JPH0453406Y2 - - Google Patents

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Publication number
JPH0453406Y2
JPH0453406Y2 JP1986019750U JP1975086U JPH0453406Y2 JP H0453406 Y2 JPH0453406 Y2 JP H0453406Y2 JP 1986019750 U JP1986019750 U JP 1986019750U JP 1975086 U JP1975086 U JP 1975086U JP H0453406 Y2 JPH0453406 Y2 JP H0453406Y2
Authority
JP
Japan
Prior art keywords
protrusion
notch
annular plate
beam member
support
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
Application number
JP1986019750U
Other languages
Japanese (ja)
Other versions
JPS62131551U (en
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 filed Critical
Priority to JP1986019750U priority Critical patent/JPH0453406Y2/ja
Publication of JPS62131551U publication Critical patent/JPS62131551U/ja
Application granted granted Critical
Publication of JPH0453406Y2 publication Critical patent/JPH0453406Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、建築の床型枠工事において使用され
るサポートに関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to supports used in architectural floor form work.

〔従来の技術とその問題点〕[Conventional technology and its problems]

床コンクリート工事における床型枠のサポート
1は、通常第5図、第6図に示すようにその上端
で大引き2若しくは他の梁部材を支承するために
立設される。
A support 1 for a floor formwork in floor concrete work is usually erected at its upper end to support a beam member 2 or other beam member, as shown in FIGS. 5 and 6.

図中3は、前記大引き2の上部に適宜間隔で配
置される根太、4はこの根太3の上に敷設される
せき板を示す。
In the figure, numeral 3 indicates joists arranged at appropriate intervals on the upper part of the joists 2, and 4 indicates a weir plate laid on the joists 3.

このような従来のサポート1では、これを盛り
替えることなしには、その上のせき板4や大引き
2等を脱型することができない。
With such a conventional support 1, it is impossible to remove the weir plate 4, large drawer 2, etc. on it from the mold without replacing it.

また、サポート1を外し、せき板4や大引き2
を外してから再度サポート1をして床コンクリー
トに必要強度が出るまで支保することも行われて
いるが、この方法ではサポート1を外した時に床
コンクリートにたわみを生じ品質管理上好ましく
ない。
Also, remove support 1, weir plate 4 and large pull 2.
It is also a practice to remove the support 1 and then reinstall the support 1 to support the floor concrete until it has the required strength, but this method causes the floor concrete to sag when the support 1 is removed, which is not desirable in terms of quality control.

本考案の目的は前記従来例の不都合を解消し、
サポート上端での支承状態をかえることなしに梁
部材等を先に脱型でき、床型枠工事の合理化と品
質の向上が図れるサポートを提供することにあ
る。
The purpose of the present invention is to eliminate the disadvantages of the conventional example,
To provide a support that allows beam members, etc. to be demolded first without changing the supporting state at the upper end of the support, thereby streamlining floor form work and improving quality.

〔問題点を解決するための手段〕[Means for solving problems]

本考案は前記目的を達成するため、上端水平フ
ランジと中間水平フランジとを設け、該フランジ
間の丸パイプによる柱体の外周面に中間水平フラ
ンジから立上がり、上端水平フランジと中間水平
フランジの中間でその仕口面を水平に露出する上
下方向の突条を膨出形成し、また、この突条から
少し間隔を存してその上部へ多少大き目の突条を
形成し、一方、外周から少し上向きに取手を突出
し、内周に前記突条の断面積よりもわずかに大き
い相似形の切欠き形成した環状板体の下面には回
動阻止突起を突出し、この環状板体を突条が切欠
きへ嵌合するようにして柱体の外周へ上下方向に
摺動自在に取付け、内周に前記突条よりも大き目
の切欠きを有する筒体と、該筒体から左右に突出
し上面を受け面とする受部と、これも梁部材の一
部を受けるものとして筒体の上端で前後方向へ突
出する水平フランジからなる梁部材の受金物を、
前記環状板体の上に位置させ、突条を切欠きに嵌
合するようにして柱体に上下に摺動自在に取付
け、そして、突条の上端にはこの受金物が抜け出
さないような抜出し防止突片を形成したことを要
旨とするものである。
In order to achieve the above object, the present invention includes an upper horizontal flange and an intermediate horizontal flange, and a round pipe between the flanges extends from the intermediate horizontal flange to the outer peripheral surface of the column. A protrusion in the vertical direction that exposes the joint surface horizontally is formed, and a somewhat larger protrusion is formed on the upper part of the protrusion at a slight distance from the protrusion. A handle protrudes from the annular plate body, and a rotation prevention protrusion protrudes from the lower surface of the annular plate body, which has a notch of a similar shape slightly larger than the cross-sectional area of the protrusion formed on the inner periphery, and the protrusion extends through the annular plate body. A cylindrical body that is slidably attached to the outer periphery of the column in the vertical direction so as to fit into the cylindrical body, and has a notch larger than the protrusion on the inner periphery, and a receiving surface on the upper surface that protrudes left and right from the cylindrical body. A receiving part for a beam member consisting of a receiving part and a horizontal flange protruding in the front and back direction at the upper end of the cylinder which also receives a part of the beam member,
It is placed on the annular plate body, and is attached to the pillar body so that it can slide up and down so that the protrusion fits into the notch, and the upper end of the protrusion is provided with a pull-out to prevent the metal holder from slipping out. The gist is that a prevention protrusion is formed.

〔作用〕[Effect]

本考案によれば、環状板体が梁部材受金物の上
下動のストツパーとして作用し、この環状板体の
内周切欠きと突条の仕口が合致しない場合は該環
状板体とその上の梁部材受金物は所定位置に係止
される。また、環状板体を回し内周切欠きと突条
の仕口を合せれば係止が解かれ梁部材受金物とも
ども下方へスライドする。これにより、梁部材若
しくは梁部材で支承するせき板等も下がりサポー
トを残して解体できる状態となる。なお、環状板
体はサポート本体としての柱体にスリツトや孔を
設けることなく取付くのでこれを設けることで強
度低下をまねくこともない。
According to the present invention, the annular plate acts as a stopper for vertical movement of the beam member holder, and if the inner peripheral notch of this annular plate and the joint of the protrusion do not match, the annular plate and the The beam member holder is locked in place. Further, by turning the annular plate and aligning the inner peripheral notch and the joint of the protrusion, the lock is released and the beam member and the metal fitting slide downward. As a result, the beam member or the weir plate supported by the beam member will be in a state where it can be dismantled with the lower support remaining. Note that since the annular plate is attached to the column serving as the support body without providing any slits or holes, the provision of such does not result in a decrease in strength.

〔実施例〕〔Example〕

以下、図面について本考案の実施例を詳細に説
明する。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は本考案のサポートの1実施例を示す要
部の正面図、第2図、第3図は第1図のA−A
線、B−B線端面図で、本考案のサポート5はそ
の上部5aに上端水平フランジ6と中間水平フラ
ンジ7とを設け、該フランジ6,7間の丸パイプ
による柱体8の外周面に上下方向に突条9を膨出
形成した。この突条9はフランジ7から立上が
り、フランジ6,7の中間でその仕口面9aを水
平に露出する。
Figure 1 is a front view of the main parts showing one embodiment of the support of the present invention, Figures 2 and 3 are A-A in Figure 1.
The support 5 of the present invention has an upper horizontal flange 6 and an intermediate horizontal flange 7 on its upper part 5a, and a round pipe between the flanges 6 and 7 is attached to the outer peripheral surface of the column 8. The protrusion 9 was formed to bulge in the vertical direction. This protrusion 9 rises from the flange 7 and horizontally exposes its joint surface 9a between the flanges 6 and 7.

また、この突条9から少し間隔を存してその上
部へ多少大き目の突条11を形成した。
Further, a somewhat larger protrusion 11 is formed above the protrusion 9 at a slight distance from the protrusion 9.

一方、図中10は外周から少し上向きに取手1
0aを突出し、内周に前記突条9の断面積よりも
わずかに大きい相似形の切欠き10bを形成した
環状板体で、その下面には回動阻止突起10cを
突出している。そして、突条9が切欠き10bへ
嵌合するようにして該環状板体10は柱体8の外
周へ上下方向に摺動自在に取付けられる。
On the other hand, 10 in the figure indicates handle 1 slightly upward from the outer periphery.
It is an annular plate body having a protruding portion 0a and a notch 10b having a similar shape slightly larger than the cross-sectional area of the protrusion 9 on its inner periphery, and a rotation preventing protrusion 10c protruding from its lower surface. The annular plate 10 is attached to the outer periphery of the column 8 so as to be slidable in the vertical direction so that the protrusion 9 fits into the notch 10b.

なお、環状板体10の厚さは突条9と11の間
隔よりも薄いものである。
Note that the thickness of the annular plate 10 is thinner than the distance between the protrusions 9 and 11.

図中12は梁部材の受金物で、内周に前記突条
11よりも大き目の切欠き12aを有する筒体1
2bと、該筒体12bから左右に突出し上面を受
け面とする受部12cと、これも梁部材の一部を
受けるものとして筒体12bの上端で前後方向へ
突出する水平フランジ12dからなる。この梁部
材の受金物12は、前記環状板体10の上に位置
し、突条11を切欠き12aに嵌合するようにし
て柱体8に上下に摺動自在に取付けられる。そし
て、突条11の上端にはこの受金物12が抜け出
さないような抜出し防止突片13を形成した。
In the figure, 12 is a support for a beam member, and a cylindrical body 1 has a notch 12a larger than the protrusion 11 on the inner periphery.
2b, a receiving part 12c which projects left and right from the cylinder 12b and has an upper surface as a receiving surface, and a horizontal flange 12d which also receives a part of the beam member and projects in the front-rear direction at the upper end of the cylinder 12b. The metal support 12 of this beam member is located on the annular plate 10, and is attached to the column 8 so as to be slidable up and down so that the protrusion 11 fits into the notch 12a. A pull-out prevention protrusion 13 is formed at the upper end of the protrusion 11 to prevent the metal holder 12 from slipping out.

なお、このような環状板体10や梁部材の受金
物12を取付けた上部5aはその下とは一体物と
して構成してもよいが、通常のサポートに連結し
て用いられるように別体物として構成してもよ
い。
Note that the upper part 5a to which the annular plate 10 and the support 12 of the beam member are attached may be constructed as an integral part with the lower part, but it may be constructed as a separate part so as to be used in conjunction with a normal support. It may also be configured as

次に使用法について説明すると、第4図は使用
状態を示す斜視図で、図中14は梁部材、15は
せき板である。梁部材14としてはその端部が前
記受金物12の上面で着脱自在に支承され、また
側面等に設けたフランジなどでせき板15の端を
支承できるものであれば、特に形状の限定はない
が、一例としてアルミニウムの押出形材の中空体
で作られ、端に掛止ピン14aを設けたものとす
る。
Next, how to use it will be explained. FIG. 4 is a perspective view showing the state of use, and in the figure, 14 is a beam member, and 15 is a weir plate. The shape of the beam member 14 is not particularly limited as long as its end can be detachably supported on the upper surface of the metal holder 12 and the end of the weir plate 15 can be supported by a flange or the like provided on the side surface. As an example, it is assumed that it is made of a hollow extruded aluminum member, and a locking pin 14a is provided at the end.

また、せき板15についてもその端部が梁部材
14に掛着されれば一枚物でも図示のごとく枠1
5aが着いたパネル15bでもよい。
Also, if the end of the weir plate 15 is hung on the beam member 14, even if it is a single piece, the frame 1
The panel 15b to which 5a is attached may also be used.

サポート5を立て、環状板体10を突条9の仕
口面9aで回転させると、切欠き10bと突条9
の位置がずれ環状板体10は下方へ移動できなく
なる。また、板体10の回転は回動阻止突起10
cが突条9にぶつかるとそれ以上はなされない。
When the support 5 is erected and the annular plate body 10 is rotated on the closing surface 9a of the protrusion 9, the notch 10b and the protrusion 9
is displaced and the annular plate 10 cannot move downward. Further, the rotation of the plate body 10 is controlled by the rotation prevention protrusion 10.
When c collides with the protrusion 9, no further action can be taken.

このように環状板体10が固定されることでこ
れがストツパーとして作用し、上部の梁部材の受
金物12の下方への移動も阻止される。そして、
受金物12はキーとしての突条11がキー溝とし
ての切欠き12aに嵌合しているので柱体8の外
周を回つてしまうこともない。
By fixing the annular plate 10 in this manner, it acts as a stopper, and also prevents the upper beam member from moving downward of the receiving metal 12. and,
Since the protrusion 11 serving as a key fits into the notch 12a serving as a keyway, the receiving metal 12 does not go around the outer periphery of the column 8.

掛止ピン14aを受部12cの上面凹部に入
れ、また水平フランジ12dで梁部材14の一部
を支承できるようにして該受金物12に梁部材1
4を架設し、さらに梁部材14間にせき板15を
架設するが、この場合サポート5の上端水平フラ
ンジ6の上面と梁部材14の上面とせき板15の
上面とは介在物なしに打設コンクリートの下面を
直接支承できるように相互に密接しかつ同一平面
上に並ぶように配慮する。
The latching pin 14a is inserted into the recess on the upper surface of the receiving part 12c, and the beam member 1 is attached to the receiving part 12 so that a part of the beam member 14 can be supported by the horizontal flange 12d.
4 is erected, and a weir plate 15 is further erected between the beam members 14, but in this case, the upper surface of the upper end horizontal flange 6 of the support 5, the upper surface of the beam member 14, and the upper surface of the weir plate 15 are cast without any intervention. Care should be taken to line them up closely and on the same plane so that they can directly support the lower surface of the concrete.

床コンクリートを打設し、これが硬化したらハ
ンマー等の工具で取手10aをたたいて環状板体
10を切欠き10bが突条9の仕口面9aに合致
するまで回動させる。この位置決めには、回動阻
止突起10cが役立つ。
Floor concrete is poured, and when it hardens, the annular plate 10 is rotated by hitting the handle 10a with a tool such as a hammer until the notch 10b matches the joint surface 9a of the protrusion 9. The rotation prevention protrusion 10c is useful for this positioning.

このようにすると、突条9をガイドとして環状
板体10は中間水平フランジ7の所まで加工し、
これに伴い受金物12や梁部材14及びせき板1
5もその分だけ下がり、床コンクリート下面から
脱型される。そして、梁部材14及びせき板15
はサポート5の中間水平フランジ7の位置で仮支
承された状態で楽に解体することができる。
In this way, the annular plate 10 is processed up to the intermediate horizontal flange 7 using the protrusion 9 as a guide,
Along with this, the support 12, the beam member 14, and the weir plate 1
5 will also be lowered by that amount, and the mold will be removed from the bottom of the concrete floor. Then, the beam member 14 and the weir plate 15
can be easily dismantled while temporarily supported at the intermediate horizontal flange 7 of the support 5.

〔考案の効果〕[Effect of idea]

以上述べたように本考案のサポートは、該サポ
ート上端での支承状態をかえずに、梁部材やこれ
に架設されるせき板等を床コンクリートより脱型
でき、型枠の転用等工程を合理化できるとともに
床コンクリートにたわみを生じることなく品質向
上にも役立つものである。
As described above, the support of the present invention allows beam members and the sheir plates installed thereon to be removed from the floor concrete without changing the support state at the upper end of the support, streamlining processes such as reusing formwork. In addition to this, it also helps improve the quality of the concrete floor by preventing it from bending.

また、梁部材をスライドさせる機構はサポート
本体に穴やスリツトを形成することなくでき、サ
ポートとしての必要強度も低下するおそれのない
ものである。
Further, the mechanism for sliding the beam member can be made without forming holes or slits in the support body, and there is no risk of reducing the strength required for the support.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案のサポートの1実施例を示す要
部の正面図、第2図は第1図のA−A線端面図、
第3図は同じく第1図のB−B線端面図、第4図
は使用状態を示す斜視図、第5図は従来例を示す
正面図、第6図は同上側面図である。 1……サポート、2……大引き、3……根太、
4……せき板、5……サポート、5a……上部、
6……上端水平フランジ、7……中間水平フラン
ジ、8……柱体、9,11……突条、9a……仕
口面、10……環状板体、10a……取手、10
b……切欠き、10c……回動阻止突起、12…
…梁部材の受金物、12a……切欠き、12b…
…筒体、12c……受部、12d……水平フラン
ジ、13……抜出し防止突片、14……梁部材、
14a……掛止ピン、15……せき板、15a…
…枠、15b……パネル。
Fig. 1 is a front view of essential parts showing one embodiment of the support of the present invention, Fig. 2 is an end view taken along line A-A in Fig. 1,
3 is a BB line end view of FIG. 1, FIG. 4 is a perspective view showing the state of use, FIG. 5 is a front view of the conventional example, and FIG. 6 is a side view of the same. 1... Support, 2... Large pull, 3... Joist,
4... Weir plate, 5... Support, 5a... Upper part,
6... Upper end horizontal flange, 7... Intermediate horizontal flange, 8... Column body, 9, 11... Projection, 9a... Connection surface, 10... Annular plate, 10a... Handle, 10
b...notch, 10c...rotation prevention protrusion, 12...
...Bracket for beam member, 12a...Notch, 12b...
... Cylindrical body, 12c ... Receiving part, 12d ... Horizontal flange, 13 ... Extraction prevention protrusion, 14 ... Beam member,
14a... Latching pin, 15... Weir plate, 15a...
...frame, 15b...panel.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上端水平フランジ6と中間水平フランジ7とを
設け、該フランジ6,7間の丸パイプによる柱体
8の外周面にフランジ7から立上がり、フランジ
6,7の中間でその仕口面9aを水平に露出する
上下方向の突条9を膨出形成し、また、この突条
9から少し間隔を存してその上部へ多少大き目の
突条11を形成し、一方、外周から少し上向きに
取手10aを突出し、内周に前記突条9の断面積
よりもわずかに大きい相似形の切欠き10bを形
成した環状板体10の下面には回動阻止突起10
cを突出し、この環状板体10を突条9が切欠き
10bへ嵌合するようにして柱体8の外周へ上下
方向に摺動自在に取付け、内周に前記突条11よ
りも大き目の切欠12aを有する筒体12bと、
該筒体12bから左右に突出し上面を受け面とす
る受部12cと、これも梁部材の一部を受けるも
のとして筒体12bの上端で前後方向へ突出する
水平フランジ12dからなる梁部材の受金物12
を、前記環状板体10の上に位置させ、突条11
を切欠き12aに嵌合するようにして柱体8に上
下に摺動自在に取付け、そして、突条11の上端
にはこの受金物12が抜け出さないような抜出し
防止突片13を形成したことを特徴とするサポー
ト。
An upper end horizontal flange 6 and an intermediate horizontal flange 7 are provided, and a round pipe between the flanges 6 and 7 is provided on the outer circumferential surface of the column 8, rising from the flange 7, and the joint surface 9a thereof is horizontal between the flanges 6 and 7. The exposed vertical protrusion 9 is formed in a bulging manner, and a somewhat larger protrusion 11 is formed at the upper part of the protrusion 9 at a slight distance from the protrusion 9. On the other hand, a handle 10a is formed slightly upward from the outer periphery. A rotation prevention protrusion 10 is provided on the lower surface of the annular plate body 10 that protrudes and has a notch 10b of a similar shape slightly larger than the cross-sectional area of the protrusion 9 on the inner periphery.
c protrudes, and this annular plate body 10 is attached to the outer periphery of the column 8 so as to be slidable in the vertical direction so that the protrusion 9 fits into the notch 10b. a cylindrical body 12b having a notch 12a;
A beam member receiving part 12c that protrudes left and right from the cylinder 12b and has an upper surface as a receiving surface, and a horizontal flange 12d that also receives a part of the beam member and projects in the front-rear direction at the upper end of the cylinder 12b. Hardware 12
is positioned on the annular plate body 10, and the protrusion 11
is fitted to the notch 12a so as to be slidable up and down on the column 8, and a pull-out prevention protrusion 13 is formed at the upper end of the protrusion 11 to prevent the metal holder 12 from slipping out. Support featuring.
JP1986019750U 1986-02-13 1986-02-13 Expired JPH0453406Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986019750U JPH0453406Y2 (en) 1986-02-13 1986-02-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986019750U JPH0453406Y2 (en) 1986-02-13 1986-02-13

Publications (2)

Publication Number Publication Date
JPS62131551U JPS62131551U (en) 1987-08-19
JPH0453406Y2 true JPH0453406Y2 (en) 1992-12-15

Family

ID=30814623

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986019750U Expired JPH0453406Y2 (en) 1986-02-13 1986-02-13

Country Status (1)

Country Link
JP (1) JPH0453406Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59167147U (en) * 1983-04-26 1984-11-09 株式会社 ケ−・エツチ・ケ− Support and release device for concrete pouring panels

Also Published As

Publication number Publication date
JPS62131551U (en) 1987-08-19

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