JPH0734085Y2 - Concrete panel mounting structure - Google Patents

Concrete panel mounting structure

Info

Publication number
JPH0734085Y2
JPH0734085Y2 JP40313390U JP40313390U JPH0734085Y2 JP H0734085 Y2 JPH0734085 Y2 JP H0734085Y2 JP 40313390 U JP40313390 U JP 40313390U JP 40313390 U JP40313390 U JP 40313390U JP H0734085 Y2 JPH0734085 Y2 JP H0734085Y2
Authority
JP
Japan
Prior art keywords
concrete panel
piece
panel
metal fitting
concrete
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 - Lifetime
Application number
JP40313390U
Other languages
Japanese (ja)
Other versions
JPH0421614U (en
Inventor
秀哲 黒岩
Original Assignee
ナショナル住宅産業株式会社
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 ナショナル住宅産業株式会社 filed Critical ナショナル住宅産業株式会社
Priority to JP40313390U priority Critical patent/JPH0734085Y2/en
Publication of JPH0421614U publication Critical patent/JPH0421614U/ja
Application granted granted Critical
Publication of JPH0734085Y2 publication Critical patent/JPH0734085Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、コンクリートパネル
を、溶接作業を施すことなく安全かつ施工能率よく取付
けしうるコンクリートパネルの取付構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete panel mounting structure capable of safely and efficiently mounting a concrete panel without welding work.

【0002】[0002]

【従来の技術】近年、床パネル、壁パネルなどのパネル
体を用いて床、壁等を形成する乾式工法の家屋が増加し
つつある。特に家屋の外壁を形成する外壁パネルにあっ
ては、耐防火性、断熱性を高めるためコンクリートパネ
ルが用いられる。
2. Description of the Related Art In recent years, an increasing number of houses are manufactured by a dry method in which floors, walls and the like are formed by using panel bodies such as floor panels and wall panels. In particular, for the outer wall panel forming the outer wall of the house, a concrete panel is used to improve fire resistance and heat insulation.

【0003】他方、このようなコンクリートパネルの取
付けは、従来、例えば図6に示すように、コンクリート
パネルpを例えばL字の上下の取付金具a、b間に嵌合
させて建込みした後、該コンクリートパネルpにナット
止めされるフックボルトe、eを用いその各フック部e
1を前記上下の取付金具a、bに係止させることにより
コンクリートパネルpの上下端を固定する一方、前記フ
ック部e1と上下の取付金具a、bとを互いに溶着する
ことにより外れ止めが行われていた。
On the other hand, conventionally, such a concrete panel is mounted by, for example, as shown in FIG. 6, after the concrete panel p is fitted between the upper and lower L-shaped fittings a and b, and then installed. Using hook bolts e and e which are nut-fastened to the concrete panel p, the respective hook parts e
The upper and lower ends of the concrete panel p are fixed by engaging 1 with the upper and lower mounting brackets a and b, while the hook portion e1 and the upper and lower mounting brackets a and b are welded to each other to prevent the slip-off. It was being appreciated.

【0004】[0004]

【考案が解決しようとする課題】しかしながらこのよう
な従来のものにあっては、コンクリートパネルpの上下
端を夫々フックボルトeで固定するためボルト結合工数
の増加を招き、しかも建込み現場における前記フックボ
ルトeと取付金具a、bとの溶接が必要となるなど現場
施工能率を大巾に低下し、施工コストを上昇するととも
に工期の遅延を招来する。
However, in such a conventional one, since the upper and lower ends of the concrete panel p are fixed with the hook bolts e, respectively, the number of man-hours for bolt connection is increased, and moreover, at the construction site. Since it is necessary to weld the hook bolt e and the fittings a and b, the on-site construction efficiency is greatly reduced, the construction cost is increased and the construction period is delayed.

【0005】又溶接作業はそれ自体危険を伴いしかも高
所作業となるため、安全性を大巾に損ねる。
Further, since the welding work itself is dangerous and requires work at a high place, the safety is greatly impaired.

【0006】本考案は、上下のパネル受金具に架け渡し
た連結金具とコンクリートパネルとをボルト結合するこ
とを基本として、ボルト結合工数を半減しうるとともに
建込み現地における溶接作業を排除でき、安全性を高め
かつ工期の短縮を計りうるコンクリートパネルの取付構
造の提供を目的としている。
The present invention is based on the fact that the connecting metal fittings laid over the upper and lower panel receiving metal fittings and the concrete panel are bolted together, the man-hours for bolting can be halved, and welding work at the construction site can be eliminated, which is safe. The purpose of the invention is to provide a concrete panel mounting structure that can improve workability and shorten the construction period.

【0007】[0007]

【課題を解決するための手段】前記目的を達成するた
め、本考案のコンクリートパネルの取付構造は、コンク
リートパネルの下端を支持する受片の背縁に該コンクリ
ートパネルの背面に沿う立上げ片を設ける下のパネル受
金具と、前記コンクリートパネルの上端背面に沿う垂下
片を有する上のパネル受金具との間に、該立上げ片、垂
下片の背面間を垂直に跨る連結金具を架け渡すととも
に、連結金具と前記コンクリートパネルとをボルト止め
している。
In order to achieve the above object, a concrete panel mounting structure according to the present invention is provided with a rising piece along the back surface of the concrete panel at the back edge of a receiving piece for supporting the lower end of the concrete panel. Between the lower panel receiving metal fitting to be provided and the upper panel receiving metal fitting having a hanging piece along the upper end back surface of the concrete panel, a connecting metal fitting that vertically spans between the rising piece and the back surface of the hanging piece is bridged. The connection fitting and the concrete panel are bolted together.

【0008】なお前記連結金具は、前記コンクリートパ
ネルの前記背面に向く外向き面に、前記ボルト止めによ
り該背面との間で押圧されるバネ片を具えることが望ま
しい。$
[0008] It is preferable that the connecting fitting has a spring piece on an outer surface facing the back surface of the concrete panel, the spring piece being pressed against the back surface by the bolting. $

【作用】コンクリートパネルと連結金具とをボルト止め
することにより該コンクリートパネルを上下のパネル受
金具に固定するため、コンクリートパネルの取付けに際
して溶接作業は排除でき、作業の安全性を高めるととも
に現場施工能率を向上しうる。特に特殊作業となる溶接
作業者の確保を必要としないため施工コストをより軽減
できしかもボルト結合工数の半減にも役立つ。
[Operation] Since the concrete panel is fixed to the upper and lower panel receiving metal fittings by bolting the concrete panel and the connecting metal fitting, welding work can be eliminated when mounting the concrete panel, and the work safety is improved and the on-site construction efficiency is improved. Can be improved. In particular, since it is not necessary to secure a welding worker, which is a special work, the construction cost can be further reduced and the number of bolt connecting steps can be reduced by half.

【0009】又連結金具に、ボルト止めによりコンクリ
ートパネル背面を押圧するバネ片を設けた場合には、該
バネ片がコンクリートパネルに密着でき、その取付強度
を高めうる。
Further, when the connecting piece is provided with a spring piece for pressing the back surface of the concrete panel by bolting, the spring piece can be brought into close contact with the concrete panel, and its mounting strength can be increased.

【0010】[0010]

【実施例】以下本考案の一実施例を用い、家屋の開口部
Oを形成する開口フレーム12にコンクリートパネルp
を取付ける場合を例にとり図面に基づき説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A concrete panel p is attached to an opening frame 12 forming an opening O of a house by using an embodiment of the present invention.
The case of mounting will be described as an example with reference to the drawings.

【0011】なお開口フレーム12は、階上、階下の梁
材H1、H2間に窓等の開口部Oを有する外壁面を形成
するための下地フレームであって、図2に示すように、
垂直にのびる互いに平行な一対の縦枠材13、13の中
央部間を、水平な上下の横枠材14、15で接合するこ
とにより、該上下の横枠材14、15と縦枠材13、1
3とで囲む矩形な開口部Oを形成している。又該開口フ
レーム12は梁材H1、H2に支持される。
The opening frame 12 is a base frame for forming an outer wall surface having an opening O such as a window between the upper and lower beam members H1 and H2, and as shown in FIG.
By joining the central portions of a pair of vertically extending vertical frame members 13, 13 to each other with horizontal upper and lower horizontal frame members 14, 15, the upper and lower horizontal frame members 14, 15 and the vertical frame member 13 are joined. 1
A rectangular opening O surrounded by 3 and 3 is formed. The opening frame 12 is supported by the beam members H1 and H2.

【0012】前記梁材H1、H2は、本例ではウエブ4
0の上下にフランジ41、42を張設したI形鋼から形
成され、各梁材H1、H2には、夫々前記ウエブ40に
ボルト止めされかつ屋外に向かってのびる張出し片45
外端に、上下に水平片46、47を折り曲げたコ字状基
体を形成してなる持ち出し金具24A、24Bが夫々固
着される。
The beams H1 and H2 are made of the web 4 in this example.
0 is formed from I-shaped steel in which flanges 41 and 42 are stretched above and below, respectively, and each beam H1 and H2 is a bolt 45 that is bolted to the web 40 and extends to the outside 45.
At the outer end, carry-out metal fittings 24A, 24B each having a U-shaped base formed by bending horizontal pieces 46, 47 up and down are fixed.

【0013】又上の持ち出し金具24Aの下の水平片4
7下面には、外壁内面に沿う垂下片49を有する例えば
L字の上金具16が水平支持される一方、下の持ち出し
金具24Bの上の水平片46上面には外壁内面に沿う立
上げ片7を有する例えばT字の下金具17が水平支持さ
れ、該上金具16、下金具17間で前記開口フレーム1
2をボルト止めする。
Further, the horizontal piece 4 below the upper carry-out metal fitting 24A.
7 has a hanging piece 49 extending along the inner surface of the outer wall, the L-shaped upper metal fitting 16 is horizontally supported, and the horizontal piece 46 above the lower metal fitting 24B has a rising piece 7 extending along the inner surface of the outer wall. For example, a T-shaped lower metal fitting 17 is horizontally supported, and the opening frame 1 is provided between the upper metal fitting 16 and the lower metal fitting 17.
Bolt 2

【0014】又前記開口フレーム12には、前記上下の
横枠材14、15間の前記開口部Oに、各上下の横枠材
14、15に設ける取付金具50を介して窓形成用の開
口サッシSが取付く一方、前記下の横枠材15と下金具
17との間に下のコンクリートパネルP1が、又上金具
16と上の横枠材14との間に上のコンクリートパネル
P2が夫々建込みされ、開口を有する外壁を形成する。
Further, in the opening frame 12, an opening for forming a window is formed in the opening O between the upper and lower horizontal frame members 14 and 15 through fittings 50 provided on the upper and lower horizontal frame members 14 and 15. While the sash S is attached, the lower concrete panel P1 is provided between the lower horizontal frame member 15 and the lower metal fitting 17, and the upper concrete panel P2 is provided between the upper metal fitting 16 and the upper horizontal frame material 14. Each is built to form an outer wall with an opening.

【0015】そして本例では下のコンクリートパネルP
1を建込むために本考案のコンクリートパネルの取付構
造が採用され、従って、本例では下金具17によってコ
ンクリートパネルP1の下端を支持する本考案の下のパ
ネル受金具3を、又下の横枠材15によってコンクリー
トパネルP1上端を支持する本考案の上のパネル受金具
4を夫々構成している。
In this example, the concrete panel P below
The concrete panel mounting structure of the present invention is adopted to assemble 1 of the present invention. Therefore, in this example, the lower panel support metal fitting 3 of the present invention that supports the lower end of the concrete panel P1 by the lower metal fitting 17 is also used. Each of the upper panel support fittings 4 of the present invention that supports the upper end of the concrete panel P1 by the frame member 15 is configured.

【0016】前記コンクリートパネルP1は、開口フレ
ーム12を形成する1対の従枠材13、13間を跨る横
巾と上、下のパネル受金具4、3間を跨る高さとを有す
る横長矩形の板状をなし、コンクリート材としては、セ
メント原料と石灰との混和体に、アルミニウム粉末を添
加したACLが好適に用いられる。ACLは、養生時に
おいて固化とともに、多数個の独立気泡が形成されるこ
とによってその気泡により高い断熱性を具える。
The concrete panel P1 is a horizontally long rectangular shape having a width across the pair of sub-frame members 13 forming the opening frame 12 and a height across the upper and lower panel brackets 4, 3. As a concrete material having a plate shape, ACL in which aluminum powder is added to a mixture of a cement raw material and lime is preferably used. The ACL has a high heat insulating property due to the formation of a large number of closed cells as it solidifies during curing.

【0017】又コンクリートパネルP1には垂直方向略
中央線上にボルト10挿入用の孔部29−が穿設される
とともに、コンクリートパネルP1内部には該孔部29
と同芯なネジ孔30を螺刻したナット片31が埋設され
る。
Further, the concrete panel P1 is provided with a hole 29-for inserting the bolt 10 substantially on the center line in the vertical direction, and the hole 29 is provided inside the concrete panel P1.
A nut piece 31 in which a screw hole 30 concentric with that is screwed is embedded.

【0018】前記上のパネル受金具4は、前記コンクリ
ートパネルP1の上面に当接する水平片21の背縁に、
該背縁から前記コンクリートパネルP1の上端かつ背面
に沿って下方に折れ曲がる垂直な垂下片9を設けた本例
では断面L字状の基体を具え、該垂下片9両端に溶着す
るL字金具37、37を介して前記縦枠材13、13に
ボルト止めされる。なお垂下片9外面は、前記縦枠材1
3外面と略整一することにより略同一面上に配設され、
前記縦枠材13とともにコンクリートパネルP1背面を
支承する。
The upper panel support 4 is provided on the back edge of the horizontal piece 21 that abuts on the upper surface of the concrete panel P1.
In this example, a vertical hanging piece 9 is provided which is bent downward from the back edge along the upper end and the back surface of the concrete panel P1. In this example, a base body having an L-shaped cross section is provided, and an L-shaped metal fitting 37 is welded to both ends of the hanging piece 9. , 37 and bolted to the vertical frame members 13, 13. The outer surface of the hanging piece 9 is the vertical frame member 1
3 It is arranged on the substantially same surface by aligning with the outer surface,
The back surface of the concrete panel P1 is supported together with the vertical frame member 13.

【0019】又前記下のパネル受金具3は、前記梁材H
2と平行にのびかつ前記コンクリートパネルP1の下面
に当接して該コンクリートパネルP1の下端を支持する
水平な受片6と、該受片6の背縁から直角に立ち上がり
かつコンクリートパネルP1の背面に沿ってのびる立上
げ片7とからなるL字状の基体3Aの前記受片6背縁
に、本例では水平な固定片23を突出させた断面逆T字
状をなし、又該下のパネル受金具3は、該固定片23と
梁材H2に固定した持出し金具24Bの上の水平片46
とをボルト止めすることにより該梁材H2に水平に固定
されている。なお本例では固定片23上面で前記縦枠体
13下端をボルト結合している。
The lower panel bracket 3 is made up of the beam H
2 and a horizontal receiving piece 6 that abuts the lower surface of the concrete panel P1 and supports the lower end of the concrete panel P1, and rises at a right angle from the back edge of the receiving piece 6 and on the back surface of the concrete panel P1. In this example, a horizontal fixing piece 23 is projected to the back edge of the receiving piece 6 of the L-shaped base body 3A made up of a rising piece 7 extending along it, and a panel having a reverse T-shape is formed. The receiving metal fitting 3 has a horizontal piece 46 on the carrying-out metal fitting 24B fixed to the fixing piece 23 and the beam H2.
And are fixed to the beam H2 horizontally by bolting. In this example, the lower end of the vertical frame 13 is bolted to the upper surface of the fixing piece 23.

【0020】そして該上下のパネル受金具4、3間に架
け渡される連結金具5を用いて前記コンクリートパネル
P1をボルト止めする。
Then, the concrete panel P1 is bolted by using the connecting metal fitting 5 which is bridged between the upper and lower panel receiving metal fittings 4, 3.

【0021】前記連結金具5は、図3に拡大して示すよ
うに、前記立上げ片7及び垂下片9の各背面に当接しつ
つ該背面間に垂直に跨る本例では矩形板状の基板5Aの
両側縁に、家屋内方に向かって直角に折れ曲がる補強用
の折れ曲がり片5B、5Bを設けた断面略コ字状の形鋼
材から形成される。又該連結金具5の基板5Aの略中央
には、前記コンクリートパネルP1の孔部29と合う位
置に、ボルト10挿入用のボルト挿入孔11が穿設され
ている。
As shown in an enlarged view in FIG. 3, the connecting fitting 5 is in the form of a rectangular plate in the present embodiment, which is in contact with the rear surfaces of the rising piece 7 and the hanging piece 9 and extends vertically between the rear surfaces. 5A is formed of a shaped steel material having a substantially U-shaped cross section, which is provided with reinforcing bending pieces 5B and 5B which are bent at right angles toward the inside of the house on both side edges of 5A. In addition, a bolt insertion hole 11 for inserting the bolt 10 is bored at a position substantially aligned with the hole 29 of the concrete panel P1 in a substantially central portion of the base plate 5A of the connecting fitting 5.

【0022】さらに前記基板5Aには、その外向き面A
から外方に突出し前記垂下片9下縁及び立上げ片7上縁
に夫々係合する突出片32A、32Bが例えば前記基板
5Aの切り起こしにより形設され、位置決めかつ廻り止
めが行われる。なお各突出片32A、32Bの突出端
は、前記垂下片9及び立上げ片7の各外向き面から外方
に突出することなく略整一して終端し、コンクリートパ
ネルP1との衝合を防止している。
Further, the substrate 5A has an outwardly facing surface A
Projecting pieces 32A, 32B that project outward from the engaging member 9 and engage with the lower edge of the hanging piece 9 and the upper edge of the rising piece 7, for example, are formed by cutting and raising the substrate 5A to perform positioning and rotation prevention. The projecting ends of the projecting pieces 32A and 32B terminate in a substantially uniform manner without projecting outwardly from the outwardly facing surfaces of the hanging piece 9 and the rising piece 7, and make an abutment with the concrete panel P1. To prevent.

【0023】このように、連結金具5は、ボルト挿入孔
11及び孔部29を通るボルト10がコンクリートパネ
ルP1内の前記ナット片31に螺着されることによりコ
ンクリートパネルP1との間で垂下片9及び立上げ片7
を狭圧支持し、コンクリートパネルP1の上下端を1つ
の連結金具5で能率よくボルト止めしうる。
As described above, the connecting fitting 5 is hung with the concrete panel P1 by screwing the bolt 10 passing through the bolt insertion hole 11 and the hole 29 to the nut piece 31 in the concrete panel P1. 9 and startup piece 7
Can be supported by narrow pressure, and the upper and lower ends of the concrete panel P1 can be bolted efficiently with one connecting fitting 5.

【0024】又連結金具5は、突出片32A、32Bを
具えるため、前記螺着に際し位置ずれすることがなくし
かも螺着後においても垂下片9及び立上げ片7からの離
脱を防止でき、溶接を要することなく強固かつ確実なコ
ンクリートパネルP1の取付けが可能となる。
Further, since the connecting fitting 5 is provided with the projecting pieces 32A and 32B, the connecting piece 5 is not displaced during the screwing and can be prevented from being detached from the hanging piece 9 and the rising piece 7 even after the screwing. It is possible to attach the concrete panel P1 firmly and securely without requiring welding.

【0025】又本実施例においては、前記上のコンクリ
ートパネルP2も同様に連結金具5によって固定され
る。すなわち前記開口フレーム12の上の横枠体14
は、本例では前記下の横枠体15を上下反転した同一断
面形状をなすことにより、コンクリートパネルP2の下
端を支持する受片52背縁にコンクリートパネルP2背
面に沿う立上げ片53を形成している。
In the present embodiment, the above concrete panel P2 is similarly fixed by the connecting fitting 5. That is, the horizontal frame body 14 above the opening frame 12
In this example, the lower horizontal frame body 15 is turned upside down to form the same cross-sectional shape, thereby forming the rising piece 53 along the back surface of the concrete panel P2 at the back edge of the receiving piece 52 supporting the lower end of the concrete panel P2. is doing.

【0026】従って連結金具5は、前記上金具16の垂
下片49と上の横枠体14の立上げ片53の背面間を垂
直に跨がりかつボルト10を用いてコンクリートパネル
P2を取付けしうる。すなわち、本例では上金具16は
上のコンクリートパネルP2上端を支持する本考案の上
のパネル受金具として、又上の横枠体14は上のコンク
リートパネルP2下端を支持する下のパネル受金具とし
て機能している。
Therefore, the connecting metal fitting 5 vertically extends between the hanging piece 49 of the upper metal fitting 16 and the rear surface of the rising piece 53 of the upper horizontal frame body 14, and the concrete panel P2 can be attached by using the bolt 10. . That is, in this example, the upper metal fitting 16 is an upper panel metal fitting of the present invention that supports the upper end of the upper concrete panel P2, and the upper horizontal frame body 14 is the lower panel metal fitting that supports the lower end of the upper concrete panel P2. Is functioning as.

【0027】又連結金具5は、図4、図5に示すよう
に、前記コンクリートパネルP1の背面に向く外向き面
Aに、前記ボルト止めによりコンクリートパネルP1背
面との間で押圧されるバネ片Bを設けることが望まし
い。前記バネ片Bは、本実施例では、前記外向き面Aに
固着しかつボルト挿入孔11と同芯な孔部を透設した矩
形板B1の両側端に、外に向かって巾広となりしかも前
記立上げ片7及び垂下片9の各外向き面から外端を突出
させたバネ板B2、B2を設けてなり、ボルト挿入孔1
1を通るボルト10が前記ナット片31に螺着されるこ
とにより、前記バネ板B2、B2は拡巾状態となり、そ
の復元力によりバネ片BはコンクリートパネルP1背面
に密着でき、該コンクリートパネルP1の取付強度を大
巾に向上するとともに、バネ片Bとコンクリートパネル
P1との間の摩擦力により、螺着後の垂下片9及び立上
げ片7からの離脱を防止できる。
As shown in FIGS. 4 and 5, the connecting fitting 5 is a spring piece which is pressed against the rear surface of the concrete panel P1 by the bolting against the outer surface A facing the rear surface of the concrete panel P1. It is desirable to provide B. In this embodiment, the spring pieces B are widened outward at both ends of a rectangular plate B1 fixed to the outward surface A and having a hole portion concentric with the bolt insertion hole 11 formed therethrough. Spring plates B2 and B2 having outer ends projecting from the outward surfaces of the rising piece 7 and the hanging piece 9 are provided, and the bolt insertion hole 1
When the bolt 10 passing through 1 is screwed to the nut piece 31, the spring plates B2 and B2 are in a widened state, and the restoring force of the spring piece B allows the spring piece B to be in close contact with the back surface of the concrete panel P1. It is possible to greatly improve the attachment strength of the above and prevent the detachment from the hanging piece 9 and the rising piece 7 after the screwing due to the frictional force between the spring piece B and the concrete panel P1.

【0028】なお前記バネ片Bは、ボルト挿入孔11の
上方もしくは下方、あるいは複数個、前記外向き面Aに
設けてもよい。
The spring pieces B may be provided above or below the bolt insertion hole 11, or a plurality of spring pieces B may be provided on the outward surface A.

【0029】[0029]

【考案の効果】叙上の如く本考案のコンクリートパネル
の取付構造は上下のパネル受金具間に架け渡される連結
金具を用いてコンクリートパネルをボルト止めしている
ため、施工現場における溶接作業を排除でき現場施工能
率を大巾に高めうるとともに、安全性の向上を図りう
る。また、ボルト結合工程数を半減しうる他、溶着に伴
う問題点、すなわち取付強度及び取付精度の低下を効果
的に防止でき、信頼性を高めうるなど多くの効果を奏し
うる。
[Effect of the Invention] As described above, the concrete panel mounting structure of the present invention eliminates welding work at the construction site because the concrete panel is bolted using the connecting metal fittings that are bridged between the upper and lower panel receiving metal fittings. It is possible to significantly improve the on-site construction efficiency and improve safety. In addition, the number of bolt connecting steps can be reduced by half, and the problems associated with welding, that is, the reduction in mounting strength and mounting accuracy can be effectively prevented, and many effects such as reliability can be improved.

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

【図1】本考案の一実施例を示す断面図である。FIG. 1 is a sectional view showing an embodiment of the present invention.

【図2】本考案の一実施例を示す斜視図である。FIG. 2 is a perspective view showing an embodiment of the present invention.

【図3】本考案の一実施例を示す拡大斜視図である。FIG. 3 is an enlarged perspective view showing an embodiment of the present invention.

【図4】本考案の他の実施例を示す斜視図である。FIG. 4 is a perspective view showing another embodiment of the present invention.

【図5】本考案の他の実施例を示す断面図である。FIG. 5 is a cross-sectional view showing another embodiment of the present invention.

【図6】従来技術を示す断面図である。FIG. 6 is a cross-sectional view showing a conventional technique.

【符号の説明】[Explanation of symbols]

P1、P2 コンクリートパネル 3 下のパネル受金具 4 上のパネル受金具 5 連結金具 B バネ片 P1, P2 Concrete panel 3 Lower panel bracket 4 Upper panel bracket 5 Connecting bracket B Spring piece

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】コンクリートパネルの下端を支持する受片
の背縁に該コンクリートパネルの背面に沿う立上げ片を
設ける下のパネル受金具と、前記コンクリートパネルの
上端背面に沿う垂下片を有する上のパネル受金具との間
に、該立上げ片、垂下片の背面間を垂直に跨る連結金具
を架け渡すとともに、連結金具と前記コンクリートパネ
ルとをボルト止めするコンクリートパネルの取付構造。
1. A panel receiving metal fitting having a rising piece extending along the back surface of the concrete panel at the back edge of the receiving piece supporting the lower end of the concrete panel, and a hanging piece extending along the back surface of the upper end of the concrete panel. A mounting structure for a concrete panel, in which a connecting metal fitting that vertically extends between the rear surfaces of the rising piece and the hanging piece is bridged between the panel receiving metal fitting and the connecting metal fitting and the concrete panel.
【請求項2】前記連結金具は、前記コンクリートパネル
の前記背面に向く外向き面に、前記ボルト止めにより該
背面との間で押圧されるバネ片を具えたことを特徴とす
る請求項1記載のコンクリートパネルの取付構造。
2. The connecting fitting comprises a spring piece on an outer surface of the concrete panel facing the rear surface, the spring piece being pressed against the rear surface by the bolting. Concrete panel mounting structure.
JP40313390U 1990-06-14 1990-12-11 Concrete panel mounting structure Expired - Lifetime JPH0734085Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP40313390U JPH0734085Y2 (en) 1990-06-14 1990-12-11 Concrete panel mounting structure

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP6303890 1990-06-14
JP2-63038 1990-06-14
JP40313390U JPH0734085Y2 (en) 1990-06-14 1990-12-11 Concrete panel mounting structure

Publications (2)

Publication Number Publication Date
JPH0421614U JPH0421614U (en) 1992-02-24
JPH0734085Y2 true JPH0734085Y2 (en) 1995-08-02

Family

ID=31890143

Family Applications (1)

Application Number Title Priority Date Filing Date
JP40313390U Expired - Lifetime JPH0734085Y2 (en) 1990-06-14 1990-12-11 Concrete panel mounting structure

Country Status (1)

Country Link
JP (1) JPH0734085Y2 (en)

Also Published As

Publication number Publication date
JPH0421614U (en) 1992-02-24

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