JPH0351454A - Support structure for concrete panel - Google Patents
Support structure for concrete panelInfo
- Publication number
- JPH0351454A JPH0351454A JP18713289A JP18713289A JPH0351454A JP H0351454 A JPH0351454 A JP H0351454A JP 18713289 A JP18713289 A JP 18713289A JP 18713289 A JP18713289 A JP 18713289A JP H0351454 A JPH0351454 A JP H0351454A
- Authority
- JP
- Japan
- Prior art keywords
- panel
- concrete panel
- hardware
- mounting hardware
- gap
- 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.)
- Granted
Links
- 239000002184 metal Substances 0.000 claims description 12
- 238000006073 displacement reaction Methods 0.000 abstract description 3
- 230000037431 insertion Effects 0.000 description 8
- 238000003780 insertion Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【発明の詳細な説明】
［発明の目的］
（産業上の利用分野）
本発明は、耐震構造に改良を施したコンクリートパネル
の支持構造に関する。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention relates to a support structure for a concrete panel with an improved seismic structure.
（従来の技術）
この種のコンクリートパネルの支持構造の従来例として
は（例えば特公昭６３−５４１０１号公報に記載のもの
があり、以下、その構成を第７図乃至第９図に基づいて
説明する。このものは、水平に設けられた梁１に対して
、上層のコンクリートバネル２の下部と下層のコンクリ
ートパネル３の上部を支持させる構造で、梁１にＬ形ア
ングル４を溶接し、このＬ形アングル４の縦フランジ４
ａをコンクリートパネル２，３に平行に対向させている
。そして、このＬ形アングル４の縦フランジ４ａには、
コ字形金物５の切欠溝６（第９図参照）が上方から嵌合
され、これによってコ字形金物５とＬ形アングル４との
間に偏平な支持用隙間７が形成されている。一方、上層
のコンクリートバネル２には、取付片８がボルト９で固
定され、この取付片８の下部をＬ形アングル４の縦フラ
ンジ４ａに溶接することによって、上層のコンクリート
バネル２の下部が支持されている。また、下層のコンク
リートバネル３の上部には、挿入片１０がボルト１１で
固定され、この挿入片１０の上部を前記支持用隙間７に
挿入することによって、下層のコンクリートパネル３の
上部が支持されている。この場合、挿入片］０の横幅寸
法を支持用隙間７よりも小さくすることによって、挿入
片１０を支持用隙間７内でスライド可能になし、それに
よって、地震時にコンクリートバネル３の上部側の左右
方向変位（面方向変位）を許容して地震荷重を逃がし得
るようになっている。(Prior Art) As a conventional example of this type of concrete panel support structure, there is one described in Japanese Patent Publication No. 63-54101, and the structure thereof will be explained below based on FIGS. 7 to 9. This has a structure in which the lower part of the upper concrete panel 2 and the upper part of the lower concrete panel 3 are supported by a horizontally installed beam 1. An L-shaped angle 4 is welded to the beam 1, and this Vertical flange 4 of L-shaped angle 4
A is made to face concrete panels 2 and 3 in parallel. And, on the vertical flange 4a of this L-shaped angle 4,
A notch 6 (see FIG. 9) of the U-shaped hardware 5 is fitted from above, thereby forming a flat support gap 7 between the U-shaped hardware 5 and the L-shaped angle 4. On the other hand, a mounting piece 8 is fixed to the upper concrete panel 2 with bolts 9, and by welding the lower part of this mounting piece 8 to the vertical flange 4a of the L-shaped angle 4, the lower part of the upper concrete panel 2 is supported. has been done. Further, an insertion piece 10 is fixed to the upper part of the lower concrete panel 3 with a bolt 11, and by inserting the upper part of this insertion piece 10 into the support gap 7, the upper part of the lower concrete panel 3 is supported. ing. In this case, by making the width dimension of the insertion piece [0] smaller than the support gap 7, the insertion piece 10 can be slid within the support gap 7, thereby allowing the upper left and right sides of the concrete panel 3 to be moved in the event of an earthquake. It is designed to allow directional displacement (planar displacement) to relieve earthquake loads.
（発明が解決しようとする課題）
上記構戊によれば、耐震構造とするために、取付金物と
して、Ｌ形アングル４、取付片８、挿入片１０のほか、
支持用隙間７を形成するためのコ字形金物５か別途必要
となるので、必要な取付金物の数が多く、しかも、コ字
形金物５をＬ形アングル４に溶接等により固定せねばな
らず、その分、工数も増加し、施工作業の能率が悪くな
ってしまうという欠点がある。(Problem to be Solved by the Invention) According to the above structure, in addition to the L-shaped angle 4, the mounting piece 8, and the insertion piece 10 as mounting hardware, in order to achieve an earthquake-resistant structure,
Since the U-shaped hardware 5 for forming the support gap 7 is required separately, the number of necessary mounting hardware is large, and the U-shaped hardware 5 must be fixed to the L-shaped angle 4 by welding or the like. However, the disadvantage is that the number of man-hours increases and the efficiency of construction work decreases.
本発明はこの様な事情を考慮してなされたもので、従っ
てその目的は、簡単な構造で耐震性を確保できて、施工
作業の能率化を十分に図り得るコンクリートパネルの支
持構造を提供するにある。The present invention has been made in consideration of these circumstances, and therefore, its purpose is to provide a support structure for concrete panels that has a simple structure, can ensure earthquake resistance, and can sufficiently improve the efficiency of construction work. It is in.
［発明の構成］
（課題を解決するための手段）
本発明のコンクリートパネルの支持構造は、水平に設け
られた梁に対して、上層のコンクリートパネルの下部と
下層のコンクリートパネルの上部を支持させるものにお
いて、前記梁に取付けられた中間金物と、前記上層のコ
ンクリートパネルに取付けられた上層パネル取付金物と
、前記下層のコンクリートパネルに取付けられた下層パ
ネル取付金物とを備え、前記中間金物には、前記コンク
リートバネルに平行な主プレート部を形成すると共にこ
の主プレート部の上辺部左右両側に一対の受け溝を形成
し、前記上層パネル取付金物には、左右両側部に前記梁
側に突出する一対の側片部を形成すると共にその側片部
に前記中間金物の受け溝に嵌め込まれる嵌合溝を形成し
、この上層バネル取付金物の嵌合溝を前記中間金物の受
け溝に嵌め込むことによって、前記上層のコンクリート
バネルの下部を支持させると共に前記上層パネル取付金
物と前記中間金物との間に偏平な支持用隙間を形成する
一方、前記下層パネル取付金物の少なくとも上部を前記
支持用隙間より幅狭に形成して、これを前記支持用隙間
内に左右にスライド可能となるように挿入することによ
って、前記下層のコンクリートパネルの上部を支持させ
るようにした５
ことを特徴とするものである。[Structure of the Invention] (Means for Solving the Problems) The concrete panel support structure of the present invention supports the lower part of the upper layer concrete panel and the upper part of the lower layer concrete panel with respect to a horizontally provided beam. The device includes an intermediate hardware attached to the beam, an upper panel attachment attached to the upper concrete panel, and a lower panel attachment attached to the lower concrete panel, and the intermediate hardware includes: , a main plate part parallel to the concrete panel is formed, and a pair of receiving grooves are formed on both left and right sides of the upper side of the main plate part, and the upper panel mounting hardware has grooves protruding toward the beam side on both left and right sides. A pair of side pieces are formed, and a fitting groove is formed in the side piece to fit into the receiving groove of the intermediate metal piece, and the fitting groove of the upper panel mounting metal piece is fitted into the receiving groove of the intermediate metal piece. to support the lower part of the upper layer concrete panel and to form a flat support gap between the upper panel mounting hardware and the intermediate hardware, while at least the upper part of the lower panel mounting hardware is supported from the support gap. It is characterized in that the upper part of the lower layer concrete panel is supported by forming it narrowly and inserting it into the support gap so as to be able to slide left and right. .
（作用）
施工時には、例えば、中間金物を梁に取付けると共に、
上層のコンクリートパネルの下部に上層パネル取｛Ｊ金
物を取付け、この上層パネル取付金物の嵌合溝を前記中
間金物の受け溝に嵌め込むことによって、前記上層のコ
ンクリートパネルの下部を支持させる。この状態におい
て、上層パネル取付金物と中間金物との間に偏平な支持
用隙間が形成される。この場合、支持用隙間が中間金物
と上層パネル取付金物とによって形成されるため、前述
の従来例の如き、別体のコ字形金物が不要となり、その
分、取付金物の点数削減と工数の削減を図り得る。そし
て、下層のコンクリートパネルの上部の支持は、下層の
コンクリートパネルに下層パネル取付金物を取付【プ、
この下層パネル取｛＝ｆ金物の上部を前記支持用隙間内
に挿入するだけで良い。(Function) During construction, for example, while attaching intermediate hardware to the beam,
An upper layer panel mounting hardware is attached to the lower part of the upper layer concrete panel, and the fitting groove of the upper layer panel mounting hardware is fitted into the receiving groove of the intermediate hardware to support the lower part of the upper layer concrete panel. In this state, a flat support gap is formed between the upper panel mounting hardware and the intermediate hardware. In this case, since the supporting gap is formed by the intermediate hardware and the upper panel mounting hardware, there is no need for a separate U-shaped hardware as in the conventional example described above, which reduces the number of mounting hardware and man-hours. can be achieved. The upper part of the lower concrete panel is supported by attaching lower panel mounting hardware to the lower concrete panel.
It is sufficient to simply insert the upper part of this lower panel mounting hardware into the support gap.
（実施例）
以下、本発明の一実施例を第１図乃至第６図に６
基づいて説明する。壁面を構或する上下二層のコンクリ
ートパネル１５．１６は、例えば軽量気泡コンクリート
パネル（ＡＬＣパネル）から成り、両者の目地部はシー
リング材１７によりシールされている。これら両コンク
リートバネル１５，１６を支持するための梁１８は、水
平に設けられ、その上面に中間金物１９が溶接により取
付けられている。この中間金物１９は、第３図及び第５
図に示すように、主プレート部１９ａの左右両側に側片
部１９ｂが形成された横断面コ字形に形成され、更に、
この主プレート部１９Ｈの左右両側に一対の受け溝２０
が形成されている。そして、この主プレート部１９ａを
梁１８からコンクリートバネル１５側に突出させてこれ
と平行にした状態で、側片部１９ｂの下端が梁１８に溶
接されている。この状態において、主プレート部１９ａ
の下辺部が梁１８の上面より下方に突出した形態となっ
ている。(Embodiment) An embodiment of the present invention will be described below with reference to FIGS. 1 to 6. The upper and lower two layers of concrete panels 15 and 16 that make up the wall surface are made of, for example, lightweight aerated concrete panels (ALC panels), and their joints are sealed with a sealant 17. A beam 18 for supporting both concrete panels 15 and 16 is provided horizontally, and an intermediate metal fitting 19 is attached to the upper surface by welding. This intermediate hardware 19 is shown in FIGS. 3 and 5.
As shown in the figure, the main plate part 19a is formed in a U-shape in cross section with side pieces 19b formed on both left and right sides, and further,
A pair of receiving grooves 20 are provided on both left and right sides of this main plate portion 19H.
is formed. The lower end of the side piece part 19b is welded to the beam 18 with the main plate part 19a projecting from the beam 18 toward the concrete panel 15 and parallel to this. In this state, the main plate portion 19a
The lower side of the beam 18 projects downward from the upper surface of the beam 18.
一方、上層のコンクリートバネル１５の下部を支持する
ための上層パネル取付金物２１は、第６図に示すように
、上下に延びる主プレート部２１ａの左右両側に側片部
２ｌｂを直角に形或して構威され、その側片部２１ｂの
下辺部には、前記中間金物１つの受け溝２０に嵌め込ま
れる嵌合溝２２が形成されている。また、主プレート部
２１ａの上部にはボルト挿通孔２３が形成されている。On the other hand, the upper layer panel mounting hardware 21 for supporting the lower part of the upper layer concrete panel 15 has side pieces 2lb formed at right angles on both left and right sides of a main plate portion 21a extending up and down, as shown in FIG. A fitting groove 22, which is fitted into the receiving groove 20 of one of the intermediate metal parts, is formed in the lower side of the side piece 21b. Further, a bolt insertion hole 23 is formed in the upper part of the main plate portion 21a.
斯かる形状の上層パネル取付金物２１は、第１図に示す
ように、埋め込みプレート２４と座金２５とで挟んだ状
態でボルト２６により上層のコンクリートパネル１５に
取付けられている。このボルト２６の取付状態において
、大形のボルト挿通孔２３内で上層パネル取付金物２１
の位置が上下左右のいずれの方向にも調整可能になって
いる。そして、この上層パネル取付金物２１の嵌合溝２
２が中間金物１つの受け溝２０に嵌め込まれた状態で、
この上層パネル取付金物２１の側片部２１ｂが梁１８の
上面に溶接され、これによって上層のコンクリートバネ
ル１５の下部が支持されている。The upper panel mounting hardware 21 having such a shape is attached to the upper concrete panel 15 with bolts 26 while being sandwiched between an embedded plate 24 and a washer 25, as shown in FIG. When the bolts 26 are installed, the upper panel mounting hardware 21 is inserted into the large bolt insertion hole 23.
The position can be adjusted in any direction, up, down, left or right. Then, the fitting groove 2 of this upper panel mounting hardware 21
2 is fitted into the receiving groove 20 of one intermediate hardware,
The side piece 21b of the upper panel mounting hardware 21 is welded to the upper surface of the beam 18, thereby supporting the lower part of the upper concrete panel 15.
この支持状態において、上層パネル取付金物２１の主プ
レート部２１ａと中間金物１つの主プレート部１９ａと
の間に、偏平な支持用隙間２７が形成されている。この
場合、上層パネル取付金物２１の主プレート部２１ａの
下端の高さ位置と中間金物１つの主プレート部１９ａの
下端の高さ位置が一致している。In this supported state, a flat support gap 27 is formed between the main plate portion 21a of the upper panel mounting hardware 21 and the main plate portion 19a of one intermediate hardware. In this case, the height position of the lower end of the main plate portion 21a of the upper panel mounting hardware 21 matches the height position of the lower end of the main plate portion 19a of one intermediate hardware.
一方、下層のコンクリートパネル１６の上部を支持する
ための下層パネル取付金物２８は、上下方向に延びる長
尺矩形状の金属プレートから形成され、その下部がボル
ト２９により締付固定されている。この場合、下層パネ
ル取付金物２８とコンクリートパネル１６との間に、上
層パネル取付金物２１の厚み相当分のスペーサ３０と埋
め込みプレート３１を介在させることによって、下層バ
ネル取付金物２８をコンクリートパネル１６から浮かせ
てその壁面と平行に上向きに固定している。On the other hand, the lower panel mounting hardware 28 for supporting the upper part of the lower concrete panel 16 is formed from a long rectangular metal plate extending in the vertical direction, and its lower part is tightened and fixed with bolts 29. In this case, by interposing a spacer 30 and an embedded plate 31 corresponding to the thickness of the upper panel mounting hardware 21 between the lower panel mounting hardware 28 and the concrete panel 16, the lower panel mounting hardware 28 can be lifted from the concrete panel 16. It is fixed upward parallel to the wall.
そして、この下層パネル取付金物２８の上部を、前記支
持用隙間２７内に下方から挿入し、これによって下層の
コンクリートパネル１６の上部を支持している。この場
合、第３図に示すように、下層パネル取付金物２８を、
支持用隙間２７よりも９
幅狭に形成することによって、下層パネル取付金物２８
が支持用隙間２７内において左右方向にスライド可能に
なし、それによって、地震時にコンクリートバネル１６
の上部側が左右方向（面方向）に変位することを許容し
て、地震荷重を逃がすようにしている。尚、下層パネル
取付金物２８の厚み寸法を支持用隙間２７の厚み寸法よ
りも若干小さく設定して、支持用隙間２７内への下層パ
ネル取付金物２８の挿入を容易にしていることは言うま
でもない。The upper part of the lower panel mounting hardware 28 is inserted from below into the supporting gap 27, thereby supporting the upper part of the lower concrete panel 16. In this case, as shown in FIG. 3, the lower panel mounting hardware 28 is
By forming the width narrower than the support gap 27, the lower panel mounting hardware 28
The concrete panel 16 can be slid in the left and right direction within the support gap 27, thereby allowing the concrete panel 16 to
The upper side of the structure is allowed to move in the left-right direction (plane direction) to release earthquake loads. It goes without saying that the thickness of the lower panel mounting hardware 28 is set slightly smaller than the thickness of the support gap 27 to facilitate insertion of the lower panel mounting hardware 28 into the support gap 27.
次に、上層のコンクリートパネル１５の荷重を受ける構
造を、第２図乃至第４図に基づいて説明する。即ち、Ｌ
形金物３２を埋め込みプレート３３と座金３４で挾んだ
状態でボルト３５によりコンクリートバネル１５の下部
に締付固定している。Next, the structure that receives the load of the upper concrete panel 15 will be explained based on FIGS. 2 to 4. That is, L
The shaped metal object 32 is sandwiched between an embedded plate 33 and a washer 34, and is fastened and fixed to the lower part of the concrete panel 15 with bolts 35.
そして、このＬ形金具３２に形成したねじ孔３６に、上
方からボルト３７を締め込み、このボルト３７の下端を
梁１８の上面に当接させることによって、コンクリート
パネル１５の荷重を受け支えるものである。この場合、
ボルト３７を螺進退さ１０
せてボル１・３７の突出量を調節することによって、コ
ンクリートバネル１５の高さ位置を調節し得るようにな
っている。Then, by tightening a bolt 37 from above into the screw hole 36 formed in this L-shaped metal fitting 32 and bringing the lower end of this bolt 37 into contact with the upper surface of the beam 18, the load of the concrete panel 15 is supported. be. in this case,
The height position of the concrete panel 15 can be adjusted by screwing the bolt 37 forward and backward to adjust the amount of protrusion of the bolts 1 and 37.
上記構成によれば、梁］８側の中間金物１９の受け溝２
０に上層パネル取付金物２１の嵌合溝２２を嵌め込むこ
とによって、上層のコンクリートパネル１５を梁１８に
支持させると同時に、中間金物１９と上層パネル取付金
物２１との間に支持用隙間２７が形成される。このため
、前述した従来例の如き、別体のコ字形金物５が不要と
なり、その分、取付金物の数を削減できて、極めて簡単
な構造で耐震性を確保できる（コンクリートバネル１６
の上部側の左右方向変位を許容できる）。According to the above configuration, the receiving groove 2 of the intermediate hardware 19 on the beam]8 side
0 into the fitting groove 22 of the upper panel mounting hardware 21, the upper concrete panel 15 is supported by the beam 18, and at the same time a support gap 27 is created between the intermediate hardware 19 and the upper panel mounting hardware 21. It is formed. This eliminates the need for the separate U-shaped hardware 5 as in the conventional example described above, which reduces the number of mounting hardware and ensures earthquake resistance with an extremely simple structure (concrete panel 16
).
しかも、取例金物の点数削減により、工数も削減でき（
従来例に比しコ字形金物５を溶接ずる作業ウく不要とな
る）、施工能率を十分に向上できる。Furthermore, by reducing the number of hardware items required, man-hours can be reduced (
Compared to the conventional example, there is no need to weld the U-shaped hardware 5), and construction efficiency can be sufficiently improved.
また本実施例では、中間金物１９の主プレート部１９ａ
の下辺部及び上層パネル取付金物２１の主プレート部２
１ａの下辺部か、梁１８の上面よりＦ方に突出した形態
となっているので、下層パネ１］
ル取付金物２８を経済的な断面で設計できる利点もある
。Further, in this embodiment, the main plate portion 19a of the intermediate hardware 19
The main plate part 2 of the lower side and upper panel mounting hardware 21
Since the lower side of the lower panel 1a or the upper surface of the beam 18 protrudes in the direction F, there is an advantage that the lower panel 1]le mounting hardware 28 can be designed with an economical cross section.
尚、上記実施例では、下層パネル取付金物２８を長尺矩
形状に形或したが、これに限定されず、下層パネル取付
金物２８のうち支持用隙間２７内に挿入される部分のみ
を幅狭に形成して下部を幅広に形成しても良く、また、
中間金物は、Ｌ形鋼で形成して、その縦フランジ（主プ
レート部）に一対の受け満を形成しても良い。In the above embodiment, the lower panel mounting hardware 28 is shaped into a long rectangular shape, but the shape is not limited to this, and only the portion of the lower panel mounting hardware 28 that is inserted into the support gap 27 is formed into a narrow shape. The lower part may be made wider, or
The intermediate hardware may be formed of L-beam steel, and a pair of sockets may be formed on its vertical flange (main plate portion).
その他、本発明は、下層パネル取付金物２８の主プレー
ト部２８Ｈの形状を適宜変更しても良い等、種々の変形
が可能である。In addition, the present invention can be modified in various ways, such as by appropriately changing the shape of the main plate portion 28H of the lower panel mounting hardware 28.
［発明の効果］
本発明は以上の説明から明らかなように、梁側の中間金
物の受け溝に上層パネル取付金物の嵌合溝を嵌め込むこ
とによって、上層のコンクリートパネルを梁に支持させ
ると同時に、中間金物と上層パネル取付金物との間に支
持用隙間が形成されるため、前述した従来例の如き、別
体のコ字形金物が不要となり、その分、取付金物の数を
削減で１ ２
きて、極めて簡単な構造で耐震性を確保できる。[Effects of the Invention] As is clear from the above description, the present invention enables the upper layer concrete panel to be supported by the beam by fitting the fitting groove of the upper layer panel mounting hardware into the receiving groove of the intermediate metal member on the beam side. At the same time, since a support gap is formed between the intermediate hardware and the upper panel mounting hardware, there is no need for a separate U-shaped hardware as in the conventional example described above, and the number of mounting hardware can be reduced by that amount. This makes it possible to ensure earthquake resistance with an extremely simple structure.
しかも、取付金物の点数削減により、工数も削減できて
、施工能率を十分に向上できる。Moreover, by reducing the number of mounting hardware, the number of man-hours can also be reduced, and construction efficiency can be sufficiently improved.
第１図乃至第６図は本発明の一実施例を示したもので、
第１図は第２図のＩ−１線に沿って示す縦断側面図、第
２図は同正面図、第３図は同平面図、第４図は第２図の
ＩＶ−ＴＶ線に沿って示す縦断側面図、第５図は中間金
物の斜視図、第６図は上層パネル取付金物の斜視図であ
る。そして、第７図乃至第９図は従来例を示したもので
、第７図は第１図相当図、第８図は要部の斜視図、第９
図はコ字形金物の斜視図である。
図面中、１５は上層のコンクリートパネル、１６は下層
のコンクリートパネル、１８は梁、１９は中間金物、１
９ａは主プレート部、１９ｂは側片部、２０は受け満、
２１は上層パネル取付金物、２１ａは主プレート部、２
ｌｂは側片部、２２は嵌合溝、２７は支持用隙間、２８
は下層パネル取付金物である。
１ ３
第
７
図
第
９
図1 to 6 show an embodiment of the present invention,
Figure 1 is a vertical side view taken along line I-1 in Figure 2, Figure 2 is a front view of the same, Figure 3 is a plan view of the same, and Figure 4 is a side view taken along line IV-TV in Figure 2. FIG. 5 is a perspective view of the intermediate hardware, and FIG. 6 is a perspective view of the upper panel mounting hardware. 7 to 9 show the conventional example, where FIG. 7 is a view equivalent to FIG. 1, FIG. 8 is a perspective view of the main part, and FIG.
The figure is a perspective view of the U-shaped hardware. In the drawing, 15 is the upper layer concrete panel, 16 is the lower layer concrete panel, 18 is the beam, 19 is the intermediate hardware, 1
9a is the main plate part, 19b is the side piece part, 20 is the receiving part,
21 is the upper panel mounting hardware, 21a is the main plate part, 2
lb is a side piece, 22 is a fitting groove, 27 is a support gap, 28
is the lower panel mounting hardware. 1 3 Figure 7 Figure 9
Claims (1)
パネルの下部と下層のコンクリートパネルの上部を支持
させるコンクリートパネルの支持構造において、前記梁
に取付けられた中間金物と、前記上層のコンクリートパ
ネルに取付けられた上層パネル取付金物と、前記下層の
コンクリートパネルに取付けられた下層パネル取付金物
とを備え、前記中間金物には、前記コンクリートパネル
に平行な主プレート部を形成すると共にこの主プレート
部の上辺部左右両側に一対の受け溝を形成し、前記上層
パネル取付金物には、左右両側部に前記梁側に突出する
一対の側片部を形成すると共にその側片部に前記中間金
物の受け溝に嵌め込まれる嵌合溝を形成し、この上層パ
ネル取付金物の嵌合溝を前記中間金物の受け溝に嵌め込
むことによって、前記上層のコンクリートパネルの下部
を支持させると共に前記上層パネル取付金物と前記中間
金物との間に偏平な支持用隙間を形成する一方、前記下
層パネル取付金物の少なくとも上部を前記支持用隙間よ
り幅狭に形成して、これを前記支持用隙間内に左右にス
ライド可能となるように挿入することによって、前記下
層のコンクリートパネルの上部を支持させるようにした
ことを特徴とするコンクリートパネルの支持構造。1. In a concrete panel support structure in which the lower part of the upper layer concrete panel and the upper part of the lower layer concrete panel are supported with respect to a horizontally installed beam, intermediate hardware attached to the beam and the upper layer concrete panel an upper panel mounting hardware attached to the lower layer concrete panel; and a lower panel mounting hardware attached to the lower layer concrete panel; A pair of receiving grooves are formed on the left and right sides of the upper side part, and a pair of side pieces protruding toward the beam side are formed on the left and right sides of the upper panel mounting hardware, and the intermediate metal fittings are formed on the side pieces. By forming a fitting groove to be fitted into the receiving groove and fitting the fitting groove of the upper layer panel mounting hardware into the receiving groove of the intermediate metal piece, the lower part of the upper layer concrete panel is supported and the upper layer panel mounting metal piece is fitted. A flat supporting gap is formed between the lower panel mounting hardware and the intermediate hardware, while at least the upper part of the lower panel mounting hardware is formed to be narrower than the supporting gap, and the support gap is slid from side to side into the supporting gap. 1. A support structure for a concrete panel, characterized in that the upper part of the lower layer concrete panel is supported by inserting the concrete panel in such a way that it can be inserted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18713289A JP2738747B2 (en) | 1989-07-19 | 1989-07-19 | Concrete panel support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18713289A JP2738747B2 (en) | 1989-07-19 | 1989-07-19 | Concrete panel support structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0351454A true JPH0351454A (en) | 1991-03-05 |
| JP2738747B2 JP2738747B2 (en) | 1998-04-08 |
Family
ID=16200685
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18713289A Expired - Lifetime JP2738747B2 (en) | 1989-07-19 | 1989-07-19 | Concrete panel support structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2738747B2 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006249383A (en) * | 2005-03-14 | 2006-09-21 | Sanwa Techno Kk | Sealing material for preventing fine particles from leaking |
| JP2007128008A (en) * | 2005-11-07 | 2007-05-24 | Konica Minolta Business Technologies Inc | Developing device, process cartridge and image forming apparatus |
| CN105275119A (en) * | 2015-11-13 | 2016-01-27 | 李剑峰 | Point-supported type hooking-hanging assembly |
| US9268262B2 (en) | 2012-04-30 | 2016-02-23 | Susumu Shoji | Electrophotographic image-forming device provided with end seal member |
| EP3029210A1 (en) * | 2014-12-03 | 2016-06-08 | Baraclit S.p.A. | A seismic fixing device, particularly for prefabricated buildings |
| EP4219858A3 (en) * | 2017-05-15 | 2023-09-20 | EMEH, Inc. | Moveable stair systems and methods |
-
1989
- 1989-07-19 JP JP18713289A patent/JP2738747B2/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006249383A (en) * | 2005-03-14 | 2006-09-21 | Sanwa Techno Kk | Sealing material for preventing fine particles from leaking |
| JP2007128008A (en) * | 2005-11-07 | 2007-05-24 | Konica Minolta Business Technologies Inc | Developing device, process cartridge and image forming apparatus |
| US9268262B2 (en) | 2012-04-30 | 2016-02-23 | Susumu Shoji | Electrophotographic image-forming device provided with end seal member |
| EP3029210A1 (en) * | 2014-12-03 | 2016-06-08 | Baraclit S.p.A. | A seismic fixing device, particularly for prefabricated buildings |
| CN105275119A (en) * | 2015-11-13 | 2016-01-27 | 李剑峰 | Point-supported type hooking-hanging assembly |
| EP4219858A3 (en) * | 2017-05-15 | 2023-09-20 | EMEH, Inc. | Moveable stair systems and methods |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2738747B2 (en) | 1998-04-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US9273470B2 (en) | Connector for supporting veneer members | |
| JP2738747B2 (en) | Concrete panel support structure | |
| JPH0313644A (en) | Fitting method for curtain wall | |
| JP3107749B2 (en) | Steel House Frame Structure | |
| JPS6236439Y2 (en) | ||
| JP3219733U (en) | Formwork panel connection structure | |
| JP2506110Y2 (en) | Wall panel mounting furring material | |
| JPH08312042A (en) | Attaching structure for alc panel wall | |
| JPH0734976Y2 (en) | Wall panel mounting hardware | |
| JPH06299675A (en) | Steel-made bed material for architecture and its metal fixture | |
| JPH1046723A (en) | Curtain wall mounting structure | |
| JP2586474Y2 (en) | Wall panel mounting structure | |
| JPH1144028A (en) | Mounting structure of wall panel and mounting method thereof | |
| JP2757175B2 (en) | Roof | |
| JP2001020426A (en) | Mounting structure of floor panel | |
| JPH06248738A (en) | Horizontally lining wall panel fitting structure | |
| JPH0860770A (en) | Fitting structure for wall panel fitting ruler member in curtain wall building construction | |
| JPH10331261A (en) | Connection metal tool for building | |
| JPH0734085Y2 (en) | Concrete panel mounting structure | |
| JPH0734977Y2 (en) | Mounting hardware on top of wall panel | |
| JP2570475Y2 (en) | Wall panel support mechanism | |
| JPH10121571A (en) | Outer corner handrail wall panel mounting structure | |
| JP3044897U (en) | Architectural fixing bracket | |
| JPH09165853A (en) | Wall panel fitting structure | |
| JPH10121623A (en) | Mounting structure around the corner of the corner panel |