JPH11117430A - Fitting method for lightweight cellular concrete panel - Google Patents

Fitting method for lightweight cellular concrete panel

Info

Publication number
JPH11117430A
JPH11117430A JP29786197A JP29786197A JPH11117430A JP H11117430 A JPH11117430 A JP H11117430A JP 29786197 A JP29786197 A JP 29786197A JP 29786197 A JP29786197 A JP 29786197A JP H11117430 A JPH11117430 A JP H11117430A
Authority
JP
Japan
Prior art keywords
cellular concrete
concrete panel
lightweight cellular
ribs
lath
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.)
Pending
Application number
JP29786197A
Other languages
Japanese (ja)
Inventor
Tadakazu Nakagawa
忠和 中川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NIHON YTONG CO Ltd
Original Assignee
NIHON YTONG CO Ltd
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 by NIHON YTONG CO Ltd filed Critical NIHON YTONG CO Ltd
Priority to JP29786197A priority Critical patent/JPH11117430A/en
Publication of JPH11117430A publication Critical patent/JPH11117430A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PROBLEM TO BE SOLVED: To dispense with an iron plate for connecting bolts by burying a lath having multiple flat plate-like ribs in a lightweight cellular concrete panel, connecting one-end sections of bolts inserted from the back face or surface side of the lightweight cellular concrete panel to the flat plate-like ribs, and connecting the other ends to a structural skeleton for fitting. SOLUTION: A lath 2 having multiple flat plate-like ribs 3 is buried in a lightweight cellular concrete panel 1. Screws 12 are inserted into screw insertion holes 10a formed on one side of piece angles 10 via washers 11, and the screws 12 are screwed to a structural skeleton such as a beam 13 to fix the piece angles 10. Tapping screws 15 are inserted into screw insertion holes 10b formed on the side via washers 14, and tips are screwed into the flat plate-like ribs 3 from the back face 1a of the panel 1 to fix the piece angles 10 to the structural skeleton such as the beam 13. Not only the high-strength lightweight cellular concrete panel 1 can be obtained by the ribs 3, but also an iron plate for connecting bolts is not required, and the panel 1 is easily manufactured.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、軽量気泡コンクリ
ートパネルの取付け方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for mounting a lightweight cellular concrete panel.

【0002】[0002]

【従来の技術】メタルラスまたは鉄筋を埋設して強度を
高めた軽量気泡コンクリートパネルは知られている。そ
して、このような軽量気泡コンクリートパネルは、メタ
ルラスまたは鉄筋に鉄板を溶接等によって予め固着して
おき、その鉄板にボルトを結合して梁等の構造躯体に取
付けられる。したがって、このような軽量気泡コンクリ
ートパネルの取付け方法では、鉄板を必要とし、かつ該
鉄板を固着するための作業が必要となる。
2. Description of the Related Art There is known a lightweight cellular concrete panel in which a metal lath or a reinforcing bar is buried to increase the strength. Then, such a lightweight cellular concrete panel is fixed to a metal lath or a reinforcing bar in advance by welding or the like, and a bolt is connected to the iron plate to be attached to a structural body such as a beam. Therefore, such a method of mounting a lightweight cellular concrete panel requires an iron plate and requires an operation for fixing the iron plate.

【0003】[0003]

【発明が解決しようとする課題】そこで、本発明の目的
は、ボルトを結合させるための鉄板を特別に設けること
なく梁等の構造躯体に取付けることのできる軽量気泡コ
ンクリートパネルの取付け方法を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a method for mounting a lightweight cellular concrete panel which can be mounted on a structural body such as a beam without specially providing an iron plate for connecting bolts. It is in.

【0004】[0004]

【課題を解決するための手段】本発明の軽量気泡コンク
リートパネルの取付け方法では、軽量気泡コンクリート
パネル内に、複数本の平板状リブを有するラスを埋設
し、前記軽量気泡コンクリートパネルの裏面または表面
側からボルトの一端を挿入し、該ボルトの一端を前記平
板状リブに結合させ、前記ボルトの他端を梁等の構造躯
体に連結して前記軽量気泡コンクリートパネルを取付け
る。
In the method for mounting a lightweight cellular concrete panel according to the present invention, a lath having a plurality of flat ribs is buried in the lightweight cellular concrete panel, and a back or front surface of the lightweight cellular concrete panel is provided. One end of the bolt is inserted from the side, one end of the bolt is connected to the flat rib, and the other end of the bolt is connected to a structural body such as a beam, and the lightweight cellular concrete panel is mounted.

【0005】この発明の軽量気泡コンクリートパネルの
取付け方法によれば、ラスのリブを利用し、該リブにパ
ネルを取付けるためのボルトの一端を結合させる。
According to the method for mounting a lightweight cellular concrete panel of the present invention, one end of a bolt for mounting the panel is connected to the rib of the lath.

【0006】[0006]

【発明の実施の形態】図1は、本発明に係る軽量気泡コ
ンクリートパネルの取付け方法の一実施の形態を示して
いる。図示した軽量気泡コンクリートパネル1では、ラ
ス2が埋設されている。このラス2は、複数本の平板状
リブ3を有している。そして、このラス2はリブラスと
同様に鋼板の複数箇所に帯状の平板部を残して全体にメ
ッシュ寸法に応じた切れ目を入れ、その鋼板の両端部を
引き延ばすことによって形成される。
FIG. 1 shows one embodiment of a method for mounting a lightweight cellular concrete panel according to the present invention. In the illustrated lightweight cellular concrete panel 1, a lath 2 is embedded. The lath 2 has a plurality of flat ribs 3. The lath 2 is formed by making a cut in accordance with the mesh size as a whole, leaving strip-shaped flat plate portions at a plurality of portions of the steel plate, like the rib lath, and extending both ends of the steel plate.

【0007】この軽量気泡コンクリートパネル1は、型
枠内に複数枚のラス2を配置し、そこに発泡コンクリー
トスラリーを注入して型成形を行ない、半硬化状態で半
可塑性成形体を取り出し、それをピアノ線等によってラ
ス2を含むようにして適宜な厚みに切断し、それをオー
トクレーブ養生を行って得られる。
In this lightweight cellular concrete panel 1, a plurality of laths 2 are arranged in a formwork, a foamed concrete slurry is injected into the lath 2 to perform molding, and a semi-plastic molded body is taken out in a semi-cured state. Is cut by a piano wire or the like into an appropriate thickness so as to include the lath 2, and the cut is subjected to autoclave curing.

【0008】そして、この軽量気泡コンクリートパネル
1は、図2に示したように、ピースアングル10の一片
に形成されたネジ挿通孔10aに座金11を介してネジ
12を挿通し、該ネジ12を梁13等の構造躯体に螺合
させることによってピースアングル10を梁13等に固
定し、ピースアングル10の他片に形成されたネジ挿通
孔10bに座金14を介してタッピングネジ15を挿通
し、該ネジ15の先端を軽量気泡コンクリートパネル1
の裏面1aから螺入してラス2の平板状リブ3に螺合さ
せることによって梁13等の構造躯体に固定される。
As shown in FIG. 2, the lightweight cellular concrete panel 1 has a screw 12 inserted into a screw insertion hole 10a formed in one piece of the piece angle 10 via a washer 11, and the screw 12 is inserted. The piece angle 10 is fixed to the beam 13 or the like by being screwed to a structural body such as the beam 13, and a tapping screw 15 is inserted through a washer 14 into a screw insertion hole 10 b formed in the other piece of the piece angle 10, Connect the tip of the screw 15 to the lightweight cellular concrete panel 1
Is fixed to a structural body such as the beam 13 by screwing from the back surface 1a of the first member 3 and screwing it into the flat rib 3 of the lath 2.

【0009】なお、上記軽量気泡コンクリートパネル1
は、図2に示した取付け方法ばかりでなく、他の方法に
よって取付けることもできる。例えば、図3に示したよ
うに、パネル1の裏面1aからネジ挿通孔1bを形成
し、かつ平板状リブ3に雌ネジ孔3aを形成するととも
に、ピースアングル10の一片を梁13等に溶接等によ
って固設し、ピースアングル10の他片に形成されたネ
ジ挿通孔10bに座金14を介してボルト16を挿通
し、さらに該ボルト16の先端を上記ネジ挿通孔1bに
挿通させ、その先端を平板状リブ3の雌ネジ孔3aに螺
合させて軽量気泡コンクリートパネル1をピースアング
ル10に取付け、該ピースアングル10を介して梁13
等の構造躯体に固定することもでき、また図4に示した
ように、パネル1の表面1cから座堀孔1dを形成し、
さらに該座堀孔1dと同軸に平板状リブ3およびパネル
1の裏面側にネジ挿通孔3b,1eを形成するととも
に、ピースアングル10の一片を梁13等に溶接等によ
って固設し、上記座堀孔1dに嵌挿させたボルト16の
先端を上記ネジ挿通孔3b,1eに挿通させ、その先端
をピースアングル10の他片に形成したネジ挿通孔10
bに挿通させ、その先端にワッシャ14を介してナット
17を螺合させて軽量気泡コンクリートパネル1をピー
スアングル10に取付け、該ピースアングル10を介し
て梁13等の構造躯体に固定することもできる。
The lightweight cellular concrete panel 1
Can be mounted not only by the mounting method shown in FIG. 2, but also by other methods. For example, as shown in FIG. 3, a screw insertion hole 1b is formed from the back surface 1a of the panel 1, a female screw hole 3a is formed in the flat rib 3, and one piece of the piece angle 10 is welded to the beam 13 or the like. The bolt 16 is inserted through the screw insertion hole 10b formed in the other piece of the piece angle 10 through the washer 14, and the tip of the bolt 16 is further inserted through the screw insertion hole 1b. Is screwed into the female screw hole 3a of the flat rib 3 to attach the lightweight cellular concrete panel 1 to the piece angle 10, and the beam 13 is inserted through the piece angle 10.
And the like, and as shown in FIG. 4, a counterbored hole 1d is formed from the surface 1c of the panel 1,
Further, the plate-shaped rib 3 and screw insertion holes 3b and 1e are formed on the rear surface side of the panel 1 coaxially with the seating hole 1d, and one piece of the piece angle 10 is fixed to the beam 13 or the like by welding or the like. The tip of the bolt 16 fitted in the trench 1d is inserted into the screw insertion hole 3b, 1e, and the tip is formed in another piece of the piece angle 10.
b, a nut 17 is screwed into the tip of the lightweight concrete panel 1 through a washer 14 to attach the lightweight cellular concrete panel 1 to the piece angle 10, and fixed to the structural body such as the beam 13 via the piece angle 10. it can.

【0010】なお、上記実施の形態では、1枚のラス2
を軽量気泡コンクリートパネル1に埋設している場合を
示しているが、2枚以上のラス2を適宜な間隔をもって
埋設させた軽量気泡コンクリートパネルを適用すること
もできることは勿論であり、2枚以上のラス2を適宜な
間隔をもって埋設させた場合には、各々のラス2のリブ
3を互いにオフセットさせて配置すれば強度がより平均
化されて好ましい。また、上記実施の形態では、3本の
平板状リブ3を備えたラス2を示しているが、リブ3の
本数は3本に限定されない。さらに、上記実施の形態で
は、リブ3を両側端に配置させたラス2を採用している
が、リブ3を両側端から少し内側に位置させたラス2、
即ち両側端に網状部を有するラス2を使用してもよいこ
とも勿論である。さらにまた、上記実施の形態では、ピ
ースアングル10を介して軽量気泡コンクリートパネル
1を梁13等の構造躯体に取付ける場合を示している
が、図5(a),(b)に示したように、軽量気泡コン
クリートパネル1をチャンネル製胴縁18a,木製胴縁
18bにタッピングネジ15によって直接取付けること
もできることは言うまでもない。
In the above embodiment, one lath 2
Is shown embedded in the lightweight cellular concrete panel 1, but it is a matter of course that a lightweight cellular concrete panel in which two or more laths 2 are embedded at appropriate intervals can be applied. When the laths 2 are buried at appropriate intervals, it is preferable to arrange the ribs 3 of each lath 2 so as to be offset from each other so that the strength is more averaged. Further, in the above embodiment, the lath 2 including the three flat ribs 3 is shown, but the number of the ribs 3 is not limited to three. Further, in the above-described embodiment, the lath 2 in which the ribs 3 are arranged on both side ends is adopted, but the lath 2 in which the ribs 3 are located slightly inside from both side ends,
That is, it is a matter of course that a lath 2 having a net portion on both side ends may be used. Further, in the above-described embodiment, the case where the lightweight cellular concrete panel 1 is attached to the structural body such as the beam 13 via the piece angle 10 is shown, but as shown in FIGS. 5 (a) and 5 (b). Needless to say, the lightweight cellular concrete panel 1 can be directly attached to the channel body edge 18a and the wooden body edge 18b by the tapping screw 15.

【0011】[0011]

【発明の効果】本発明の軽量気泡コンクリートパネルの
取付け方法では、平板状のリブを有するラスを軽量気泡
コンクリートパネルに埋設し、そのラスのリブを利用
し、該リブにパネルを取付けるためのネジの一端を結合
させることによって、軽量気泡コンクリートパネルを梁
等の構造躯体に取付ける。したがって、リブによって強
度の高い軽量気泡コンクリートパネルが得られるばかり
でなく、ネジ(ボルト)を軽量気泡コンクリートパネル
内で結合させるための鉄板等を必要とせず、それだけ軽
量気泡コンクリートパネルの製造に手間がかからずコス
トダウンが図れる。
According to the method for mounting a lightweight cellular concrete panel of the present invention, a lath having a flat rib is embedded in a lightweight cellular concrete panel, and a screw for attaching the panel to the rib is utilized by using the rib of the lath. The lightweight cellular concrete panel is attached to a structural frame such as a beam by connecting one end of the panel. Therefore, not only a high strength lightweight cellular concrete panel can be obtained by the ribs, but also an iron plate or the like for connecting screws (bolts) in the lightweight cellular concrete panel is not required, and the production of the lightweight cellular concrete panel is accordingly much troublesome. Cost reduction can be achieved without cost.

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

【図1】本発明に係る軽量気泡コンクリートパネルの取
付け方法の一実施の形態を示した斜視図である。
FIG. 1 is a perspective view showing one embodiment of a method for mounting a lightweight cellular concrete panel according to the present invention.

【図2】図1の取付け方法によって軽量気泡コンクリー
トパネルを梁に取付けた状態を示した断面図である。
FIG. 2 is a sectional view showing a state in which a lightweight cellular concrete panel is attached to a beam by the attaching method of FIG. 1;

【図3】本発明に係る軽量気泡コンクリートパネルの取
付け方法の他の実施の形態を示した要部断面図である。
FIG. 3 is a sectional view of a main part showing another embodiment of the method for mounting a lightweight cellular concrete panel according to the present invention.

【図4】本発明に係る軽量気泡コンクリートパネルの取
付け方法のさらに他の実施の形態を示した要部断面図で
ある。
FIG. 4 is a cross-sectional view of a principal part showing still another embodiment of the method for mounting a lightweight cellular concrete panel according to the present invention.

【図5】本発明に係る軽量気泡コンクリートパネルの取
付け方法のさらに他の実施の形態を示した要部断面図で
ある。
FIG. 5 is a sectional view of a main part showing still another embodiment of the method for mounting a lightweight cellular concrete panel according to the present invention.

【符号の説明】[Explanation of symbols]

1 軽量気泡コンクリートパネル 1a 裏面 1b ネジ挿通孔 1c 表面 1d 座堀孔 1e ネジ挿通孔 2 ラス 3 平板状リブ 3a 雌ネジ孔 3b ネジ挿通孔 10 ピースアングル 10a,10b ネジ挿通孔 11 ワッシャ 12 ネジ 13 梁(構造躯体) 14 ワッシャ 15 タッピングネジ 16 ボルト 17 ナット 18a チャンネル製胴縁 18b 木製胴縁 DESCRIPTION OF SYMBOLS 1 Lightweight cellular concrete panel 1a Back surface 1b Screw insertion hole 1c Surface 1d Borehole 1e Screw insertion hole 2 Lath 3 Flat rib 3a Female screw hole 3b Screw insertion hole 10 Piece angle 10a, 10b Screw insertion hole 11 Washer 12 Screw 13 Beam (Structural body) 14 Washer 15 Tapping screw 16 Bolt 17 Nut 18a Channel flange 18b Wooden flange

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI E04B 2/94 E04B 2/94 // B28B 23/02 B28B 23/02 Z ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 6 Identification code FI E04B 2/94 E04B 2/94 // B28B 23/02 B28B 23/02 Z

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 軽量気泡コンクリートパネル内に、複数
本の平板状リブを有するラスを埋設し、前記軽量気泡コ
ンクリートパネルの裏面または表面側からボルトを挿入
し、該ボルトの一端を前記平板状リブに結合させ、前記
ボルトの他端を梁等の構造躯体に連結して前記軽量気泡
コンクリートパネルを取付けることを特徴とする軽量気
泡コンクリートパネルの取付け方法。
1. A lath having a plurality of flat ribs is buried in a lightweight cellular concrete panel, a bolt is inserted from the back or front side of the lightweight cellular concrete panel, and one end of the bolt is connected to the flat rib. And mounting the lightweight cellular concrete panel by connecting the other end of the bolt to a structural body such as a beam.
JP29786197A 1997-10-15 1997-10-15 Fitting method for lightweight cellular concrete panel Pending JPH11117430A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29786197A JPH11117430A (en) 1997-10-15 1997-10-15 Fitting method for lightweight cellular concrete panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29786197A JPH11117430A (en) 1997-10-15 1997-10-15 Fitting method for lightweight cellular concrete panel

Publications (1)

Publication Number Publication Date
JPH11117430A true JPH11117430A (en) 1999-04-27

Family

ID=17852100

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29786197A Pending JPH11117430A (en) 1997-10-15 1997-10-15 Fitting method for lightweight cellular concrete panel

Country Status (1)

Country Link
JP (1) JPH11117430A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006175773A (en) * 2004-12-24 2006-07-06 Asahi Kasei Construction Materials Co Ltd Autoclaved lightweight concrete panel
CN111395609A (en) * 2020-04-22 2020-07-10 深圳市方大建科集团有限公司 UHPC curtain wall system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006175773A (en) * 2004-12-24 2006-07-06 Asahi Kasei Construction Materials Co Ltd Autoclaved lightweight concrete panel
CN111395609A (en) * 2020-04-22 2020-07-10 深圳市方大建科集团有限公司 UHPC curtain wall system

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