JPH0222412Y2 - - Google Patents

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Publication number
JPH0222412Y2
JPH0222412Y2 JP1983038341U JP3834183U JPH0222412Y2 JP H0222412 Y2 JPH0222412 Y2 JP H0222412Y2 JP 1983038341 U JP1983038341 U JP 1983038341U JP 3834183 U JP3834183 U JP 3834183U JP H0222412 Y2 JPH0222412 Y2 JP H0222412Y2
Authority
JP
Japan
Prior art keywords
reinforcing bars
arm
alc
embedded
fixing
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
JP1983038341U
Other languages
Japanese (ja)
Other versions
JPS59146421U (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 JP3834183U priority Critical patent/JPS59146421U/en
Publication of JPS59146421U publication Critical patent/JPS59146421U/en
Application granted granted Critical
Publication of JPH0222412Y2 publication Critical patent/JPH0222412Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は軽量気泡コンクリートパネルの改良に
関し、建物の構造躯体等への取付けのための金具
を埋め込んだものである。
[Detailed Description of the Invention] The present invention relates to an improvement of a lightweight aerated concrete panel in which metal fittings are embedded for attachment to the structural framework of a building, etc.

従来、軽量気泡コンクリートパネルを建物の構
造躯体等に取付ける場合の取付構造としては、例
えば第1図aに示すように、軽量気泡コンクリー
トパネル(以下、ACC板とする)1に形成した
段付の陥設穴1aに、L字形に成形され一端部が
建物の構造躯体2に係止された取付金具3の他端
部を挿通し、陥設穴1a内にて座金4およびナツ
ト5で締付けて固定したのち、陥設穴1aにモル
タル等の補修材を充填するものがある。
Conventionally, as a mounting structure for attaching a lightweight aerated concrete panel to the structural frame of a building, etc., for example, as shown in Fig. The other end of the mounting bracket 3, which is formed into an L-shape and has one end locked to the structural frame 2 of the building, is inserted into the recessed hole 1a, and is tightened with a washer 4 and a nut 5 inside the recessed hole 1a. After fixing, there is a method in which the depressed hole 1a is filled with a repair material such as mortar.

この取付構造では、比較的強度の小さいALC
板1に直接取付金具3の端部を固定するので、矢
印方向の外力Fが作用した場合には取付金具3周
囲のコンクリートが破壊され易い欠点があると共
に取付金具3固定用の陥設穴1aの跡がALC板
1表面に残り、亀裂や漏水の原因となつている。
With this mounting structure, the ALC, which has relatively low strength,
Since the end of the mounting bracket 3 is directly fixed to the plate 1, there is a drawback that the concrete around the mounting bracket 3 is easily destroyed when an external force F in the direction of the arrow is applied, and there is also a depression hole 1a for fixing the mounting bracket 3. Traces remain on the surface of ALC board 1, causing cracks and water leakage.

また、第1図bに示すような取付構造では、
ALC板1を補強するため埋設されている鉄筋6
に予め長いナツト等の固定金具7を溶接してお
き、建物の構造躯体2から挿通したボルト8を固
定金具7にねじ込んで固定する。
Furthermore, in the mounting structure shown in Fig. 1b,
Reinforcement bars 6 buried to reinforce ALC board 1
A fixing metal fitting 7 such as a long nut is welded to the housing in advance, and a bolt 8 inserted from the structural frame 2 of the building is screwed into the fixing metal fitting 7 and fixed.

この取付構造では固定金具7を鉄筋6に直接溶
接する必要があり、ALC板1の製造作業が煩雑
となり省力化を阻害する主因となつている。ま
た、取付部分の剛性が小さいので矢印で示す外力
Fが作用した場合、局部破壊を生じる恐れもあ
る。
In this mounting structure, it is necessary to directly weld the fixing fittings 7 to the reinforcing bars 6, which complicates the manufacturing work of the ALC board 1 and is the main cause of hindering labor-saving. Furthermore, since the rigidity of the mounting portion is low, there is a risk of local destruction when external force F shown by the arrow is applied.

本考案はかかる従来の欠点を解消し、取付強度
が高くしかも製造が能率良くできると共に多量生
産にも適した軽量気泡コンクリートパネルの提供
を目的とする。かかる目的を達成するために、本
考案は、補強用の鉄筋と、該鉄筋に係止される埋
込金具とを内蔵させてなるALCパネルにおいて、
該ALCパネルを建物の構造躯体に固定するため
の固定用ボルトが螺入される固定部と、該固定部
から外方に延びる複数本のアームとをもつて前記
埋込金具を構成し、前記アームの先端部を前記鉄
筋に係止させるとともに前記鉄筋に段力を生起さ
せて前記埋込金具を鉄筋に固定するという手段を
採る。
The object of the present invention is to eliminate such conventional drawbacks and provide a lightweight cellular concrete panel that has high installation strength, can be manufactured efficiently, and is suitable for mass production. In order to achieve this purpose, the present invention provides an ALC panel that incorporates reinforcing reinforcing bars and embedded metal fittings that are locked to the reinforcing bars.
The embedded fitting has a fixing part into which a fixing bolt for fixing the ALC panel to the structural frame of a building is screwed, and a plurality of arms extending outward from the fixing part, and A method is adopted in which the distal end of the arm is locked to the reinforcing bar and a stepped force is generated in the reinforcing bar to fix the embedded metal fitting to the reinforcing bar.

以下、図面に示す実施例を参照して本考案を詳
細に説明する。
Hereinafter, the present invention will be described in detail with reference to embodiments shown in the drawings.

本考案の軽量気泡コンクリートパネル(以下、
ALC板とする)10は、第2図にその一部を破
断した斜視外観を示すように、横筋11および縦
筋12でなり籠状とされた鉄筋が内蔵されて補強
がなされていると共に、これら鉄筋11,12を
利用して埋込金具13が取付けられて内蔵された
ものである。
The lightweight aerated concrete panel of this invention (hereinafter referred to as
The ALC board) 10 is reinforced with cage-like reinforcing bars made up of horizontal reinforcements 11 and vertical reinforcements 12, as shown in FIG. An embedded fitting 13 is attached and built in using these reinforcing bars 11 and 12.

この埋込金具13は本質的には、第3図a,b
〜第5図に示すように、ALCパネル10を建物
の構造躯体17に固定するための固定用ボルト1
9が螺入される固定部、例えば長ナツト15と、
該長ナツト15から外方かつ四方に延びるる複数
本、例えば4本のアーム14とから構成されてい
る。
This embedded metal fitting 13 is essentially as shown in FIGS.
- As shown in FIG. 5, fixing bolts 1 for fixing the ALC panel 10 to the structural frame 17 of the building
9 is screwed into the fixing part, for example, a long nut 15;
It is composed of a plurality of arms 14, for example four arms, extending outward and in all directions from the long nut 15.

また、アーム14の先端部には切欠き16が形
成されており、その切欠き16にはその開口側が
幾分拡開するテーパ加工が施されているととも
に、切欠き16の最深部には横筋11の径に相当
する大きさの曲率面が形成され、アーム14を横
筋11に係止可能になつている。
In addition, a notch 16 is formed at the tip of the arm 14, and the notch 16 is tapered so that its opening side widens somewhat, and the deepest part of the notch 16 has a horizontal stripe. A curvature surface having a size corresponding to the diameter of the arm 11 is formed so that the arm 14 can be locked to the horizontal strip 11.

更に、アーム14を横筋11に係止させ前記籠
状の鉄筋をALCパネル10に内蔵させた場合、
長ナツト15の端面(前記アーム14が延びる向
きと反対側の端面)がALCパネル10の裏面か
らわずか内方側に位置するように、前記アーム1
4の長さ及び長ナツト15に対する溶接位置等が
決定されている。
Furthermore, when the arm 14 is locked to the horizontal reinforcement 11 and the cage-shaped reinforcement is built into the ALC panel 10,
The arm 1 is arranged so that the end surface of the long nut 15 (the end surface on the opposite side to the direction in which the arm 14 extends) is located slightly inward from the back surface of the ALC panel 10.
4 and the welding position relative to the long nut 15 have been determined.

前記アーム14の長さの決定に当たつては、第
4図に示すように、アーム11を相隣接する2本
の横筋11に2本ずつ同時に係止させたとき、2
本の横筋11に弾力を生起させることができる程
度に前記アーム14の長さを決める。すなわち、
埋込金具13をその長ナツト15の長手方向から
投影させたとき、アーム14の切欠き16の位置
が横筋11の中心線(図示なし)上にこないよう
な長さのアーム14にする。
In determining the length of the arm 14, as shown in FIG.
The length of the arm 14 is determined to such an extent that elasticity can be generated in the transverse striations 11 of the book. That is,
The length of the arm 14 is such that the position of the notch 16 of the arm 14 is not on the center line (not shown) of the horizontal strip 11 when the embedded metal fitting 13 is projected from the longitudinal direction of the long nut 15.

前記埋込金具13をALCパネル10に内蔵さ
せるには、前記籠状の鉄筋を型枠(図示なし)に
セツトした後、第2図及び第4図に示すように隣
接する2本の横筋11の略中央部を外方に若干押
し拡げてアーム14を横筋11に係止させる。す
ると、前記横筋11に弾力を生起し、2本の横筋
11が埋込金具13を挟持するようになる。その
結果、アーム14が横筋11から固定される。
In order to incorporate the embedded metal fittings 13 into the ALC panel 10, after setting the cage-shaped reinforcing bars in a formwork (not shown), two adjacent horizontal bars 11 are inserted as shown in FIGS. 2 and 4. The approximately central portion of the arm 14 is pushed outward slightly to lock the arm 14 to the horizontal strip 11. Then, elasticity is generated in the horizontal stripes 11, and the two horizontal stripes 11 come to sandwich the embedded metal fitting 13. As a result, the arm 14 is fixed from the transverse reinforcement 11.

最後に、周知の方法及び装置により前記型枠に
ALC原料を打設する等の工程を経ると第2図に
示すようなALCパネルとなる。
Finally, the formwork is molded using well-known methods and equipment.
After going through processes such as pouring the ALC raw material, an ALC panel like the one shown in Figure 2 will be obtained.

次に、埋込金具13が内蔵されたALC板10
の建物の構造躯体等への取付けは、第5図に示す
ように、建物の構造躯体17に取付補助金具18
の一端部を取付けると共に他端部に固定用のボル
ト19を挿通して埋込金具13の長ナツト15に
ねじ込んで固定する。
Next, the ALC board 10 with the embedded metal fittings 13 built in
For installation to the structural frame of a building, etc., as shown in FIG.
One end is attached, and a fixing bolt 19 is inserted into the other end and screwed into the long nut 15 of the embedded fitting 13 to fix it.

このようなALC板10とすることで、ALC板
製造時における振動や発泡抵抗に対し充分なる支
持力で埋込金具13が鉄筋に係止されているので
取付位置を正確に保持することができ、建物等へ
の取付けも正確かつ簡単に行える。また、埋込金
具13は、あらかじめプレス加工等でアーム14
を成形すると共に長ナツト15に溶接することで
製作でき、ALC板への取付けには、従来のよう
に鉄筋に直接溶接する必要もなく、アーム14の
切欠き16に鉄筋を挿着するだけで良く取付け時
の省略化ぜできると共に多量生産にも適する。さ
らに、埋込金具13の鉄筋への取付箇所が4ケ所
であることからALC板10に作用する外力は
ALC板10全体に分散され局部的に力が作用せ
ず各部の破損を防止できる。また、埋込金具13
はすべてALC板10成形時に補強用の鉄筋11,
12と共に内蔵されるのでALC板10の表面に
座掘り跡が残つたり亀裂が生じたり漏水のおそれ
もない。
With such an ALC board 10, the embedded metal fittings 13 are secured to the reinforcing bars with sufficient support force to withstand vibration and foaming resistance during ALC board manufacturing, making it possible to accurately maintain the mounting position. , installation on buildings etc. can be done accurately and easily. In addition, the embedded metal fitting 13 can be attached to the arm 14 by press processing or the like in advance.
It can be manufactured by molding and welding it to a long nut 15, and when attaching it to the ALC board, there is no need to directly weld it to the reinforcing bar as in the past, just by inserting the reinforcing bar into the notch 16 of the arm 14. It can be easily omitted during installation and is also suitable for mass production. Furthermore, since the embedded fittings 13 are attached to the reinforcing bars at four locations, the external force acting on the ALC board 10 is
Since the force is distributed over the entire ALC board 10, no force is applied locally, thereby preventing damage to each part. In addition, the embedded metal fitting 13
are all reinforced reinforcing bars 11 when forming the ALC plate 10,
Since it is built in together with the ALC board 12, there is no risk of spot digging marks remaining on the surface of the ALC board 10, cracks, or water leakage.

尚、上記実施例ではアームを4本とし補強用の
横筋に取付ける場合について説明したが、アーム
をさらに増すことも可能であると共に横筋以外の
鉄筋に取付けるようにしても良い。
In the above embodiment, a case has been described in which four arms are attached to reinforcing horizontal reinforcements, but it is also possible to increase the number of arms, and the arms may be attached to reinforcing bars other than the horizontal reinforcements.

以上、実施例とともに具体的に説明したように
本考案によれば、埋込金具を補強用の鉄筋にその
弾力を利用して取付けたのちALC板が成形して
あるので、ALC板の取付強度が高く止水性も優
れている。また、ALC板成形の際、鉄筋に埋込
金具をワンタツチで挿着固定できるので、溶接の
必要がなく取付作業の省力化ができると共に
ALC板成形後は何んら加工を必要とせずALC板
のコスト低減がはかれ多量生産にも適している。
As explained above in detail with the embodiments, according to the present invention, the ALC plate is formed after the embedded metal fittings are attached to reinforcing reinforcing bars by utilizing their elasticity, so the mounting strength of the ALC plate is increased. It has high water resistance and excellent water stopping properties. In addition, when forming ALC plates, the embedded metal fittings can be inserted and fixed into the reinforcing bars with one touch, so there is no need for welding, which saves labor during installation work.
After forming the ALC board, no processing is required, reducing the cost of the ALC board and making it suitable for mass production.

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

第1図a,bはそれぞれ従来の軽量気泡コンク
リートパネルの取付構造の説明図、第2図〜第5
図は本考案の軽量気泡コンクリートパネルの一実
施例にかかり、第2図は一部を破断した外観斜視
図、第3図a,bは埋込金具の正面図および平面
図、第4図は埋込金具の取付状態の説明図、第5
図は建物等への取付状態を示す断面図である。 図面中、10はALC板、11,12は鉄筋、
13は埋込金具、14はアーム、15は長ナツ
ト、16は切欠き、17は建物の構造躯体、18
は取付補助金具、19は固定用のボルトである。
Figures 1a and 5 are explanatory diagrams of the mounting structure of conventional lightweight aerated concrete panels, respectively, and Figures 2 to 5
The figures show one embodiment of the lightweight aerated concrete panel of the present invention, Fig. 2 is a partially cutaway external perspective view, Fig. 3 a and b are a front view and plan view of the embedded fittings, and Fig. 4 is a Explanatory diagram of the installation state of the embedded metal fittings, No. 5
The figure is a sectional view showing how it is attached to a building or the like. In the drawing, 10 is an ALC board, 11 and 12 are reinforcing bars,
13 is an embedded metal fitting, 14 is an arm, 15 is a long nut, 16 is a notch, 17 is a structural frame of a building, 18
19 is a mounting aid, and 19 is a fixing bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 補強用の鉄筋11,12と、該鉄筋に係止され
る埋込金具13とを内蔵させてなる軽量気泡コン
クリートパネル10において、該軽量気泡コンク
リートパネルを建物の構造躯体17に固定するた
めの固定用ボルト19が螺入される固定部15と、
その固定部から延びる複数本のアーム14とをも
つて前記埋込金具13を構成し、前記アーム14
の先端部を前記鉄筋11,12に係止させるとと
もに前記鉄筋11,12に弾力を生起させて前記
埋込金具13を前記鉄筋11,12に固定してな
る軽量気泡コンクリートパネル。
In a lightweight cellular concrete panel 10 that incorporates reinforcing reinforcing bars 11 and 12 and embedded fittings 13 that are locked to the reinforcing bars, fixing for fixing the lightweight cellular concrete panel to the structural frame 17 of a building. a fixing part 15 into which a bolt 19 is screwed;
The embedded fitting 13 includes a plurality of arms 14 extending from the fixed portion thereof, and the arm 14
A lightweight aerated concrete panel in which the embedded metal fittings 13 are fixed to the reinforcing bars 11, 12 by locking the tip ends thereof to the reinforcing bars 11, 12 and causing elasticity in the reinforcing bars 11, 12.
JP3834183U 1983-03-18 1983-03-18 lightweight cellular concrete panels Granted JPS59146421U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3834183U JPS59146421U (en) 1983-03-18 1983-03-18 lightweight cellular concrete panels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3834183U JPS59146421U (en) 1983-03-18 1983-03-18 lightweight cellular concrete panels

Publications (2)

Publication Number Publication Date
JPS59146421U JPS59146421U (en) 1984-09-29
JPH0222412Y2 true JPH0222412Y2 (en) 1990-06-18

Family

ID=30169012

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3834183U Granted JPS59146421U (en) 1983-03-18 1983-03-18 lightweight cellular concrete panels

Country Status (1)

Country Link
JP (1) JPS59146421U (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0613943Y2 (en) * 1986-02-04 1994-04-13 鹿島建設株式会社 Outer wall material
JPH0633644B2 (en) * 1987-03-02 1994-05-02 小野田エー・エル・シー株式会社 Lightweight air bubble concrete panel
JP2521263Y2 (en) * 1990-09-11 1996-12-25 日工開発 株式会社 Thin and lightweight cellular concrete panel
JP5355272B2 (en) * 2009-07-24 2013-11-27 クリオン株式会社 Anchor bracket for ALC panel and ALC panel

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5548917B2 (en) * 1974-08-29 1980-12-09

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5814733Y2 (en) * 1978-09-27 1983-03-24 旭化成株式会社 ALC panel with embedded metal fittings

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5548917B2 (en) * 1974-08-29 1980-12-09

Also Published As

Publication number Publication date
JPS59146421U (en) 1984-09-29

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