JPH0450739Y2 - - Google Patents
Info
- Publication number
- JPH0450739Y2 JPH0450739Y2 JP18141186U JP18141186U JPH0450739Y2 JP H0450739 Y2 JPH0450739 Y2 JP H0450739Y2 JP 18141186 U JP18141186 U JP 18141186U JP 18141186 U JP18141186 U JP 18141186U JP H0450739 Y2 JPH0450739 Y2 JP H0450739Y2
- Authority
- JP
- Japan
- Prior art keywords
- fitting
- concrete panel
- joining
- joint
- anchor
- 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
- 239000004570 mortar (masonry) Substances 0.000 claims description 8
- 239000002184 metal Substances 0.000 description 15
- 238000010276 construction Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Description
【考案の詳細な説明】
［技術分野］
本考案は建物躯体に取り付ける接合金具を一体
に取り付けたコンクリートパネルの構造に関する
ものである。[Detailed Description of the Invention] [Technical Field] The present invention relates to the structure of a concrete panel that is integrally attached with joint fittings to be attached to a building frame.
［背景技術］
従来の接合金具付コンクリートパネルにあつて
は、第６図に示すようにコンクリートパネル１の
端面に接合金具A′の接合金具本体２を配設し、
接合金具A′のアンカー３をコンクリートパネル
１の中空穴４に挿入し、中空穴４に充填したモル
タル５にてアンカー３を固定し、また他の中空穴
４に雌ねじ具を挿入してモルタル５を充填して雌
ねじ具を固定していた。かかる従来例にあつて
は、接合金具A′の接合金具本体２を用いて建物
躯体に接合でき、また雌ねじ具に吊り金具を螺着
して吊り金具を介してコンクリートパネル１を吊
り上げて輸送できるようになつているが、接合金
具Ａと雌ねじ具を別々に中空孔４にモルタル５に
て固定しなければならなく、製造に手間がかかる
と共に部品点数が多くなるという欠点があつた。[Background Art] In the case of a conventional concrete panel with joining fittings, as shown in FIG. 6, the joining fitting body 2 of the joining fitting A' is arranged on the end face of the concrete panel 1,
Insert the anchor 3 of the joining fitting A' into the hollow hole 4 of the concrete panel 1, fix the anchor 3 with the mortar 5 filled in the hollow hole 4, and insert the female screw into the other hollow hole 4 to tighten the mortar 5. The female screw was fixed by filling it with In such a conventional example, it is possible to connect to the building frame using the joint metal body 2 of the joint metal fitting A', and also to transport the concrete panel 1 by screwing the hanging metal fitting onto the female screw fitting and lifting the concrete panel 1 through the hanging metal fitting. However, the joint fitting A and the female threaded fitting must be separately fixed in the hollow hole 4 with mortar 5, which has the disadvantage that manufacturing is time-consuming and the number of parts increases.
［考案の目的］
本考案は叙述の点に鑑みてなされたものであつ
て、本考案の目的とするところは接合金具本体と
雌ねじ部とを一緒にモルタルにて固定できて製造
の合理化が計れると共に部品点数を少なくできる
接合金具付コンクリートパネルを提供するにあ
る。[Purpose of the invention] The present invention has been made in view of the points stated above, and the purpose of the invention is to enable the joint body and the female threaded portion to be fixed together with mortar, thereby streamlining manufacturing. To provide a concrete panel with joining fittings which can also reduce the number of parts.
［考案の開示］
本考案接合金具付コンクリートパネルは、接合
金具本体２に一体に雌ねじ部６を設けると共に雌
ねじ部６より一体にアンカー３を連出して接合金
具Ａを形成し、雌ねじ部６に設けたねじ孔６ａを
接合金具本体２の外面に開口させ、コンクリート
パネル１の端面に接合金具Ａの接合金具本体２を
配置して接合金具Ａのアンカー３及び雌ねじ部６
をコンクリートパネル１の中空穴４内に挿通する
と共に中空穴４内に充填したモルタル５にてアン
カー３及び雌ねじ部６を固定したものであつて、
上述のように構成することにより従来例の欠点を
解決したものである。つまり、接合金具本体２に
一体に雌ねじ部６を設けると共に雌ねじ部６より
一体にアンカー３を連出して接合金具Ａを形成し
たことにより、接合金具本体２と一緒に雌ねじ部
６も固定できて従来に比べて施工の合理化が計れ
ると共に部品点数を少なくできるようになつた。[Disclosure of the invention] In the concrete panel with a joining fitting of the present invention, a female threaded portion 6 is integrally provided on the joining fitting main body 2, and an anchor 3 is integrally extended from the female threaded portion 6 to form a joining fitting A. The provided screw hole 6a is opened on the outer surface of the joint metal fitting main body 2, and the joint metal fitting main body 2 of the joint metal fitting A is placed on the end face of the concrete panel 1, and the anchor 3 and the female thread part 6 of the joint metal fitting A are attached.
is inserted into the hollow hole 4 of the concrete panel 1, and the anchor 3 and the female threaded part 6 are fixed with the mortar 5 filled in the hollow hole 4,
By configuring as described above, the drawbacks of the conventional example are solved. In other words, by providing the female threaded part 6 integrally in the joint metal fitting main body 2 and integrally extending the anchor 3 from the female threaded part 6 to form the joint metal fitting A, the female threaded part 6 can be fixed together with the joint metal fitting main body 2. Compared to conventional methods, construction can be streamlined and the number of parts can be reduced.
以下本考案を実施例により詳述する。 The present invention will be explained in detail below with reference to examples.
第１図、第２図に示すようにコンクリートパネ
ル１は例えばALCよりなる矩形状のパネルであ
つて、上端となる端面から下端となる端面に至る
ように複数本の中空穴４を設けてある。接合金具
Ａは接合金具本体２、雌ねじ部６及びアンカー３
を一体に設けて形成されている。接合金具本体２
はＬ字状に形成され、接合金具本体２の一片２ａ
には雌ねじ部６を一体に設けてあり、雌ねじ部６
のねじ孔６ａを一片２ａに開口させてある。この
雌ねじ部６より一体にアンカー３を連出してあ
る。しかしてコンクリートパネル１に接合金具Ａ
を取り付けるにあたつては、適宜の中空穴４に接
合金具Ａのアンカー３と雌ねじ部６を挿入し、接
合金具本体２の一片２ａをコンクリートパネル１
の端面に当接し、中空穴４内にモルタル５を充填
して硬化させる。このように構成された接合金具
付のコンクリートパネルを輸送するにあたつて
は、第３図に示すように雌ねじ部６のねじ孔６ａ
に吊り具７の雄ねじ部を螺合してワイヤ８を介し
て吊り上げて行う。また接合金具本体２の他片２
ｂにはボルト９を一体に取着してあり、逆Ｕ字状
の係止金具１０の一片にボルト９を挿通してボル
ト９にナツト１１を螺合することにより係止金具
１０が接合金具本体２に取り付けられている。コ
ンクリートパネル１を建物躯体に取り付けるにあ
たつては第４図に示すように建物躯体の梁１２に
係止金具１０を引つ掛けて取り付ける。またコン
クリートパネル１を建物躯体に仮取り付けした
後、調整する場合第５図に示すように雌ねじ部６
のねじ孔６ａに調整ボルト１３を螺合し、調整ボ
ルト１３を上下させて上下のコンクリートパネル
１間の間隔を調整する。 As shown in FIGS. 1 and 2, the concrete panel 1 is a rectangular panel made of ALC, for example, and has a plurality of hollow holes 4 extending from the upper end surface to the lower end surface. . The joining fitting A includes the joining fitting main body 2, the female threaded part 6 and the anchor 3.
are integrally formed. Joining fitting body 2
is formed in an L-shape, and is a piece 2a of the joining fitting main body 2.
is integrally provided with a female threaded portion 6.
A screw hole 6a is opened in one piece 2a. The anchor 3 is integrally extended from this female threaded portion 6. However, the joining metal fitting A is attached to the concrete panel 1.
When attaching, insert the anchor 3 and female thread part 6 of the joining fitting A into the appropriate hollow hole 4, and attach the piece 2a of the joining fitting main body 2 to the concrete panel 1.
The mortar 5 is filled into the hollow hole 4 and hardened. When transporting a concrete panel with joint fittings constructed in this way, the threaded hole 6a of the female threaded portion 6 must be inserted as shown in FIG.
This is done by screwing together the male threaded part of the hanging tool 7 and lifting it up via the wire 8. Also, the other piece 2 of the joining fitting body 2
A bolt 9 is integrally attached to b, and by inserting the bolt 9 through one piece of the inverted U-shaped locking metal fitting 10 and screwing the nut 11 onto the bolt 9, the locking metal fitting 10 becomes a joining metal fitting. It is attached to the main body 2. When attaching the concrete panel 1 to the building frame, as shown in FIG. 4, the concrete panel 1 is attached by hooking the locking fittings 10 onto the beams 12 of the building frame. In addition, when adjusting the concrete panel 1 after it has been temporarily attached to the building frame, the female threaded portion 6
An adjustment bolt 13 is screwed into the screw hole 6a, and the interval between the upper and lower concrete panels 1 is adjusted by moving the adjustment bolt 13 up and down.
［考案の効果］
本考案は叙述のように接合金具本体に一体に雌
ねじ部を設けると共に雌ねじ部より一体にアンカ
ーを連出して接合金具を形成したので、建物躯体
に接合するための接合金具本体と一緒に吊り具で
吊るための雌ねじ部もコンクリートパネルに固定
できて従来に比べて施工の合理化が計れると共に
部品点数を少なくでき、しかも接合金具本体や雌
ねじ部の固定も強固にできるものである。[Effects of the invention] As described above, the present invention forms a joining fitting by integrally providing a female threaded part in the joining fitting main body and integrally extending an anchor from the female thread, so that the joining fitting main body for joining to a building frame is formed. At the same time, the female threaded part for hanging with a hanging device can also be fixed to the concrete panel, making construction more streamlined compared to conventional methods, reducing the number of parts, and also making it possible to securely fix the joint body and the female threaded part. .
第１図は本考案の一実施例の断面図、第２図は
同上の分解斜視図、第３図は同上の吊り上げる状
態の正面図、第４図は同上の建物躯体へ取り付け
る状態の断面図、第５図は同上の建て付けを調整
する状態を説明する正面図、第６図は従来例の分
解斜視図であつて、Ａは接合金具、１はコンクリ
ートパネル、２は接合金具本体、３はアンカー、
４は中空孔、５はモルタル、６は雌ねじ部であ
る。
Fig. 1 is a sectional view of one embodiment of the present invention, Fig. 2 is an exploded perspective view of the same, Fig. 3 is a front view of the same in a lifted state, and Fig. 4 is a sectional view of the same in a state of being attached to a building frame. , Fig. 5 is a front view illustrating the state of adjusting the installation of the same as above, and Fig. 6 is an exploded perspective view of the conventional example, in which A is a joint fitting, 1 is a concrete panel, 2 is a main body of the joint fitting, 3 is an anchor,
4 is a hollow hole, 5 is mortar, and 6 is a female screw portion.
Claims (1)
雌ねじ部より一体にアンカーを連出して接合金具
を形成し、雌ねじ部に設けたねじ孔を接合金具本
体の外面に開口させ、コンクリートパネルの端面
に接合金具の接合金具本体を配置して接合金具の
アンカー及び雌ねじ部をコンクリートパネルの中
空穴内に挿通すると共に中空穴内に充填したモル
タルにてアンカー及び雌ねじ部を固定して成る接
合金具付コンクリートパネル。 A female thread is provided integrally on the joint body, an anchor is integrally extended from the female thread to form a joint, and a screw hole provided in the female thread is opened on the outer surface of the joint body, and the joint is connected to the end face of the concrete panel. This concrete panel with a joining fitting is constructed by arranging the joining fitting body of the fitting, inserting the anchor and female threaded part of the fitting into a hollow hole of the concrete panel, and fixing the anchor and female threaded part with mortar filled in the hollow hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18141186U JPH0450739Y2 (en) | 1986-11-26 | 1986-11-26 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18141186U JPH0450739Y2 (en) | 1986-11-26 | 1986-11-26 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6386209U JPS6386209U (en) | 1988-06-06 |
| JPH0450739Y2 true JPH0450739Y2 (en) | 1992-11-30 |
Family
ID=31126255
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18141186U Expired JPH0450739Y2 (en) | 1986-11-26 | 1986-11-26 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0450739Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2529813Y2 (en) * | 1991-02-27 | 1997-03-19 | 昭和電工建材株式会社 | Plates for building exterior walls |
-
1986
- 1986-11-26 JP JP18141186U patent/JPH0450739Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6386209U (en) | 1988-06-06 |
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