JPS6341458Y2 - - Google Patents
Info
- Publication number
- JPS6341458Y2 JPS6341458Y2 JP1982113505U JP11350582U JPS6341458Y2 JP S6341458 Y2 JPS6341458 Y2 JP S6341458Y2 JP 1982113505 U JP1982113505 U JP 1982113505U JP 11350582 U JP11350582 U JP 11350582U JP S6341458 Y2 JPS6341458 Y2 JP S6341458Y2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- wall panel
- mounting hardware
- reinforcing bars
- mounting
- 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
Links
Landscapes
- Panels For Use In Building Construction (AREA)
Description
【考案の詳細な説明】
本考案は、ALC板等軽量気泡コンクリート壁
を耐力板として形成した壁パネルに関するもので
ある。[Detailed Description of the Invention] The present invention relates to a wall panel in which a lightweight aerated concrete wall such as an ALC board is formed as a load-bearing board.
従来より格子状の補強筋を埋設してなる壁パネ
ルは知られているが、これだけでは壁パネルが大
型化した場合に取付金物に連結した引張側の縦筋
が破断し、取付部でALCが欠け落ちるため充分
な構造耐力を得ることができない。 Wall panels with lattice-shaped reinforcing bars embedded in them have been known for some time, but if the wall panel becomes large in size, the vertical bars on the tension side connected to the mounting hardware will break, causing ALC to fail at the mounting area. Since it will chip and fall, sufficient structural strength cannot be obtained.
本考案は壁パネルが大型化しても充分な構造耐
力を得ることが出来ると共に、複数の補強筋を埋
設したパネルのコーナー部近傍にその一部が露出
するようにした取付金物が埋設されており、該取
付金物は、パネルの外縁近傍内部に密にして配筋
されている複数の補強筋と垂直、水平方向に連結
されていて、取付金物の基片に穿設された透孔と
対応させ基片裏面にナツトが固着されていること
により、パネル取付作業の容易でかつすぐれた耐
力を有する壁パネルを提供することにある。 The present invention can obtain sufficient structural strength even when the wall panel becomes large in size, and also has mounting hardware buried near the corners of the panel in which multiple reinforcing bars are buried so that a portion of the reinforcing bars are exposed. , the mounting hardware is connected vertically and horizontally to a plurality of reinforcing bars densely arranged inside the panel near the outer edge, and is connected to the through holes drilled in the base piece of the mounting hardware. To provide a wall panel that is easy to install and has excellent strength by having nuts fixed to the back surface of the base piece.
ところで、取付金物の位置は、一定の幅のパネ
ルに関して一定の水平力が加わつた場合にパネル
下部の水平方向の支点間距離を離した方が垂直方
向の内部応力が減ずることができるのでより大き
な力を負担できるため効果的である。 By the way, when determining the position of the mounting hardware, when a certain horizontal force is applied to a panel of a certain width, increasing the distance between the horizontal support points at the bottom of the panel will reduce the internal stress in the vertical direction. It is effective because it can bear the burden of force.
また一般に引張応力に対して主に鉄筋が負担す
るので棒鋼のような小さな断面の部材では必要な
断面を得るため複数本必要となり、密に取付金物
と連結するのが合理的となる。 In addition, in general, tensile stress is mainly borne by the reinforcing bars, so for members with small cross sections such as steel bars, multiple bars are required to obtain the necessary cross section, and it is rational to closely connect them to the mounting hardware.
以下本考案を図面に示す実施例に基いて説明す
る。 The present invention will be explained below based on embodiments shown in the drawings.
第1図は本考案による耐力壁パネルAの内部配
筋を示す概略図である。図示する様にパネルAの
内部には例えば棒鋼よりなる補強筋1…が格子状
に配設されている。 FIG. 1 is a schematic diagram showing the internal reinforcement of a load-bearing wall panel A according to the present invention. As shown in the figure, reinforcing bars 1 made of, for example, steel bars are arranged in a grid pattern inside the panel A.
また該耐力壁パネルAの四方外縁近傍の内部位
置には前記補強筋1…を複数本密に配筋してあ
る。この様に密に配筋することによりたとえ壁パ
ネルAが大型化しても充分な構造耐力を得ること
ができる。 In addition, a plurality of reinforcing bars 1 are densely arranged inside the load-bearing wall panel A near the four outer edges thereof. By arranging the reinforcement densely in this way, sufficient structural strength can be obtained even if the wall panel A becomes large in size.
ところで壁パネルAの上部端面2の長手方向両
側位置には取付金物3,3がその一部を外部に露
出して取付けられている。 Incidentally, mounting hardware 3, 3 is attached to both sides of the upper end surface 2 of the wall panel A in the longitudinal direction, with a portion thereof exposed to the outside.
該取付金物3は平板状の基片4と該基片4の裏
面に固着された複数の長ナツト5…と補強筋1に
連結される取付片4′…とから構成されている。 The mounting hardware 3 is composed of a flat base piece 4, a plurality of long nuts 5 fixed to the back surface of the base piece 4, and mounting pieces 4' connected to the reinforcing bars 1.
該取付金物3はその取付片4′が補強筋1の主
筋1aのみならず横筋1bに溶接により連結され
てパネルAの端部にその一部を外部に露出させて
取付けられているものである。 The mounting piece 4' of the mounting hardware 3 is connected by welding to not only the main reinforcement 1a but also the horizontal reinforcement 1b of the reinforcing reinforcement 1, and is attached to the end of the panel A with a part thereof exposed to the outside. .
尚、第5図に示すように、取付金物3の取付片
4′の一側端を長尺にし、該取付片4′…を介して
複数の横筋1b…と溶接等により連結固定しても
構わない。この場合さらに取付強度が向上する。 As shown in FIG. 5, it is also possible to make one side end of the mounting piece 4' of the mounting hardware 3 long and connect and fix it to the plurality of horizontal bars 1b through the mounting piece 4' by welding or the like. I do not care. In this case, the mounting strength is further improved.
ところでこの壁パネルAの上部端面2の長手方
向両側位置には、取付金物3の長ナツト5,5の
位置に対応して基片4に穿設された透孔7,7が
外部に露出することになる。 By the way, on both longitudinal sides of the upper end surface 2 of this wall panel A, through holes 7, 7, which are bored in the base piece 4 in correspondence with the positions of the long nuts 5, 5 of the mounting hardware 3, are exposed to the outside. It turns out.
次に、この耐力壁パネルAの下端であるが、第
7図に示すように耐力壁パネルAの一側面と下方
外周面に亘つて切り欠かれている方形状の溝部
6,6が形成され、この溝部6,6の底面には取
付金物3がその一部、すなわち長ナツト5の位置
に対応して基片4に穿設された透孔7,7が外部
に露出する様にして取付けられている。 Next, at the lower end of this load-bearing wall panel A, as shown in FIG. 7, rectangular grooves 6, 6 are formed which are cut out across one side of the load-bearing wall panel A and the lower outer peripheral surface. The mounting hardware 3 is attached to the bottom of the grooves 6, 6 in such a way that a part thereof, that is, a through hole 7, 7 bored in the base piece 4 corresponding to the position of the long nut 5, is exposed to the outside. It is being
この取付けはパネルAの上部端面における取付
金物3の取付けと同様である。 This installation is similar to the installation of the mounting hardware 3 on the upper end face of the panel A.
なお、この溝部6,6には耐力壁パネルAの欠
け防止のため肉薄の金物で形成したほぼ溝部6と
同形状をした補強金物を打ち込んで補強しておく
のが好ましい。 In order to prevent the load-bearing wall panel A from chipping, it is preferable to reinforce the grooves 6, 6 by driving reinforcing metal fittings formed of thin metal fittings and having approximately the same shape as the grooves 6.
本考案による耐力壁パネルAの取付けに際して
はその一実施例として第9図に示す如くに行な
う。 The load-bearing wall panel A according to the present invention is installed as shown in FIG. 9 as an example.
すなわち、この耐力壁パネルAの上辺および下
辺のそれぞれ両側2箇所には上下部仕口金物8,
9があり、この仕口金物8,9によつて建物躯体
14に支持される。 That is, upper and lower joint fittings 8,
9, and is supported by the building frame 14 by these joint hardware 8,9.
上部仕口金物8は平鋼に金具挿通孔が穿設して
あり、その一側を耐力壁パネルAの頂部にねじ1
0によつて固着してあり、他側は建物躯体14の
梁にボルト・ナツト11によつて固着する。 The upper joint hardware 8 has a metal fitting insertion hole bored in the flat steel, and one side of the metal fitting 8 is attached to the top of the load-bearing wall panel A with a screw 1.
0, and the other side is fixed to a beam of the building frame 14 with bolts and nuts 11.
下部仕口金物9はコ状断面でスチフナーが設け
てあり、上下フランジに金具挿通孔が穿設してあ
る。この下部仕口金物9は耐力壁パネルA下端部
の溝部6に嵌められ、上フランジに挿通したねじ
10によつて耐力壁パネルAに固着してあり、下
フランジは建物躯体14、例えば基礎、その他土
台、下部梁、下部パネル等にボルト・ナツト11
によつて固着する。 The lower joint fitting 9 has a U-shaped cross section and is provided with a stiffener, and metal fitting insertion holes are formed in the upper and lower flanges. This lower joint hardware 9 is fitted into the groove 6 at the lower end of the load-bearing wall panel A, and is fixed to the load-bearing wall panel A by screws 10 inserted through the upper flange. 11 bolts and nuts for other foundations, lower beams, lower panels, etc.
It is fixed by.
上下部仕口金物8,9は以上の構成であるので
水平方向の外力は上下辺2箇所の仕口金物8,9
で負担支持し、鉛直方向の外力は下辺2箇所の仕
口金物9で負担支持する。すなわち上部仕口金物
8は平鋼で鉛直方向には撓み実質的に力を伝達し
ない構成となつている。 Since the upper and lower joint hardware 8 and 9 have the above configuration, the external force in the horizontal direction is applied to the two joint hardware 8 and 9 on the upper and lower sides.
The external force in the vertical direction is borne and supported by the two joint hardware 9 on the lower side. That is, the upper joint fitting 8 is made of flat steel and is bent in the vertical direction, so that it does not substantially transmit force.
尚、前記耐力壁パネルAの下端部に形成された
溝部6内の仕口金物9はパネルAの側面より外部
に突出しないので、前記溝部6を覆うように幅木
12を取付ければ、仕上げ面として使用できるこ
とになる。 Incidentally, since the joint hardware 9 in the groove 6 formed at the lower end of the load-bearing wall panel A does not protrude outward from the side surface of the panel A, if the skirting board 12 is attached to cover the groove 6, the finish can be completed. It can be used as a surface.
尚、図面第8図に本考案による壁パネルの他の
実施例を示す。 Incidentally, FIG. 8 shows another embodiment of the wall panel according to the present invention.
この実施例ではパネルの下端部を切り欠いて溝
部6,6を2箇所形成してあると共にこの溝部
6,6の底面には長ナツトの位置に対応して基片
4に穿設された透孔7,7が外部に露出してお
り、かつパネルAの上側位置に2箇所方形状の切
欠部13,13を形成し、該切欠部13,13の
側壁14,14に透孔7,7が露出する様長ナツ
ト5及び基片5が埋設されているものである。 In this embodiment, the lower end of the panel is cut out to form two grooves 6, 6, and the bottoms of the grooves 6, 6 have transparent holes bored in the base piece 4 corresponding to the positions of the long nuts. The holes 7, 7 are exposed to the outside, and two rectangular notches 13, 13 are formed at the upper side of the panel A, and the through holes 7, 7 are formed in the side walls 14, 14 of the notches 13, 13. The long nut 5 and the base piece 5 are buried so that they are exposed.
この様な壁パネルAであれば最上階の防水立上
りのためパネル上端が梁よりも上にある場合であ
つても充分対処して建物躯体に取付けることがで
きるものである。 With this kind of wall panel A, even if the upper end of the panel is above the beam due to the waterproof rise of the top floor, it can be attached to the building frame with sufficient measures.
かくして本考案による耐力壁パネルは以上の構
成よりなり、この考案によれば、パネルが大型化
してもパネルの外縁近傍の内部には前記複数の補
強筋を密にして配筋してなるので、たとえば地震
時に取付金物付近に局部的に大きな力が加わつて
も鉄筋の破断による局部破壊はなく外部応力を内
部の補強筋を通じて下部横架材に流すことができ
るので充分な構造耐力を得ることができる。さら
に内部に配筋された複数の補強筋1…に外部にそ
の一部が露出する壁パネル取付用の取付金物を装
着してあるので、建物躯体にパネルを容易に取付
けることができるという利点がある。 Thus, the load-bearing wall panel according to the present invention has the above structure, and according to this invention, even if the panel becomes large, the plurality of reinforcing bars are densely arranged inside the panel near the outer edge. For example, even if a large force is applied locally near the mounting hardware during an earthquake, there will be no local destruction due to rupture of the reinforcing bars, and the external stress can be channeled through the internal reinforcing bars to the lower horizontal members, making it possible to obtain sufficient structural strength. can. Furthermore, the multiple reinforcing bars 1 arranged inside are equipped with mounting hardware for mounting wall panels that are partially exposed to the outside, so the panel has the advantage of being easy to install on the building frame. be.
第1図は本考案による壁パネルの内部配筋を示
す概略図、第2図、第3図は壁パネルの断面図、
正面図、第4図、第5図は取付金物の取付状態を
示す各々概略図、第6図はその断面図、第7図、
第8図は本考案による壁パネルの各々実施例を示
す斜視図、第9図は壁パネルの取付状態を示す要
部拡大図である。
A……耐力壁パネル、1……補強筋、1a……
主筋、1b……横筋、2……上部端面、3……取
付金物、4……基片、4′……取付片、5……長
ナツト、6……溝部、7……透孔、8……上部仕
口金物、9……下部仕口金物、10……ねじ、1
1……ボルト・ナツト、12……幅木、13……
切欠部、14……建物躯体。
Figure 1 is a schematic diagram showing the internal reinforcement of the wall panel according to the present invention, Figures 2 and 3 are cross-sectional views of the wall panel,
The front view, FIGS. 4 and 5 are schematic diagrams showing the installation state of the mounting hardware, FIG. 6 is a sectional view thereof, and FIG. 7.
FIG. 8 is a perspective view showing each embodiment of the wall panel according to the present invention, and FIG. 9 is an enlarged view of the main part showing the installed state of the wall panel. A... Load-bearing wall panel, 1... Reinforcement bar, 1a...
Main bar, 1b...Horizontal bar, 2...Top end face, 3...Mounting hardware, 4...Base piece, 4'...Mounting piece, 5...Long nut, 6...Groove, 7...Through hole, 8 ... Upper fitting hardware, 9... Lower fitting fittings, 10... Screw, 1
1...Boruto Natsuto, 12...Birthboard, 13...
Notch, 14...building frame.
Claims (1)
傍にその一部が露出するようにした取付金物が埋
設されており、該取付金物は、パネルの外縁近傍
内部に密にして配筋されている複数の補強筋と垂
直、水平方向に連結されていて、取付金物の基片
に穿設された透孔と対応させ基片裏面にナツトが
固着されていることを特徴とする壁パネル。 Mounting hardware with a portion of it exposed is buried near the corner of a panel in which multiple reinforcing bars are embedded, and the mounting hardware is made up of multiple reinforcing bars that are densely arranged inside near the outer edge of the panel. The wall panel is connected vertically and horizontally to reinforcing bars, and has nuts fixed to the back side of the base piece in correspondence with through holes drilled in the base piece of the mounting hardware.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11350582U JPS5919712U (en) | 1982-07-27 | 1982-07-27 | wall panels |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11350582U JPS5919712U (en) | 1982-07-27 | 1982-07-27 | wall panels |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5919712U JPS5919712U (en) | 1984-02-06 |
JPS6341458Y2 true JPS6341458Y2 (en) | 1988-10-31 |
Family
ID=30262722
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11350582U Granted JPS5919712U (en) | 1982-07-27 | 1982-07-27 | wall panels |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5919712U (en) |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS496305U (en) * | 1972-04-15 | 1974-01-19 | ||
JPS5015111U (en) * | 1973-06-02 | 1975-02-18 | ||
JPS50101111U (en) * | 1974-01-21 | 1975-08-21 | ||
JPS50101112U (en) * | 1974-01-21 | 1975-08-21 | ||
JPS5153720U (en) * | 1974-10-22 | 1976-04-24 | ||
JPS5169412U (en) * | 1974-11-27 | 1976-06-01 | ||
JPS52141061U (en) * | 1976-04-19 | 1977-10-26 | ||
JPS5814733Y2 (en) * | 1978-09-27 | 1983-03-24 | 旭化成株式会社 | ALC panel with embedded metal fittings |
JPS5914568Y2 (en) * | 1979-11-09 | 1984-04-28 | 旭化成株式会社 | Laminated precast concrete panel |
JPS5733413A (en) * | 1980-08-04 | 1982-02-23 | Matsushita Electric Ind Co Ltd | Digital magnetic recording and reproducing system |
-
1982
- 1982-07-27 JP JP11350582U patent/JPS5919712U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5919712U (en) | 1984-02-06 |
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