JPH083576Y2 - End support of stacking type temporary support frame - Google Patents
End support of stacking type temporary support frameInfo
- Publication number
- JPH083576Y2 JPH083576Y2 JP1991012206U JP1220691U JPH083576Y2 JP H083576 Y2 JPH083576 Y2 JP H083576Y2 JP 1991012206 U JP1991012206 U JP 1991012206U JP 1220691 U JP1220691 U JP 1220691U JP H083576 Y2 JPH083576 Y2 JP H083576Y2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- support
- type temporary
- stacking
- support frame
- 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
Links
- 238000010276 construction Methods 0.000 description 7
- 239000002184 metal Substances 0.000 description 4
- 210000000078 claw Anatomy 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000000740 bleeding effect Effects 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、主として建築の工事現
場等において重い荷重のコンクリートスラブを支持した
り、プレハブのバルコニーやスラブを支持したり、更に
は通路用足場板を支持したりする積上式仮設支持枠の最
上部の受金具及び最下部のジャッキベースを水平に支持
する際に使用される積上式仮設支持枠の端部支持体に関
するものである。[Industrial application] The present invention mainly supports a heavy load concrete slab, a prefabricated balcony or slab, or a passage scaffolding at a construction site. The present invention relates to an end supporter of a stack-up type temporary support frame used when horizontally supporting the uppermost metal fitting and the lowermost jack base of the upper type temporary support frame.
【0002】[0002]
【従来の技術】従来、建築の工事現場等において重い荷
重のコンクリートスラブ、プレハブのバルコニーやスラ
ブ、通路用足場板等を支持する際は、数本の差込み管を
最下端にジャッキベースを位置し最上端に受金具を位置
するように支持ピンや支持ボルト等で連結された適数本
のパイプサポートで支持したり、或いは下端にジャッキ
ベースを有し、且つ上端に受金具を有する一対の建枠相
互間に数本の筋交いや布枠を架設した枠組サポートで支
持したりしていた。また、連結杆の両端に、上下に嵌合
凹部又は嵌合凸部を設けた支柱を取付けた連結枠と、こ
れに嵌合する2本の垂直単管を水平材で連結した枠体と
の組合わせるものが殆どであった。2. Description of the Related Art Conventionally, when supporting heavy-load concrete slabs, prefabricated balconies and slabs, scaffolding boards for passages, etc., at construction sites of construction, etc., a jack base is positioned with a few insertion pipes at the bottom end. Support a suitable number of pipe supports connected by support pins or support bolts so that the bracket is located at the uppermost end, or have a jack base at the lower end and a bracket at the upper end. It was supported by several frame braces between the frames and a frame support that erected a cloth frame. In addition, a connecting frame in which columns having fitting recesses or fitting protrusions are provided on both ends of the connecting rod, and a frame body in which two vertical single pipes fitted to this are connected by a horizontal member. Most of them were combined.
【0003】[0003]
【考案が解決しようとする課題】ところが、前者は、差
込み管や建枠の高さが予め設定されているため、1 種類
のパイプサポートや枠組サポートでは、コンクリートス
ラブ、プレハブのバルコニーやスラブ、通路用足場板等
のあらゆる高さに対応させることができないばかりでな
く、支持ピンや支持ボルト等の付属部品を要するため、
迅速な組立作業ができなかった。また、後者は、積上体
との連結操作が面倒であった。[Problems to be solved by the invention] However, in the former case, since the heights of the plug-in pipe and the building frame are set in advance, one type of pipe support or frame support requires concrete slabs, prefabricated balconies or slabs, and corridors. Not only is it not possible to support all heights of scaffolding boards, etc., but it also requires accessory pins such as support pins and bolts.
I could not do quick assembly work. In the latter case, the operation of connecting with the stack is troublesome.
【0004】そこで、上述のような課題に鑑みて、下部
にジャッキベースを支持した基礎枠と、コンクリートス
ラブ、プレハブのバルコニーやスラブ、通路用足場板等
のあらゆる高さに対応させて中程に枠状に交互に順次積
上げる高さが異なる積上体と、上部に受金具を支持した
最上部枠とを、支持ピンや支持ボルト等の付属部品を要
することなく、迅速に組立てできるような積上式仮設支
持枠を案出し、本考案はそのうち、何等かの理由で通常
の基礎枠及び最上部枠が使用できない場所に積上式仮設
支持枠の最上部の受金具及び最下部のジャッキベースを
水平に簡単且つ確実に支持できるようにするばかりでな
く、積上体との連結操作も極めて容易にできるような積
上式仮設枠の端部支持体を提供するものである。In view of the above-mentioned problems, the foundation frame supporting the jack base in the lower portion, concrete slabs, prefabricated balconies and slabs, scaffolding boards for passages, etc. are supported at any height in the middle. It is possible to quickly assemble a stacking body with different heights that are stacked alternately in a frame shape and an uppermost frame that supports a receiving metal fitting on the upper part, without requiring accessory parts such as support pins and support bolts. A stackable temporary support frame was devised, and the present invention proposes that the uppermost bracket and the lowermost jack of the stackable temporary support frame are placed in places where the normal foundation frame and the top frame cannot be used for some reason. (EN) An end supporter for a stacking type temporary frame that not only allows the base to be supported horizontally and simply but surely, but can also be very easily connected to the stacking body.
【0005】[0005]
【課題を解決するための手段】本考案は、上述のような
目的を達成するために、積上式仮設支持枠の最上部の受
金具及び最下部のジャッキベースを支持する適宜同一長
さの一対の支柱相互間に連結杆を架設し、且つこの連結
杆を中心にして点対称となる支柱の端部位置の片側のみ
に積上体連結用の継手を設けたものである。SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, the present invention supports the uppermost metal fitting and the lowermost jack base of a stacking type temporary support frame with the same length. A connecting rod is installed between a pair of columns, and a stacking body connecting joint is provided only on one side of an end position of the column which is point-symmetrical with respect to the connecting rod.
【0006】[0006]
【作用】そして、上述のような技術的手段により、建築
の工事現場等において重い荷重のコンクリートスラブ、
プレハブのバルコニーやスラブ、通路用足場板等を支持
する際に、本願考案の端部支持体を一対ずつ向かい合わ
せた状態で90度の位相をもたせて枠状に交互に順次積
上げ、その最下位又は最上位の相対向する積上体の支柱
下部又は上部に、継手を上向き又は下向きにした本考案
の端部支持体の支柱上部又は下部を、互いの継手を介し
て下方又は上方から差込んで夫々連結し、この各端部支
持体の支柱下部又は上部にジャッキベースを下方又は上
方から差込んで水平に支持できるようにする。また、支
柱と継手との差込手段のみで夫々連結できるようにす
る。Then, by the technical means as described above, the concrete slab with a heavy load at the construction site of the building,
When supporting prefabricated balconies, slabs, passageway scaffolds, etc., the end supports of the present invention are stacked one after another in a frame shape with 90 degrees phase facing each other, and the lowest Alternatively, the upper or lower struts of the end support of the present invention with the joints facing upward or downward are inserted into the lower or upper struts of the uppermost opposing stacks from below or from above through the joints of each other. The jack bases can be inserted into the lower or upper part of the columns of the respective end support members so as to be horizontally supported. In addition, the columns and the joints can be connected only by inserting means.
【0007】[0007]
【実施例】以下、本考案の一実施例を図面に基づいて説
明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings.
【0008】本考案の積上式仮設支持枠Aの端部支持体
1は、図1乃至図5に示すように、積上式仮設支持枠A
の最上部の受金具B及び最下部のジャッキベースCを支
持する適宜同一長さの一対の支柱2相互間に連結杆3を
架設し、且つこの連結杆3を中心にして点対称となる支
柱2の端部位置の片側のみに積上体D連結用の継手4を
設けたものである。The end support 1 of the stacking type temporary supporting frame A of the present invention is, as shown in FIGS. 1 to 5, a stacking type temporary supporting frame A.
Of the uppermost bracket B and the lowermost jack base C, a connecting rod 3 is installed between a pair of supporting rods 2 of the same length as appropriate, and the supporting rod is point-symmetrical about the connecting rod 3. The joint 4 for connecting the stacked body D is provided only on one side of the end position of 2.
【0009】すなわち、図1に示すように、20mm〜50mm
程度の同一長さで丸パイプ状の平行な一対の支柱2一端
部(図中は上端部)相互間に、両端部に筋交いE両端の
係止爪F及び係止ピンG係止用の係止孔5が穿設された
角パイプ状の連結杆3を溶接手段等にて架設し、且つ一
方の支柱2の他端(図中は下端)には積上式仮設支持枠
Aの中程の積上体D連結用の筒状の継手4を溶接手段等
にて取付けるように形成されている。That is, as shown in FIG. 1, 20 mm to 50 mm
A pair of parallel pipes 2 having the same length and having a round shape are parallel to each other between one end portions (upper end portions in the drawing) of the pair, and are engaged with each other at both ends E. Locking claws F and locking pins G for locking. A square pipe-shaped connecting rod 3 with a stop hole 5 is erected by welding means or the like, and the other end (lower end in the figure) of one of the columns 2 is in the middle of the stacking type temporary support frame A. The tubular joint 4 for connecting the stacked body D is formed to be attached by welding means or the like.
【0010】また、前記継手4は、図2にも示すよう
に、基端部の内径が前記支柱2の外径と略同一で、先端
部側の内径が積上体Dの支柱Hの外径より若干大径に成
形された筒状の継手本体6の先端部に積上体Dの支柱H
連結案内用の案内部7を、先端方向へラッパ状に拡開さ
れるように設け、且つ継手本体6の上下方向略中央部に
は補強用の膨出部8を設け、更に、継手本体6の先端部
近傍及び基端部には水・空気抜き及び支柱2,H同志の
連結確認用の適数個の貫通孔9を適宜間隔に穿設するよ
うに形成されている。この継手4によれば、積上体Dの
支柱Hを案内部7に沿って案内させながら容易に差込ん
で支柱2,Hの端面同志を突合わせて確実に連結できる
ばかりでなく、各貫通孔9から水や空気を抜けることと
先端部近傍の貫通孔9から支柱2,H同志の連結状態を
確認できることとが相俟って、積上体Dの支柱Hとの連
結操作が一層容易にでき、且つ錆等の発生も防止でき、
更には膨出部8によって上下方向の補強を著しく増大さ
せることができる。Further, as shown in FIG. 2, the joint 4 has an inner diameter at the base end portion substantially the same as the outer diameter of the support column 2 and an inner diameter on the tip end side of the support column H of the stack D. The column H of the stacking body D is attached to the tip of the tubular joint body 6 that is slightly larger than the diameter.
A guide portion 7 for connecting and guiding is provided so as to be expanded in a trumpet shape toward the tip end, and a bulging portion 8 for reinforcement is provided at a substantially central portion of the joint body 6 in the vertical direction. A proper number of through holes 9 for water / air bleeding and confirmation of connection between the stanchions 2 and H are formed at appropriate intervals in the vicinity of the front end portion and the base end portion. According to this joint 4, not only can the pillar H of the stacked body D be easily inserted while being guided along the guide portion 7 and the end faces of the pillars 2 and H can be abutted to each other for reliable connection, but also each penetration Combined with the fact that water or air can escape from the hole 9 and the connection state of the columns 2 and H can be confirmed from the through hole 9 near the tip, the connection operation with the column H of the stack D is easier. It can also prevent the occurrence of rust etc.,
Further, the bulging portion 8 can remarkably increase the vertical reinforcement.
【0011】次に、本考案の端部支持体1の使用状態を
説明すると、図3乃至図5に示すように、建築の工事現
場等において重い荷重のコンクリートスラブ、プレハブ
のバルコニーやスラブ、通路用足場板等を支持する際
に、先ず積上式仮設支持枠Aの中程に高さが異なる積上
体Dを枠状に交互に順次積上げ、その最下位の相対向す
る積上体Dの支柱H下部に、継手4を上向きにした本考
案の端部支持体1の支柱2上部を、互いの継手I,4を
介して下方から差込んで夫々連結し、この各端部支持体
1の支柱2下部にジャッキベースCを下方から差込んで
水平に支持する。次に、積上式仮設支持枠Aの中程に枠
状に交互に順次積上げられた最上位の相対向する積上体
Dの支柱H上部に、継手4を下向きにした本考案の端部
支持体1の支柱2下部を、互いの継手I,4を介して上
方から差込んで夫々連結し、この各端部支持体1の支柱
2上部に受金具Bを上方から差込んで水平に支持する。
尚、この場合、受金具B及びジャッキベースCの支持後
には、本考案の各端部支持体1の互いに相手方との水平
方向へ相対向する支柱2相互間に間隔保持杆Jを、両端
のフックKを介して掛止するようにする。Next, the usage of the end support 1 of the present invention will be described. As shown in FIGS. 3 to 5, concrete slabs with heavy loads, prefabricated balconies and slabs, and passageways are used at construction sites of construction. When supporting a scaffolding board or the like, first, stacking bodies D having different heights in the middle of the stacking type temporary support frame A are alternately stacked in a frame shape, and the stacking bodies D facing each other at the lowest position are stacked. In the lower part of the column H, the upper part of the column 2 of the end support 1 of the present invention in which the joint 4 is directed upward is inserted from below through the mutual joints I and 4, and is connected to each end support. The jack base C is inserted into the lower part of the column 2 of 1 to support it horizontally. Next, the end of the present invention in which the joint 4 is faced downward on the upper part of the pillar H of the uppermost stacking body D alternately stacked in a frame shape in the middle of the stacking type temporary support frame A. The lower portions of the columns 2 of the support 1 are inserted and connected from above via the mutual joints I and 4, respectively, and the brackets B are inserted into the upper portions of the columns 2 of each end support 1 from above to make them horizontal. To support.
In this case, after the support bracket B and the jack base C are supported, the spacing rods J are provided between the columns 2 of the end supports 1 of the present invention, which are opposed to each other in the horizontal direction. Make sure to hook via hook K.
【0012】それに、本考案の積上式仮設支持枠Aの端
部支持体1は、図1には積上式仮設支持枠Aの上端に使
用する上端枠(エンドフレーム)が示されているが、図
6に示すように、積上式仮設支持枠Aの中間には、図1
の支柱2の上端に継手4がある中間枠(スタッキングフ
レーム)を使用するのは勿論である。In addition, as the end support 1 of the stacking type temporary support frame A of the present invention, an upper end frame (end frame) used for the upper end of the stacking type temporary support frame A is shown in FIG. However, as shown in FIG. 6, in the middle of the stacking type temporary support frame A,
It goes without saying that an intermediate frame (stacking frame) having a joint 4 at the upper end of the column 2 is used.
【0013】[0013]
【考案の効果】本考案の端部支持体は、上述のように、
積上式仮設支持枠の最上部の受金具及び最下部のジャッ
キベースを支持する適宜同一長さの一対の支柱相互間に
連結杆を架設し、且つこの連結杆を中心にして点対称と
なる支柱の端部位置の片側のみに積上体連結用の継手を
設けるように形成したから、建築の工事現場等において
重い荷重のコンクリートスラブ、プレハブのバルコニー
やスラブ、通路用足場板等を支持する際に、本願考案の
端部支持体を一対ずつ向かい合わせた状態で90度の位
相をもたせて枠状に交互に順次積上げ、その最下位又は
最上位の相対向する積上体の支柱下部又は上部に、継手
を上向き又は下向きにした本考案の端部支持体の支柱上
部又は下部を、互いの継手を介して下方又は上方から差
込んで夫々連結し、この各端部支持体の支柱下部又は上
部にジャッキベースを下方又は上方から差込んで水平に
支持できるため、何等かの理由で通常の基礎枠及び最上
部枠が使用できない場所に積上式仮設支持枠の最上部の
受金具及び最下部のジャッキベースを水平に簡単且つ確
実に支持できる。そればかりでなく、支柱と継手との差
込手段のみで夫々連結できるため、積上体との連結操作
も極めて容易である。The end support of the present invention, as described above,
A connecting rod is installed between a pair of struts of the same length that supports the uppermost bracket and the lowermost jack base of the stacking type temporary support frame, and is point-symmetrical about this connecting rod. Since it is formed so that a joint for stacking body connection is provided only on one side of the end of the pillar, it supports heavy-load concrete slabs, prefabricated balconies and slabs, scaffolding boards for passageways, etc. at construction sites, etc. At this time, the end supports of the present invention are piled up alternately in a frame shape with a pair of end supports facing each other at 90 ° phase, and the bottom or top of the supporting pillars of the stacking body facing each other or The upper part or the lower part of the pillar of the end support of the present invention, in which the joint is directed upward or downward, is connected to the upper part by inserting them from below or from above through the respective joints, and the lower part of the pillar of each end support is connected. Or jack jack on top Since it can be horizontally supported by inserting it from below or above, in the place where the normal foundation frame and the top frame cannot be used for some reason, the uppermost bracket of the stacking type temporary support frame and the jack base at the bottom Can be supported horizontally and easily and reliably. Not only that, but since the columns and the joints can be connected to each other only by the inserting means, the connecting operation with the stacking body is extremely easy.
【図1】本考案の一実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.
【図2】積上体と連結した継手の拡大縦断正面図であ
る。FIG. 2 is an enlarged vertical cross-sectional front view of a joint connected to a stacked body.
【図3】使用状態を示す全体斜視図である。FIG. 3 is an overall perspective view showing a usage state.
【図4】同上の積上体及び受金具との連結部分を示す一
部切欠き正面図である。FIG. 4 is a partially cutaway front view showing a connecting portion with the above-mentioned stacking body and a receiving metal fitting.
【図5】図3の筋交いの斜視図である。5 is a perspective view of the brace of FIG.
【図6】本考案の他の実施例を示す斜視図である。FIG. 6 is a perspective view showing another embodiment of the present invention.
1 端部支持体 2 支柱 3
連結杆 4 継手 5 係止孔 6
継手本体 7 案内部 8 膨出部 9
貫通孔 A 積上式仮設支持枠 B 受金具 C
ジャッキベース D 積上体 E 筋交い F
係止爪 G 係止ピン H 支柱 I
継手 J 間隔保持杆 K フック1 End support 2 Support 3
Connection rod 4 Joint 5 Locking hole 6
Joint body 7 Guide part 8 Swelling part 9
Through hole A Stacking type temporary support frame B Receiving bracket C
Jack base D Stacked body E Brace F
Locking claw G Locking pin H Strut I
Joint J Spacing rod K hook
Claims (1)
最下部のジャッキベースを支持する適宜同一長さの一対
の支柱相互間に連結杆を架設し、且つこの連結杆を中心
にして点対称となる支柱の端部位置の片側のみに積上体
連結用の継手を設けたことを特徴とする積上式仮設支持
枠の端部支持体。1. A connecting rod is erected between a pair of struts of the same length for supporting the uppermost bracket and the lowermost jack base of the stacking type temporary support frame, and the connecting rod is the center.
An end support of a stacking type temporary support frame, characterized in that a joint for stacking body connection is provided only on one side of an end position of a column which is point-symmetrical .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1991012206U JPH083576Y2 (en) | 1991-02-12 | 1991-02-12 | End support of stacking type temporary support frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1991012206U JPH083576Y2 (en) | 1991-02-12 | 1991-02-12 | End support of stacking type temporary support frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04101455U JPH04101455U (en) | 1992-09-02 |
| JPH083576Y2 true JPH083576Y2 (en) | 1996-01-31 |
Family
ID=31746022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1991012206U Expired - Lifetime JPH083576Y2 (en) | 1991-02-12 | 1991-02-12 | End support of stacking type temporary support frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH083576Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2878589B2 (en) * | 1994-04-06 | 1999-04-05 | アサヒ産業株式会社 | Temporary structure |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5158366A (en) * | 1974-11-19 | 1976-05-21 | Seiji Umeda | Magarijakuno memorizukehoho |
| JPS5745304U (en) * | 1980-08-26 | 1982-03-12 |
-
1991
- 1991-02-12 JP JP1991012206U patent/JPH083576Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04101455U (en) | 1992-09-02 |
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