JPS6328733Y2 - - Google Patents

Info

Publication number
JPS6328733Y2
JPS6328733Y2 JP20262782U JP20262782U JPS6328733Y2 JP S6328733 Y2 JPS6328733 Y2 JP S6328733Y2 JP 20262782 U JP20262782 U JP 20262782U JP 20262782 U JP20262782 U JP 20262782U JP S6328733 Y2 JPS6328733 Y2 JP S6328733Y2
Authority
JP
Japan
Prior art keywords
anchor
cloth foundation
styrofoam
concrete
main body
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
JP20262782U
Other languages
Japanese (ja)
Other versions
JPS59102707U (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 JP20262782U priority Critical patent/JPS59102707U/en
Publication of JPS59102707U publication Critical patent/JPS59102707U/en
Application granted granted Critical
Publication of JPS6328733Y2 publication Critical patent/JPS6328733Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Foundations (AREA)

Description

【考案の詳細な説明】 〔技術分野〕 この考案はアンカー装置に関するものである。[Detailed explanation of the idea] 〔Technical field〕 This invention relates to an anchor device.

〔背景技術〕[Background technology]

プレハブ住宅において、第1図および第2図に
示すように壁パネル1を布基礎2へ連結するに
は、布基礎天端2aに設けた凹部3にアンカー部
材4を埋込み、壁パネル1に溶接したボルト5に
中間ボルト7を螺接して、この中間ボルト7をプ
レート8を介しアンカー部材4のボルト挿通穴4
aに通してナツト9を締結する。壁パネル1の設
置後は、布基礎2の凹部3にモルタルを充填す
る。
In a prefabricated house, in order to connect the wall panel 1 to the fabric foundation 2 as shown in FIGS. An intermediate bolt 7 is screwed into the bolt 5 that has been inserted, and the intermediate bolt 7 is inserted into the bolt insertion hole 4 of the anchor member 4 through the plate 8.
Pass through a and tighten nut 9. After the wall panel 1 is installed, the recess 3 of the cloth foundation 2 is filled with mortar.

この場合、布基礎2の凹部3の形成と、アンカ
ー部材4の布基礎2への埋込は、第3図ないし第
6図に示すようにして行なう。すなわち、第3図
に示すように、型枠10間にコンクリート11を
流し込んで、そのコンクリート11が未硬化のう
ちに、アンカー部材4をその上部に配した発泡ス
チロール12とともに、コンクリート11内へ埋
込む。この発泡スチロール12は、第4図ないし
第6図に示すように、布基礎2の幅と等しい幅を
もち、上面12aが布基礎天端2aと面一となる
ように埋込む。コンクリート11の硬化後は、型
枠10を外し、発泡スチロール12を取り去つ
て、発泡スチロール12の配設領域後に凹部3を
形成する。
In this case, the formation of the recess 3 of the cloth foundation 2 and the embedding of the anchor member 4 into the cloth foundation 2 are performed as shown in FIGS. 3 to 6. That is, as shown in FIG. 3, concrete 11 is poured between formworks 10, and while the concrete 11 is not hardened, the anchor member 4 is embedded into the concrete 11 together with the foamed polystyrene 12 arranged on the top thereof. . As shown in FIGS. 4 to 6, this Styrofoam 12 has a width equal to the width of the cloth foundation 2, and is embedded so that the upper surface 12a is flush with the top end 2a of the cloth foundation. After the concrete 11 hardens, the formwork 10 is removed, the Styrofoam 12 is removed, and a recess 3 is formed behind the area where the Styrofoam 12 is provided.

ところが、発泡スチロール12の除去は、発泡
スチロール12を壊して行なわねばならないた
め、除去作業が困難であり、またその発泡スチロ
ール12を再使用できないという問題を有してい
た。また、布基礎2の凹部3が布基礎屋外面2b
に露出するため、凹部3にモルタルを充填した場
合にコンクリート11との違和感が生じて美感を
損なうこととなり、これを防止するために従来は
コンクリート11と上記モルタルの屋外面にさら
にモルタルを塗り上げて化粧仕上げしており、そ
のモルタル塗り作業が繁雑であるという問題も有
していた。
However, since the Styrofoam 12 must be removed by breaking the Styrofoam 12, the removal work is difficult, and the Styrofoam 12 cannot be reused. In addition, the recess 3 of the cloth foundation 2 is
Therefore, when the recess 3 is filled with mortar, it feels uncomfortable with the concrete 11 and spoils the aesthetic appearance.To prevent this, conventionally, mortar is further coated on the concrete 11 and the outdoor surface of the mortar. There was also the problem that the mortar application process was complicated.

そこで、上記モルタル塗り作業を省略するため
に、第7図および第8図に示すように、布基礎
2′の幅を発泡スチロール12の幅より若干大き
く設定して、その発泡スチロール12を布基礎
2′屋外側に位置させることにより、発泡スチロ
ール12を取り去つた後の凹部3′が、布基礎
2′の屋外側へ露出するのを防ぐ提案がなされた。
ところが、コンクリート使用量を節約する関係
上、布基礎幅を大きくとれず、凹部3′に対応す
る布基礎渡り部13の幅が狭くなつてこの渡り部
13が発泡スチロール12の除去時に破損しやす
いという新たな問題を有していた。もちろん、発
泡スチロール12の除去は、発泡スチロール12
を壊して行なわねばならないため、除去作業が困
難であり、かつ発泡スチロール12を再使用でき
ないという上記第4〜6図の従来例と同様の問題
も残つている。
Therefore, in order to omit the mortar application work, the width of the cloth foundation 2' is set slightly larger than the width of the Styrofoam foam 12, as shown in FIGS. 7 and 8, and the Styrofoam 12 is then A proposal has been made to prevent the concave portion 3' after removing the Styrofoam 12 from being exposed to the outdoor side of the fabric foundation 2' by locating it on the outdoor side.
However, in order to save on the amount of concrete used, the width of the cloth foundation cannot be made large, and the width of the cloth foundation transition section 13 corresponding to the recess 3' becomes narrow, and this transition section 13 is likely to be damaged when the Styrofoam 12 is removed. I had a new problem. Of course, removing the Styrofoam 12
The same problem as the conventional example shown in FIGS. 4 to 6 remains, in that the removal work is difficult because the foam 12 must be destroyed, and the foamed polystyrene 12 cannot be reused.

〔考案の目的〕[Purpose of invention]

この考案の目的は、発泡スチロール等のコンク
リート除去ブロツクの取外しを容易に行なえると
ともにそのコンクリート除去ブロツクを再使用す
ることができ、しかも布基礎屋外面のモルタル塗
り作業を省略できて、布基礎渡り部の破損も防止
できるアンカー装置を提供することである。
The purpose of this invention is to make it possible to easily remove concrete removal blocks such as styrofoam, to reuse the concrete removal blocks, and to omit the work of applying mortar on the outdoor surface of the cloth foundation. An object of the present invention is to provide an anchor device that can also prevent damage to the anchor.

〔考案の開示〕[Disclosure of the Invention]

この考案のアンカー装置は、本体に壁パネル連
結用穴を穿孔し本体下面の穴周囲にアンカー脚を
突設したアンカー部材と、高さがアンカー脚より
低く一側面から他側に向けてアンカー脚挿入用直
線溝を切込形成したものでその直線溝に沿つてア
ンカー脚を抜取自在に差込むことにより前記本体
下面の穴を含む領域を被覆して自己の他側面が布
基礎屋内面に位置するように布基礎天端の略中央
から屋内側にかけて埋込配置されるコンクリート
除去ブロツクとを備えたものである。このよう
に、コンクリート除去ブロツクにアンカー脚挿入
用直線溝を設けたため、コンクリート除去ブロツ
クの除去はコンクリート硬化後にアンカー脚挿入
用直線溝に沿つて布基礎屋内面へ抜取るだけで簡
単に行なうことができ、また、コンクリート除去
ブロツクを壊さなくてよいので再使用も可能とな
る。さらに、コンクリート除去ブロツクは、布基
礎天端の略中央から屋内側にかけて配置されるた
め、布基礎渡り部を厚く形成できてその破損を防
止できるとともに、布基礎屋外面のモルタル塗り
作業も省略できる。
The anchor device of this invention consists of an anchor member with a hole for connecting wall panels drilled in the main body and anchor legs protruding around the hole on the bottom surface of the main body, and an anchor member whose height is lower than the anchor legs and extends from one side to the other. A linear groove for insertion is cut into the anchor leg, and by inserting the anchor leg in a removable manner along the linear groove, the area including the hole on the lower surface of the main body is covered, and the other side of the anchor leg is positioned on the indoor surface of the fabric foundation. It is equipped with a concrete removal block that is embedded from approximately the center of the top of the cloth foundation to the indoor side. In this way, since the concrete removal block has a straight groove for inserting anchor legs, the concrete removal block can be easily removed by simply pulling it out to the indoor surface of the fabric foundation along the straight groove for inserting anchor legs after the concrete has hardened. Moreover, since there is no need to destroy the concrete removal block, it can be reused. Furthermore, since the concrete removal block is placed from approximately the center of the top of the cloth foundation to the indoor side, the transition part of the cloth foundation can be made thicker to prevent damage, and the work of applying mortar on the outdoor surface of the cloth foundation can be omitted. .

この考案の一実施例を第9図ないし第11図を
用いて説明する。すなわち、このアンカー装置
は、第9図に示すように、アンカー部材14とコ
ンクリート除去ブロツクである厚幅発泡スチロー
ル15と薄幅発泡スチロール16とで構成する。
アンカー部材14は、金属製平板状本体14aの
中央にボルト挿通縦穴14bを穿孔するととも
に、本体14a下面の縦穴14b周囲にアンカー
脚14cを突設する。
An embodiment of this invention will be described with reference to FIGS. 9 to 11. That is, as shown in FIG. 9, this anchor device is composed of an anchor member 14, a thick polystyrene foam 15 and a thin polystyrene foam 16, which are concrete removal blocks.
The anchor member 14 has a bolt insertion vertical hole 14b formed in the center of a flat metal main body 14a, and anchor legs 14c protruding around the vertical hole 14b on the lower surface of the main body 14a.

厚幅発泡スチロール15は、高さがアンカー脚
14cよりも低く、上面一側に本体嵌合凹部15
aを形成するとともに、一側面15cから他側に
向けてアンカー脚挿入用直線溝15bを形成す
る。この厚幅発泡スチロール15は、第10図お
よび第11図に示すように、布基礎17の幅の略
半分幅をもち、アンカー脚挿入用直線溝15bに
アンカー脚14cを抜取自在に差込むことによ
り、本体14a下面の縦穴14bを含む領域を被
覆する。
The thick styrofoam 15 has a height lower than the anchor legs 14c, and has a main body fitting recess 15 on one side of the upper surface.
a, and a straight groove 15b for inserting an anchor leg is formed from one side 15c toward the other side. As shown in FIGS. 10 and 11, this thick Styrofoam 15 has a width approximately half the width of the cloth foundation 17, and the anchor leg 14c is removably inserted into the straight groove 15b for inserting the anchor leg. , covering the area including the vertical hole 14b on the lower surface of the main body 14a.

薄幅発泡スチロール16は、上面一側に本体嵌
合凹部16aを形成するとともに、一側面16c
から他側に向けてアンカー脚挿入用直線溝16b
を形成し、その幅が上記厚幅発泡スチロール15
の約1/3程度の薄幅に仕上げられる。
The thin Styrofoam 16 has a body fitting recess 16a formed on one side of the upper surface, and a body fitting recess 16a formed on one side 16c.
Anchor leg insertion straight groove 16b toward the other side.
, whose width is the thick styrofoam 15
The width is approximately 1/3 of that of the original.

施工手順は、型枠(図示省略)内にコンクリー
トを流し込んでそのコンクリートが未硬化のうち
に、第10図および第11図に示すように、アン
カー部材14の両側を両発泡スチロール15,1
6で把持した状態でコンクリート内へ押し込む。
この場合、厚幅発泡スチロール15の他側面15
dを布基礎屋内面17aに一致させる。コンクリ
ートが硬化すれば、厚幅発泡スチロール15のみ
直線溝15bに沿つて布基礎17の屋内側へ引き
抜くようにして取外し、第1,2図の場合と同様
の要領で壁パネル(図示省略)をアンカー部材1
4へ縦穴14bを介して連結する。最後に、厚幅
発泡スチロール15を取外して形成した凹部18
に、モルタルを充填して施工を完了する。
The construction procedure is as shown in FIGS. 10 and 11 after pouring concrete into a formwork (not shown) and while the concrete is still uncured.
While holding it in step 6, push it into the concrete.
In this case, the other side 15 of the thick styrofoam 15
d coincides with the interior surface 17a of the cloth foundation. Once the concrete has hardened, remove only the thick Styrofoam 15 by pulling it toward the indoor side of the fabric foundation 17 along the straight groove 15b, and anchor the wall panel (not shown) in the same manner as in Figures 1 and 2. Part 1
4 through a vertical hole 14b. Finally, the recess 18 formed by removing the thick Styrofoam 15
Then, fill with mortar and complete the construction.

このように、厚幅発泡スチロール15にアンカ
ー脚挿入用直線溝15bを設けたため、厚幅発泡
スチロール15の除去は、コンクリート硬化後に
厚幅発泡スチロール15を直線溝15bに沿つて
抜き取るだけで簡単に行なうことができ、また、
厚幅発泡スチロール15を壊さずに抜取れるので
再使用も可能となる。さらに、両発泡スチロール
15,16を布基礎17の屋内側に埋設したた
め、アンカー部材14の屋外側にコンクリートの
渡り部19を形成できて、布基礎屋外面17bの
モルタル仕上げ作業を省略できる。しかも、薄幅
発泡スチロール16の幅を薄く設定したため、渡
り部19の幅を厚くすることができ、渡り部19
の強度を増してその破損も防止できる。なお、薄
幅発泡スチロール16は布基礎17内に取り残さ
れることになるが、その幅が布基礎17の幅に比
べて極めて薄いため、布基礎強度上の問題は生じ
ない。もつとも、薄幅発泡スチロール16は必ず
しも必要なものではなく、省略してもよい。
As described above, since the straight grooves 15b for inserting anchor legs are provided in the thick styrene foam 15, the thick styrene foam 15 can be easily removed by simply pulling out the thick styrene foam 15 along the straight grooves 15b after the concrete has hardened. I can do it, and also.
Since the thick styrofoam 15 can be removed without breaking it, it can be reused. Further, since both the polystyrene foam 15 and 16 are buried on the indoor side of the cloth foundation 17, a concrete transition portion 19 can be formed on the outdoor side of the anchor member 14, and mortar finishing work on the outdoor surface 17b of the cloth foundation can be omitted. Moreover, since the width of the thin styrofoam 16 is set thin, the width of the transition portion 19 can be increased, and the width of the transition portion 19 can be increased.
This increases the strength of the material and prevents it from being damaged. Although the thin Styrofoam 16 will be left behind in the cloth foundation 17, since its width is extremely thin compared to the width of the cloth foundation 17, no problem will arise in terms of the strength of the cloth foundation. However, the thin styrofoam 16 is not necessarily necessary and may be omitted.

なお、上記実施例では、コンクリート除去ブロ
ツクとして発泡スチロールを用いたが、材質は特
に限定するものではない。
In the above embodiment, foamed polystyrene was used as the concrete removal block, but the material is not particularly limited.

〔考案の効果〕[Effect of idea]

この考案のアンカー装置によれば、コンクリー
ト除去ブロツクの取外しを容易に行なえるととも
にそのコンクリート除去ブロツクを再使用するこ
ともでき、しかも布基礎屋外面のモルタル塗り作
業を省略できて、布基礎渡り部の破損も防止でき
るという効果がある。
According to the anchor device of this invention, the concrete removal block can be easily removed and the concrete removal block can be reused, and the work of applying mortar on the outdoor surface of the cloth foundation can be omitted, and the work of applying mortar to the outside surface of the cloth foundation can be removed. This has the effect of preventing damage to the

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

第1図は従来例の分解斜視図、第2図はその組
立断面図、第3図はアンカー部材の埋込作業途中
を示す斜視図、第4図は埋込後の平面図、第5図
および第6図はその断面図、第7図は提案例の平
面図、第8図はその断面図、第9図はこの考案の
一実施例の斜視図、第10図はそれを布基礎へ埋
込んだ平面図、第11図はその断面図である。 14……アンカー部材、14a……本体、14
b……縦穴、14c……アンカー脚、15……厚
幅発泡スチロール(コンクリート除去ブロツク)、
15b……アンカー脚挿入用直線溝、15c……
一側面、15d……他側面、17……布基礎。
Fig. 1 is an exploded perspective view of the conventional example, Fig. 2 is an assembled sectional view thereof, Fig. 3 is a perspective view showing the anchor member in the middle of embedding work, Fig. 4 is a plan view after embedding, and Fig. 5 6 is a sectional view thereof, FIG. 7 is a plan view of the proposed example, FIG. 8 is a sectional view thereof, FIG. 9 is a perspective view of an embodiment of this invention, and FIG. 10 is a plan view of the proposed example. The embedded plan view and FIG. 11 are its cross-sectional views. 14... Anchor member, 14a... Main body, 14
b... vertical hole, 14c... anchor leg, 15... thick styrofoam (concrete removal block),
15b... Straight groove for anchor leg insertion, 15c...
One side, 15d...other side, 17...cloth foundation.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 本体に壁パネル連結用穴を穿孔し本体下面の穴
周囲にアンカー脚を突設したアンカー部材と、高
さがアンカー脚より低く一側面から他側に向けて
アンカー脚挿入用直線溝を切込形成したものでそ
の直線溝に沿つてアンカー脚を抜取自在に差込む
ことにより前記本体下面の穴を含む領域を被覆し
て自己の他側面が布基礎屋内面に位置するように
布基礎天端の略中央から屋内側にかけて埋込配置
されるコンクリート除去ブロツクとを備えたアン
カー装置。
An anchor member with holes drilled in the main body for connecting wall panels and anchor legs protruding around the holes on the bottom of the main body, and a straight groove for inserting the anchor legs cut from one side to the other, which is lower in height than the anchor legs. By inserting the anchor leg removably along the straight groove, the area including the hole on the lower surface of the main body is covered, and the top end of the cloth foundation is positioned so that the other side of the main body is located on the indoor surface of the cloth foundation. An anchor device equipped with a concrete removal block that is embedded from approximately the center to the indoor side.
JP20262782U 1982-12-27 1982-12-27 Anchor device Granted JPS59102707U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20262782U JPS59102707U (en) 1982-12-27 1982-12-27 Anchor device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20262782U JPS59102707U (en) 1982-12-27 1982-12-27 Anchor device

Publications (2)

Publication Number Publication Date
JPS59102707U JPS59102707U (en) 1984-07-11
JPS6328733Y2 true JPS6328733Y2 (en) 1988-08-02

Family

ID=30428093

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20262782U Granted JPS59102707U (en) 1982-12-27 1982-12-27 Anchor device

Country Status (1)

Country Link
JP (1) JPS59102707U (en)

Also Published As

Publication number Publication date
JPS59102707U (en) 1984-07-11

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