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JPS6344485Y2 - - Google Patents

Info

Publication number
JPS6344485Y2
JPS6344485Y2 JP18776382U JP18776382U JPS6344485Y2 JP S6344485 Y2 JPS6344485 Y2 JP S6344485Y2 JP 18776382 U JP18776382 U JP 18776382U JP 18776382 U JP18776382 U JP 18776382U JP S6344485 Y2 JPS6344485 Y2 JP S6344485Y2
Authority
JP
Japan
Prior art keywords
insertion part
groove
connecting anchor
stone plate
stone
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
JP18776382U
Other languages
Japanese (ja)
Other versions
JPS5992105U (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 JP18776382U priority Critical patent/JPS5992105U/en
Publication of JPS5992105U publication Critical patent/JPS5992105U/en
Application granted granted Critical
Publication of JPS6344485Y2 publication Critical patent/JPS6344485Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Finishing Walls (AREA)
  • Panels For Use In Building Construction (AREA)
  • Laminated Bodies (AREA)

Description

【考案の詳細な説明】 本考案は、PC石板の側部に埋め込んで石板と
コンクリート板とを連結するためのPC石板に於
ける連結用アンカーに関するものである。
[Detailed Description of the Invention] The present invention relates to a connecting anchor in a PC stone slab, which is embedded in the side of the PC stone slab to connect the stone slab and a concrete slab.

建築物の外壁面を装飾するために用いられる
PC石板は、石板とコンクリート板とを連結用ア
ンカーにより連結して一体にしたものであり、
PC石板の中央部は連結用アンカーにより強固に
一体に連結してあると共に、両側部は、第5図に
示されるように鋼線等を〓形に折曲した連結用ア
ンカー11を用いて連結していた。即ち、連結用
アンカー11の溝挿入部11aを、石板Sの側面
Saに設けられた溝12に挿入すると共に、孔挿
入部11bを前記溝挿入部11aの形成端に穿設
された孔13に挿入し、埋設部11cをコンクリ
ート板K内に埋設して石板Sとコンクリート板K
との側部を連結していた。
Used to decorate the exterior walls of buildings
PC stone slabs are made by connecting stone slabs and concrete slabs together using connecting anchors.
The central part of the PC stone slab is firmly connected together with a connecting anchor, and the both sides are connected using connecting anchors 11 made of steel wire or the like bent into a square shape, as shown in Fig. 5. Was. That is, the groove insertion portion 11a of the connecting anchor 11 is inserted into the side surface of the stone plate S.
At the same time, the hole insertion part 11b is inserted into the hole 13 bored at the formed end of the groove insertion part 11a, and the buried part 11c is buried in the concrete plate K. and concrete plate K
The sides were connected.

しかし、上記の連結用アンカー11は、その孔
挿入部11bが単に石板Sの側面に穿設された孔
13に挿入してあるのみで石坂Sには固定されて
いないので、石板Sの裏面Sbにコンクリートを
打設する際に連結用アンカー11が移動する恐れ
があると共に、石板Sとコンクリート板Kとの連
結強度が小さい等の欠点があつた。
However, the above-mentioned connecting anchor 11 has its hole insertion portion 11b simply inserted into the hole 13 drilled in the side surface of the stone plate S, and is not fixed to the stone slope S. There were drawbacks such as the possibility that the connecting anchor 11 would move when pouring concrete, and the strength of the connection between the stone slab S and the concrete slab K was low.

本考案に係る連結用アンカーは、上記不具合に
鑑みてなされたもので、その要旨は、鋼線等の線
材を〓形に折曲することにより、連結用アンカー
を石板の側部に、アンカ自体の弾性変形による復
元力を利用して固定すると共に、コンクリート板
内におけるコンクリートとの接触面積を大きくし
て連結強度を増大させることであり、以下実施例
を添附図面を参照にして詳細に説明する。
The connecting anchor according to the present invention was created in view of the above problems, and its gist is that the connecting anchor is attached to the side of the stone slab by bending a wire such as a steel wire into a square shape. This method uses the restoring force caused by the elastic deformation of the concrete plate to fix it, and increases the connection strength by increasing the contact area with the concrete within the concrete plate.Examples will be explained in detail below with reference to the attached drawings. .

第1図に示される連結用アンカー1は、鋼線等
の線材で形成されており、直線状の溝挿入部1a
の一端がほぼ直角に折曲されて孔挿入部1bとな
つており、溝挿入部1aの他端が前記孔挿入部1
bと同方向にほぼ直角に折曲されていると共に、
その中央部が内側に大きくわん曲されてほぼ〓形
の弾接部1cとなつており、全体形状がほぼ〓形
となつたものである。
The connecting anchor 1 shown in FIG. 1 is made of a wire rod such as a steel wire, and has a linear groove insertion portion 1a.
One end is bent at a substantially right angle to form a hole insertion portion 1b, and the other end of the groove insertion portion 1a is bent at a substantially right angle.
It is bent at an almost right angle in the same direction as b, and
The center part is largely curved inward to form a nearly square-shaped elastic contact portion 1c, and the overall shape is approximately square.

一方、第2図に示されるように、石板Sの側面
Saには、一定の間隔をおいて数本の溝2が水平
に形成されており、溝2の形成端に孔3が側面
Saに垂直に穿設されている。
On the other hand, as shown in FIG.
In Sa, several grooves 2 are formed horizontally at regular intervals, and a hole 3 is formed on the side of the formed end of the groove 2.
It is perforated perpendicularly to Sa.

そして、第2図に示されるように、石板Sの側
面Saに設けられた溝2および孔3にそれぞれ連
結用アンカー1の溝挿入部1aおよび孔挿入部1
bを挿入すると共に、弾接部1cの先端部を石板
Sの裏面Sbに弾接させると、弾接部1cが弾性
変形してその復元力により、連結用アンカー1が
石板Sの側部に固定される。次に、型枠4の底部
4aに、裏面Sbを上方にして石板Sを設置し、
石板Sの裏面Sbの中央部に別の連結用アンカー
(図示せず)を固定すると共に、適宜の配筋を施
し、次いで型枠4内にコンクリートを打設して養
生硬化後に型枠4を取り外すると、石板Sの裏面
Sbに、別の連結用アンカー(図示せず)および
前記連結用アンカー1を介ししてコンクリート板
Kが一体に連結されたPC石板が製造される。こ
こで、連結用アンカー1は、弾性変形による復元
力により石板Sの側部に固定されているので、コ
ンクリートの打設時に移動することはない。
As shown in FIG. 2, the groove insertion part 1a and the hole insertion part 1 of the connecting anchor 1 are inserted into the groove 2 and hole 3 provided in the side surface Sa of the stone plate S, respectively.
b and at the same time, when the tip of the elastic contact part 1c is brought into elastic contact with the back surface Sb of the stone plate S, the elastic contact part 1c is elastically deformed and its restoring force causes the connecting anchor 1 to come into contact with the side of the stone plate S. Fixed. Next, a stone plate S is installed on the bottom 4a of the formwork 4 with the back side Sb facing upward,
Another connecting anchor (not shown) is fixed to the center of the back surface Sb of the stone slab S, and appropriate reinforcement is placed.Concrete is poured into the formwork 4, and after curing and hardening, the formwork 4 is When removed, the back side of the stone plate S
A PC stone plate is manufactured in which a concrete plate K is integrally connected to Sb via another connecting anchor (not shown) and the connecting anchor 1. Here, since the connecting anchor 1 is fixed to the side of the stone slab S by the restoring force due to elastic deformation, it does not move during concrete pouring.

又、第3図および第4図に他の実施例の連結用
アンカー1′,1″が示されており、連結用アンカ
ー1′は、直線状の溝挿入部1′aの一端がほぼ直
角に折曲されて溝挿入部1′bとなつており、溝
挿入部1′aの他端が前記溝挿入部1′bと同方向
に鋭角状に折曲されていると共に、その中央部が
大きく内側にわん曲されてほぼ⊃形の弾接部1′
cとなつている構成のものである。一方、連結用
アンカー1″は、直線状の溝挿入部1″aの一端が
ほぼ直角に折曲されて孔挿入部1″bとなつてお
り、溝挿入部1″aの他端が前記孔挿入部1″bと
同方向に鈍角状に折曲されていると共に、その中
央部が大きく内側にわん曲されてほぼ〓形の弾接
部1″cとなつている構成のものであり、いずれ
の実施例においても、前記実施例の連結用アンカ
ー1と同様に、弾接部1′c,1″cの弾性変形に
よる復元力により石板Sの側部に固定される。
Further, FIGS. 3 and 4 show connecting anchors 1', 1'' of other embodiments, and the connecting anchor 1' has a linear groove insertion portion 1'a with one end at a substantially right angle. The other end of the groove insertion part 1'a is bent at an acute angle in the same direction as the groove insertion part 1'b, and the center part is largely curved inward to form an almost ⊃-shaped elastic contact part 1'
It has a configuration as shown in c. On the other hand, in the connecting anchor 1'', one end of the linear groove insertion portion 1''a is bent at a substantially right angle to form a hole insertion portion 1''b, and the other end of the groove insertion portion 1''a is bent at a substantially right angle. It is bent at an obtuse angle in the same direction as the hole insertion part 1''b, and its central part is largely curved inward to form a substantially square-shaped elastic contact part 1''c. In any of the embodiments, similarly to the connection anchor 1 of the previous embodiment, it is fixed to the side of the stone plate S by the restoring force caused by the elastic deformation of the elastic contact parts 1'c, 1''c.

このように、本考案に係る連結用アンカーは、
アンカーの弾接部の弾性変形に起因する復元力に
より石板の側部に固定されているので、石板の裏
面にコンクリートを打設する際に連結用アンカー
が移動することがなく、又建築物外壁面に取り付
けた場合には、弾性変形に起因する復元力により
石板の側部に固定された多数の連結用アンカーが
振動或るいは、温度変化による石板とコンクリー
ト板とのひずみ差を効果的に吸収するので、PC
石板の両側部における石板とコンクリート板との
剥離を効果的に防止できる。
In this way, the connecting anchor according to the present invention is
Since it is fixed to the side of the stone slab by the restoring force caused by the elastic deformation of the elastic contact part of the anchor, the connecting anchor will not move when pouring concrete on the back of the stone slab, and it will not move outside the building. When installed on a wall, a large number of connecting anchors fixed to the side of the stone slab will effectively compensate for the strain difference between the stone slab and the concrete slab due to vibration or temperature changes due to the restoring force caused by elastic deformation. Because it absorbs, PC
Peeling between the stone plate and the concrete plate on both sides of the stone plate can be effectively prevented.

又、コンクリート板内における連結用アンカー
とコンクリートとの接触面積が大きいので、連結
強度が増大する。
Furthermore, since the contact area between the connecting anchor and the concrete within the concrete plate is large, the connection strength is increased.

更に、連結用アンカーの弾接部を石板の裏面に
弾接させて石板に固定するので、石板の厚さの相
違に対しても自在に対処することができる。
Further, since the elastic contact portion of the connecting anchor is fixed to the stone plate by making elastic contact with the back surface of the stone plate, it is possible to freely deal with differences in the thickness of the stone plate.

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

第1図は、本考案の一実施例の連結用アンカー
の正面図、第2図は、連結用アンカー1により石
板Sとコンクリート板Kとを連結した状態の断面
図、第3図および第4図は、それぞれ本考案の他
の実施例の連結用アンカー1′,1″の正面図、第
5図は、従来の連結用アンカー11により石板S
とコンクリート板Kとを連結した状態の断面図で
ある。 主要部分の符号の説明、1……連結用アンカ
ー、1a……連結用アンカーの溝挿入部、1b…
…連結用アンカーの孔挿入部、1c……連結用ア
ンカーの弾接部、2……溝、3……孔、S……石
板、Sa……石板の側面、Sb……石板の裏面、K
……コンクリート板。
FIG. 1 is a front view of a connecting anchor according to an embodiment of the present invention, FIG. 2 is a cross-sectional view of a stone plate S and a concrete plate K connected by a connecting anchor 1, and FIGS. The figures are front views of connecting anchors 1' and 1'' according to other embodiments of the present invention, and FIG.
FIG. 3 is a cross-sectional view of the concrete plate K and the concrete plate K connected to each other. Explanation of the symbols of the main parts, 1... Connecting anchor, 1a... Groove insertion part of the connecting anchor, 1b...
...Hole insertion part of the connecting anchor, 1c...Elastic contact part of the connecting anchor, 2...Groove, 3...Hole, S...Stone plate, Sa...Side surface of the stone plate, Sb...Back side of the stone plate, K
...Concrete board.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鋼線等の線材で構成された直線状の溝挿入部1
aの一端をほぼ直角に折曲して直線状の孔挿入部
1bを設け、溝挿入部1aの他端を前記孔挿入部
1bと同方向に折曲すると共に、その中央部を大
きく内側にわん曲させてほぼ⊃形の弾接部1cを
設けることにより全体形状をほぼ〓形にした連結
用アンカー1を形成し、石板Sの側面Saに設け
た溝2並びに該溝2の形成端に穿設した孔3に、
それぞれ連結用アンカー1の溝挿入部1a並びに
孔挿入部1bを挿入すると共に、石板Sの裏面
Sbに弾接部1cを弾接させ、該弾接部1cの弾
性変形による復元力により連結用アンカー1を石
板Sの側部に固定することを特徴とするPC石板
に於ける連結用アンカー。
Straight groove insertion part 1 made of wire such as steel wire
A straight hole insertion part 1b is provided by bending one end of the groove insertion part 1a at a substantially right angle, and the other end of the groove insertion part 1a is bent in the same direction as the hole insertion part 1b, and the center part is bent largely inward. A connecting anchor 1 whose overall shape is approximately ⊃ is formed by providing a curved and approximately ⊃-shaped resilient contact portion 1c, and a groove 2 provided on the side surface Sa of the stone plate S and the forming end of the groove 2. In the drilled hole 3,
Insert the groove insertion part 1a and hole insertion part 1b of the connection anchor 1, respectively, and insert the back surface of the stone plate S.
A connecting anchor in a PC stone plate, characterized in that an elastic contact part 1c is brought into elastic contact with Sb, and a connecting anchor 1 is fixed to the side of the stone plate S by the restoring force due to elastic deformation of the elastic contact part 1c.
JP18776382U 1982-12-11 1982-12-11 Anchor for connection in PC stone board Granted JPS5992105U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18776382U JPS5992105U (en) 1982-12-11 1982-12-11 Anchor for connection in PC stone board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18776382U JPS5992105U (en) 1982-12-11 1982-12-11 Anchor for connection in PC stone board

Publications (2)

Publication Number Publication Date
JPS5992105U JPS5992105U (en) 1984-06-22
JPS6344485Y2 true JPS6344485Y2 (en) 1988-11-18

Family

ID=30405226

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18776382U Granted JPS5992105U (en) 1982-12-11 1982-12-11 Anchor for connection in PC stone board

Country Status (1)

Country Link
JP (1) JPS5992105U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0424009Y2 (en) * 1986-09-29 1992-06-05
JPH05484Y2 (en) * 1987-06-17 1993-01-08

Also Published As

Publication number Publication date
JPS5992105U (en) 1984-06-22

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