JPH0222439Y2 - - Google Patents
Info
- Publication number
- JPH0222439Y2 JPH0222439Y2 JP1984166236U JP16623684U JPH0222439Y2 JP H0222439 Y2 JPH0222439 Y2 JP H0222439Y2 JP 1984166236 U JP1984166236 U JP 1984166236U JP 16623684 U JP16623684 U JP 16623684U JP H0222439 Y2 JPH0222439 Y2 JP H0222439Y2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- concrete formwork
- panel receiving
- main body
- formwork panel
- 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
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は、壁の築造に使用されるコンクリート
型枠パネル、特に大パネルと一般に呼称される、
一階分の高さを持つ大型のコンクリート型枠パネ
ルを、下層の既設壁に支持させる場合に使用され
るコンクリート型枠パネル受けに関するものであ
る。[Detailed description of the invention] (Industrial application field) The present invention is a concrete formwork panel used for wall construction, especially a concrete formwork panel commonly referred to as a large panel.
This relates to a concrete formwork panel support used when supporting a large concrete formwork panel with the height of one floor on an existing wall on the lower layer.
(従来の技術及びその問題点)
上記のように使用されるコンクリート型枠パネ
ル受けは、例えば実開昭59−78456号公報の第1
図に記載されているように、壁面への取り付け部
とパネル受け部とを備えた本体と、前記パネル受
け部に上下方向に螺合貫通させた1本のパネル受
けねじと、このパネル受けねじの上端パネル受け
座に載置されたパネルを既設壁面側へ押圧するパ
ネル押圧固定用ねじとから構成されるものである
が、従来のこの種のコンクリート型枠パネル受け
は、コンクリート型枠パネルを既設壁面から十分
に離した状態で前記パネル受け部に支持させるこ
とが出来なかつた。従つて前記コンクリート型枠
パネルにタイルを先付けする場合、柱部に隣接す
るコンクリート型枠パネル部分へのタイルの先付
け作業に際して当該柱部からコンクリート型枠パ
ネルを十分離すことが出来ないので、柱部の鉄筋
が邪魔になつてタイルの先付け作業が非常にやり
難い欠点があつた。(Prior art and its problems) The concrete formwork panel support used as described above is, for example, disclosed in Japanese Utility Model Application Publication No. 1, No. 59-78456.
As shown in the figure, there is a main body including a wall attachment part and a panel receiving part, a panel receiving screw that is threaded vertically through the panel receiving part, and this panel receiving screw. It consists of a panel pressing fixing screw that presses the panel placed on the upper end panel receiving seat toward the existing wall side, but conventional concrete formwork panel supports of this type do not allow the concrete formwork panel to be It was not possible to support the panel at a sufficient distance from the existing wall surface. Therefore, when attaching tiles to the concrete formwork panel first, it is not possible to separate the concrete formwork panel sufficiently from the column when attaching the tiles to the concrete formwork panel part adjacent to the column. The problem was that the reinforcing bars got in the way, making it very difficult to install the tiles in advance.
このような欠点を解消するために、前記パネル
受けねじの上端パネル受け座より外側にパネルを
前後方向スライド可能に支持するパネル支持部を
設けることも考えられたが、この場合、当該パネ
ル支持部上のパネルを前記パネル押圧固定用ねじ
で前記パネル受け座上に押圧移載させるために
は、前記パネル受け座を前記パネル支持部よりも
低い下降限高さにセツトしておき、このパネル受
け座上にパネルが位置した状態からパネル受けね
じによりパネル受け座を上昇させてパネルのレベ
ル調整を行わなければならない。即ち、パネル受
けねじの回転操作によつて行うレベル調整作業
を、パネル荷重を受けない無負荷状態で行うこと
が出来ないので、非常に大きな回転操作力が必要
となるばかりでなく安全且つ能率良く当該作業を
行うことが出来ない。 In order to eliminate such drawbacks, it has been considered to provide a panel support part that supports the panel so that it can slide in the front and back direction outside the upper end panel receiving seat of the panel receiving screw, but in this case, the panel support part In order to press and transfer the upper panel onto the panel receiving seat using the panel pressing and fixing screw, the panel receiving seat is set at a lower lower limit height than the panel supporting portion, and the panel receiving seat is set at a lower lower limit height than the panel supporting portion. The level of the panel must be adjusted by raising the panel receiving seat using the panel receiving screws from the state where the panel is placed on the seat. In other words, the level adjustment work performed by rotating the panel receiving screw cannot be performed in an unloaded state where the panel does not receive any load, so not only does it require a very large rotational operating force, but it can also be done safely and efficiently. Unable to perform the relevant work.
(問題点を解決するための手段)
本考案は上記のような従来の問題点を解決する
ことの出来るコンクリート型枠パネル受けを提供
せんとするものであつて、その特徴は、壁面への
取り付け部とパネル受け部とを備えた本体と、コ
ンクリート型枠パネルを前後方向スライド可能に
支持する前後水平方向に長いパネル受け材と、こ
のパネル受け材上に載置されたパネルを当該パネ
ル受け材の前端方向へ押圧するパネル押圧固定用
ねじとから成り、前記パネル受け材の前後両端部
を、前記本体のパネル受け部に螺合貫通させた前
後2本の高さ調整用ねじにより昇降可能に支持し
た点にある。(Means for Solving the Problems) The present invention aims to provide a concrete formwork panel support that can solve the conventional problems as described above. A main body comprising a panel support section and a panel support section, a panel support member that is long in the front and rear horizontal direction and supports a concrete formwork panel so as to be slidable in the front and rear directions, and a panel placed on the panel support material. and a panel pressing fixing screw that presses toward the front end of the panel, and both front and rear ends of the panel receiving material can be raised and lowered by two front and rear height adjustment screws that are threaded through the panel receiving portion of the main body. The point is that I supported it.
(実施例)
以下に本考案の一実施例を添付の例示図に基づ
いて説明する。(Example) An example of the present invention will be described below based on the attached illustrative drawings.
第1図乃至第3図に於いて、1は本体であつ
て、壁面への取り付け部2とパネル受け部3とか
ら構成された棚受け状のものである。4はコンク
リート型枠パネル5を前後方向スライド可能に支
持する前後水平方向に長いパネル受け材であり、
パネル受け部3の前後2箇所に固着されたナツト
部材6a,6bに螺合貫通する2本の高さ調整用
ねじ7a,7bにより前記本体1のパネル受け部
3に支持されている。8は前記パネル受け部3に
昇降可能に貫通し且つ下端に抜け止め用フランジ
8aを備えたパネル受け材外れ止め部材であつ
て、その上端部が前記パネル受け材4にピン8b
により係止されている。9はパネル押圧固定用ね
じであつて、本体1のパネル受け部3の外端から
上向きに連設された部材10に前後方向に螺合貫
通し、内端にはパネル押圧用皿ばね9aが回転可
能に取り付けられている。 In FIGS. 1 to 3, reference numeral 1 denotes a main body, which is shaped like a shelf holder and is composed of a wall attachment part 2 and a panel holder part 3. 4 is a panel support member long in the front and rear horizontal direction that supports the concrete formwork panel 5 so as to be slidable in the front and rear directions;
It is supported by the panel receiving portion 3 of the main body 1 by two height adjusting screws 7a, 7b that thread through nut members 6a, 6b fixed to the front and rear of the panel receiving portion 3 at two locations. Reference numeral 8 denotes a panel receiving member detachment preventing member that penetrates the panel receiving portion 3 so as to be able to rise and fall and is provided with a retaining flange 8a at the lower end, and the upper end thereof is attached to the panel receiving member 4 with a pin 8b.
It is locked by. Reference numeral 9 denotes a screw for pressing and fixing the panel, which screws through the member 10 connected upwardly from the outer end of the panel receiving portion 3 of the main body 1 in the front-rear direction, and has a disc spring 9a for pressing the panel at the inner end. Rotatably mounted.
使用方法について説明すると、第2図に示すよ
うに既設壁面11の上端近傍に本体1の取り付け
部2を、アンカー12とこれに螺合可能なボルト
13、及び取り付け部2に設けられた取り付け孔
(第1図参照)14を利用して固着する。次に略
同一レベルで取り付けられている他のパネル受け
と共に、パネル受け材4の高さ調整を高さ調整用
ねじ7a,7bの昇降操作により行つた後、コン
クリート型枠パネル5を前記パネル受け材4の上
に載置する。 To explain how to use it, as shown in FIG. 2, attach the attachment part 2 of the main body 1 near the upper end of the existing wall surface 11, and insert the anchor 12, the bolt 13 that can be screwed into the anchor 12, and the attachment hole provided in the attachment part 2. (See Fig. 1) Use 14 to secure it. Next, the height of the panel support material 4 is adjusted by raising and lowering the height adjustment screws 7a and 7b together with other panel supports installed at approximately the same level, and then the concrete formwork panel 5 is moved to the panel support. Place it on the material 4.
若し、コンクリート型枠パネル5にタイルを先
付けする場合は、図示のようにパネル押圧固定用
ねじ9を後退限まで後退させておくと共に、コン
クリート型枠パネル5は可能な限りパネル受け材
4の後端近傍に載置することにより、柱部の鉄筋
15にも邪魔されることなくタイルの先付け作業
を行うことが出来る。 If tiles are to be attached to the concrete formwork panel 5 first, the panel press fixing screws 9 should be retracted to the retract limit as shown in the figure, and the concrete formwork panel 5 should be moved as far as possible from the panel receiving material 4. By placing it near the rear end, it is possible to pre-install the tiles without being disturbed by the reinforcing bars 15 of the column.
パネル受け材4に載置されたコンクリート型枠
パネル5は、必要に応じてパネル押圧固定用ねじ
9の先端皿ばね9aとコンクリート型枠パネル5
との間に角ばた材16を介装した状態でパネル押
圧固定用ねじ9を回転進出させ、当該パネル押圧
固定用ねじ9によりコンクリート型枠パネル5を
前方へ押圧移動させて既設壁面11にパネル下端
部が当接する位置まで移動させる。 The concrete formwork panel 5 placed on the panel support material 4 is attached to the end plate spring 9a of the panel press fixing screw 9 and the concrete formwork panel 5 as necessary.
The panel pressing and fixing screws 9 are rotated and advanced with the square flap material 16 interposed between them, and the concrete formwork panel 5 is pushed forward by the panel press and fixing screws 9 and attached to the existing wall surface 11. Move it until the bottom edge of the panel touches it.
尚、第1図乃至第3図に示す実施例では、パネ
ル受け材4の高さ調整によりコンクリート型枠パ
ネル5に対するパネル押圧固定用ねじ9の押圧作
用高さが変化するので、第4図に示すようにパネ
ル押圧固定用ねじ9を支持する部材10をパネル
受け材4の後端部から突設することも出来る。 In the embodiment shown in FIGS. 1 to 3, the height of the pressing action of the screws 9 for pressing and fixing the panel against the concrete formwork panel 5 changes by adjusting the height of the panel receiving material 4. As shown, a member 10 for supporting the panel pressing and fixing screw 9 can be provided to protrude from the rear end of the panel receiving member 4.
(考案の作用及び効果)
以上のように実施し得る本考案のコンクリート
型枠パネル受けによれば、コンクリート型枠パネ
ルは、前後方向に長く且つ高さ調整用ねじにより
全体を昇降させて高さ調整し得るパネル受け材で
支持することが出来るので、コンクリート型枠パ
ネルにタイルを先付けするような場合には、当該
コンクリート型枠パネルを既設壁面から十分に離
して支持し、タイルの先付け作業を容易に行える
状態とすることが出来、しかもこの場合でも、パ
ネル受け材の高さ調整はコンクリート型枠パネル
を支持していない無負荷の状態で予め行つておく
ことが出来るので、コンクリート型枠パネルの高
さ調整も常に容易且つ安全に能率良く行うことが
出来る。換言すれば、前記本体のパネル受け部上
に昇降可能に配置されるパネル受け材の前後両端
部を、前後2本の高さ調整用ねじにより支持する
ようにしたので、前記パネル受け材を図示のよう
にコンクリート型枠パネルの厚さの数倍にもなる
ように長尺に構成して、上記のような作用効果を
得ることが出来るに至つたのである。(Operations and Effects of the Invention) According to the concrete formwork panel support of the present invention, which can be implemented as described above, the concrete formwork panel is long in the front-rear direction and can be raised and lowered as a whole using height adjustment screws. Since tiles can be supported by adjustable panel supports, when installing tiles on a concrete formwork panel, the concrete formwork panel should be supported at a sufficient distance from the existing wall surface and the tiles can be installed in advance. Moreover, even in this case, the height adjustment of the panel support material can be done in advance in an unloaded state where the concrete formwork panel is not supported, so the concrete formwork panel The height adjustment can always be done easily, safely and efficiently. In other words, both the front and rear ends of the panel receiver, which is movably arranged on the panel receiver of the main body, are supported by the two front and rear height adjustment screws, so that the panel receiver is not shown in the figure. It was possible to obtain the above-mentioned effects by configuring the concrete form panel to be long, several times as thick as the concrete formwork panel.
第1図は斜視図、第2図は使用状態を示す一部
縦断側面図、第3図は同縦断背面図、第4図は変
形例を示す一部縦断側面図である。
1…本体、2…壁面への取り付け部、3…パネ
ル受け部、4…前後方向に長いパネル受け材、5
…コンクリート型枠パネル、6a,6b…ナツト
部材、7a,7b…高さ調整用ねじ、8…パネル
受け材外れ止め部材、9…パネル押圧固定用ね
じ、11…既設壁面、13…取り付け用ボルト。
FIG. 1 is a perspective view, FIG. 2 is a partially longitudinal side view showing the state of use, FIG. 3 is a longitudinal rear view of the same, and FIG. 4 is a partially longitudinal side view showing a modified example. 1... Main body, 2... Wall attachment part, 3... Panel receiving part, 4... Panel receiving material long in the front and back direction, 5
... Concrete formwork panel, 6a, 6b... Nut member, 7a, 7b... Height adjustment screw, 8... Panel support material removal prevention member, 9... Panel press fixing screw, 11... Existing wall surface, 13... Mounting bolt .
Claims (1)
本体と、コンクリート型枠パネルを前後方向スラ
イド可能に支持する前後水平方向に長いパネル受
け材と、このパネル受け材上に載置されたパネル
を当該パネル受け材の前端方向へ押圧するパネル
押圧固定用ねじとから成り、前記パネル受け材の
前後両端部を、前記本体のパネル受け部に螺合貫
通させた前後2本の高さ調整用ねじにより昇降可
能に支持して成るコンクリート型枠パネル受け。 The main body includes a wall attachment part and a panel receiving part, a panel receiving member that is long in the front and rear horizontal direction and supports a concrete formwork panel so as to be slidable in the front and rear directions, and a panel placed on the panel receiving member. and a panel pressure fixing screw that presses toward the front end of the panel receiving material, and two front and rear height adjustment screws that screw through the front and rear ends of the panel receiving material into the panel receiving portion of the main body. A concrete formwork panel support that is supported so that it can be raised and lowered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1984166236U JPH0222439Y2 (en) | 1984-10-31 | 1984-10-31 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1984166236U JPH0222439Y2 (en) | 1984-10-31 | 1984-10-31 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6180942U JPS6180942U (en) | 1986-05-29 |
| JPH0222439Y2 true JPH0222439Y2 (en) | 1990-06-18 |
Family
ID=30724063
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1984166236U Expired JPH0222439Y2 (en) | 1984-10-31 | 1984-10-31 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0222439Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5902048B2 (en) * | 2012-06-26 | 2016-04-13 | 大成建設株式会社 | How to build a ground tank |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5978456U (en) * | 1982-11-19 | 1984-05-28 | ホリ−株式会社 | Concrete formwork support fittings |
-
1984
- 1984-10-31 JP JP1984166236U patent/JPH0222439Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6180942U (en) | 1986-05-29 |
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