこぶしや
ハンマ18等で打診してねじ筒14の位置割出し
を簡単に行うことが可能であり、しかるのち上述
したハンマ18等で極めて容易にALCパネルの
表面から海綿状ネオプレンゴム16の端面までの
コンクリートの部分を破壊でき、この海綿状ネオ
プレンゴム16をねじ筒14から引き剥がして外
部に取り出すことができる。
As shown in FIG. 3, which shows the appearance of the ALC panel 10, the spongy neoprene rubber 16 shrinks due to the heat associated with autoclave curing, so a cavity is formed in a part of it, and the spongy neoprene rubber Since the thickness of the concrete up to the end face of the screw tube 16 is 5 mm to 9 mm, it is possible to easily index the position of the screw tube 14 by percussing this part with the worker's fist, hammer 18, etc. Then, the concrete part from the surface of the ALC panel to the end face of the spongy neoprene rubber 16 can be destroyed very easily using the hammer 18 described above, and the spongy neoprene rubber 16 can be peeled off from the screw tube 14 and removed from the outside. can be taken out.

なお、本実施例では粘着剤により海綿状ネオプ
レンゴム16をねじ筒14に取付けるようにした
が、海綿状ネオプレンゴム16の一部をねじ穴1
5に嵌合させることでねじ筒14と一体化するこ
とも可能である。
In this embodiment, the spongy neoprene rubber 16 was attached to the screw tube 14 using an adhesive, but a part of the spongy neoprene rubber 16 was attached to the screw hole 1.
It is also possible to integrate it with the threaded cylinder 14 by fitting it into the threaded cylinder 5.

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

第1図は本考案による軽量気泡コンクリートパ
ネルの内部構造を表す破断斜視図、第2図はその
主要部の断面図、第3図はねじ筒の位置割出し作
業の原理を表す概念図であり、図中の符号で、 10はALCパネル、11は横筋、12は縦筋、
13はアーム、14はねじ筒、15はねじ穴、1
6は海綿状ネオプレンゴムである。
Fig. 1 is a cutaway perspective view showing the internal structure of the lightweight aerated concrete panel according to the present invention, Fig. 2 is a cross-sectional view of its main parts, and Fig. 3 is a conceptual diagram showing the principle of position indexing work of the screw cylinder. , with the symbols in the figure, 10 is the ALC panel, 11 is the horizontal stripe, 12 is the vertical stripe,
13 is an arm, 14 is a screw cylinder, 15 is a screw hole, 1
6 is spongy neoprene rubber.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 外部からパネル固定用のボルトがねじ込まれる
ねじ筒を有する埋込金具と、前記ボルトがねじ込
まれる側の前記ねじ筒の端面にこのねじ筒に形成
されたねじ穴を塞ぐように装着され且つオートク
レーブ養生に伴う熱で溶融しない多孔質のゴム状
弾性材とが埋設された軽量気泡コンクリートパネ
ル。
An embedded fitting having a threaded tube into which a bolt for fixing a panel is screwed from the outside, and an embedded fitting having a threaded tube into which the bolt is screwed, and which is attached to the end surface of the screw tube on the side into which the bolt is screwed so as to close a screw hole formed in the screw tube, and is autoclaved. A lightweight aerated concrete panel embedded with porous rubber-like elastic material that does not melt due to the heat associated with it.
JP6705184U 1984-05-10 1984-05-10 lightweight cellular concrete panels Granted JPS60179716U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6705184U JPS60179716U (en) 1984-05-10 1984-05-10 lightweight cellular concrete panels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6705184U JPS60179716U (en) 1984-05-10 1984-05-10 lightweight cellular concrete panels

Publications (2)

Publication Number Publication Date
JPS60179716U JPS60179716U (en) 1985-11-29
JPH0248567Y2 true JPH0248567Y2 (en) 1990-12-20

Family

ID=30600510

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6705184U Granted JPS60179716U (en) 1984-05-10 1984-05-10 lightweight cellular concrete panels

Country Status (1)

Country Link
JP (1) JPS60179716U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0633643B2 (en) * 1986-08-14 1994-05-02 ナショナル住宅産業株式会社 Concrete panel

Also Published As

Publication number Publication date
JPS60179716U (en) 1985-11-29

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