JPH04101455U - End supports of stacked temporary support frames - Google Patents
End supports of stacked temporary support framesInfo
- Publication number
- JPH04101455U JPH04101455U JP1220691U JP1220691U JPH04101455U JP H04101455 U JPH04101455 U JP H04101455U JP 1220691 U JP1220691 U JP 1220691U JP 1220691 U JP1220691 U JP 1220691U JP H04101455 U JPH04101455 U JP H04101455U
- Authority
- JP
- Japan
- Prior art keywords
- stacked
- temporary support
- support
- support frame
- joint
- 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.)
- Granted
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
(57)【要約】
【目的】 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、しかも、積上体との連結操作も極めて容易にで
きる。
【構成】 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2相互間に連結杆3を架設し、且つ一方の支柱2の下
端又は上端に積上式仮設支持枠の中程の積上体連結用の
継手4を設ける。
(57) [Summary] [Purpose] To easily and horizontally install the top bracket and the bottom jack base of a stacking type temporary support frame in places where normal foundation frames and top frames cannot be used for some reason. It can be supported reliably, and the connection operation with the stacked body can be performed extremely easily. [Structure] A connecting rod 3 is erected between a pair of pillars 2 of the same length as appropriate to support the uppermost bracket and the lowermost jack base of the stacked temporary support frame, and the lower end of one of the pillars 2. Alternatively, a joint 4 for connecting the stacked bodies in the middle of the stacked temporary support frame is provided at the upper end.
Description
【0001】0001
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。 This invention is mainly used for concrete slabs under heavy loads at construction sites etc. , support prefabricated balconies and slabs, and even walkway scaffolding. The top bracket and the bottom jack bench of the stacking type temporary support frame that supports the board. Regarding the end supports of stacked temporary support frames used to support the ground horizontally. It is.
【0002】0002
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。 Traditionally, heavy-load concrete slabs and prefabricated concrete slabs were used at construction sites. When supporting balconies, slabs, walkway scaffolding, etc., connect several plug-in tubes to the lowest end. Position the jack base at the top and place the support pin or bolt so that the Support it with an appropriate number of pipe supports connected with Several braces or cloth between a pair of building frames that have a base and a metal fitting at the upper end. The frame was supported by a frame support.
【0003】0003
ところが、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。 However, since the height of the insertion pipe and building frame is preset, only one type of pipe can be used. Supports and framework supports include concrete slabs, prefabricated balconies and slabs. Not only is it not possible to adapt to all heights of ladders, walkway scaffolding boards, etc. , requires accessory parts such as support pins and support bolts, making quick assembly difficult. It was.
【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。0004 Therefore, in view of the above-mentioned issues, we developed a foundation frame with a jack base supported at the bottom. and concrete slabs, prefabricated balconies and slabs, walkway scaffolding boards, etc. Stacking bodies of different heights are stacked alternately in a frame shape in the middle to correspond to various heights. , the top frame supporting the bracket on the top, and accessory parts such as support pins and support bolts. We devised a stacking type temporary support frame that can be quickly assembled without requiring any additional work. However, if for some reason the normal foundation frame and top frame cannot be used, The uppermost temporary support frame and the lowermost jack base can be easily and easily placed horizontally. Not only does it provide reliable support, but it also makes it extremely easy to connect it to the stack. The purpose of the present invention is to provide an end support for a stacking type temporary frame.
【0005】[0005]
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、且つ一方の支柱の下端又は上端に積上式仮設支持枠の中程の 積上体連結用の継手を設けたものである。 In order to achieve the above-mentioned purpose, the present invention has been developed to Between a pair of supports of the same length that support the bracket and the lowest jack base. A connecting rod is erected at the bottom or the top of one of the pillars, and the middle of the stacking type temporary support frame is installed at the bottom or top of one of the pillars. It is equipped with a joint for connecting the stacked bodies.
【0006】[0006]
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、積上式仮設支持枠の中程に高さが異なる積上体を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。 By using the above-mentioned technical means, heavy loads can be removed at construction sites, etc. Supports concrete slabs, prefabricated balconies and slabs, walkway scaffolding boards, etc. Stacks of different heights are stacked one after another in a frame-like manner in the middle of the temporary stacking support frame. Attach a joint to the lower or upper part of the pillar of the opposite stack at the lowest or highest level. Connect the upper or lower struts of the end supports of the present invention facing upward or downward to each other. are inserted from below or above via the can be supported horizontally by inserting a jack base into the top from below or above. Ru. Further, the support column and the joint can be connected to each other only by means of insertion.
【0007】[0007]
以下、本考案の一実施例を図面に基づいて説明する。 Hereinafter, one embodiment of the present invention will be described based on 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、且つ一方の支柱2の 下端又は上端に積上式仮設支持枠Aの中程の積上体D連結用の継手4を設けたも のである。[0008] As shown in FIGS. 1 to 5, the end support 1 of the stacked temporary support frame A of the present invention has the following features: Supports the top bracket B and the bottom jack base C of the stacking type temporary support frame A. A connecting rod 3 is installed between a pair of columns 2 of the same length as appropriate, and one of the columns 2 is A joint 4 for connecting the stacked body D in the middle of the stacked temporary support frame A is provided at the lower end or upper end. It is.
【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。[0009] In other words, as shown in Figure 1, round pipe-shaped parallel pipes with the same length of about 20 mm to 50 mm A pair of struts 2 are braced at both ends (upper end in the figure) and locked at both ends. Weld a square pipe-shaped connecting rod 3 with a locking hole 5 for locking the claw F and locking pin G. It is constructed by means, etc., and a stacked temporary support is provided at the other end (lower end in the figure) of one of the pillars 2. Shaped so that a cylindrical joint 4 for connecting the stacked body D in the middle of the frame A is attached by welding or the like. has been completed.
【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。0010 Moreover, as shown in FIG. It is almost the same as , and the inner diameter on the tip side is slightly larger than the outer diameter of the support column H of the stack D. At the tip of the cylindrical joint body 6, a guide portion 7 for guiding the connection of the column H of the stacked body D is attached. It is provided so as to expand in a trumpet shape in the direction, and is located approximately at the vertical center of the joint body 6. is provided with a bulging portion 8 for reinforcement, and furthermore, water/water is provided near the tip and base end of the joint body 6. Drill an appropriate number of through holes 9 at appropriate intervals for air venting and checking the connection between the struts 2 and H. It is formed to do so. According to this joint 4, the support column H of the stack D is guided by the guide portion 7. Insert it easily while guiding it along the , and securely match the end faces of struts 2 and H with each other. Not only can water and air escape from each through hole 9, but also the area near the tip can be connected to Coupled with the fact that the connection state of the columns 2 and H can be confirmed through the through hole 9 of the The operation of connecting the body D with the support column H can be made easier, and the occurrence of rust etc. can be prevented, and furthermore, The reinforcement in the vertical direction can be significantly increased by the bulging portion 8.
【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。[0011] Next, the usage state of the end support 1 of the present invention will be explained as shown in FIGS. 3 to 5. Concrete slabs and prefabricated bumpers with heavy loads are used at construction sites, etc. When supporting lucony, slabs, walkway scaffolding boards, etc., first, stacking type temporary support frame A Stacks D of different heights are stacked one after another in a frame shape in the middle, and the relative orientation of the lowest The end support 1 of the present invention with the joint 4 facing upward is attached to the bottom of the support H of the stack D. The upper parts of the pillars 2 are inserted from below through each other's joints I and 4 to connect them, and each end of the pillars is connected. Insert the jack base C from below into the bottom of the column 2 of the support body 1 and support it horizontally. . Next, in the middle of the stacking type temporary support frame A, the top layer is stacked alternately in a frame-like manner. The end support 1 of the present invention has the joint 4 facing downward on the top of the column H of the opposing stack D. The lower parts of the pillars 2 are inserted from above through the joints I and 4 to connect them, respectively. A receiving metal fitting B is inserted from above into the upper part of the column 2 of each end support 1 to support it horizontally. still In this case, after supporting the bracket B and the jack base C, each end support of the present invention is A spacing rod J is provided between the supports 2 of the body 1 facing each other in the horizontal direction, It should be hung via the hooks K at both ends.
【0012】0012
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、且つ一方の支柱の下端又は上端に積上式仮設支持枠の中程の積上体連 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、積上式仮設支持枠の中程に高さが異なる積上体を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。 As mentioned above, the end support of the present invention is the top support of the stacking type temporary support frame. Connecting rods should be connected between a pair of supports of the same length to support the lowermost jack base. erect a stacked structure in the middle of the stacked temporary support frame at the lower end or upper end of one of the pillars. Because it is formed with a joint for connection, it is suitable for heavy loads at construction sites, etc. For supporting concrete slabs, prefabricated balconies and slabs, walkway scaffolding boards, etc. When installing, stacks of different heights are stacked one after another in a frame shape in the middle of the stacking type temporary support frame. , and then attach the joint to the bottom or top of the pillars of the opposite stacks at the lowest or highest level. The upper or lower struts of the end supports of the present invention, which are facing upward or downward, are connected to each other at the joints. The bottom or top of each end support is connected by inserting it from below or above through the The jack base can be inserted into the top from below or above to support it horizontally, so it can be easily In places where normal foundation frames and top frames cannot be used for some reason, stacking type temporary support frames are used. The top bracket and the bottom jack base can be easily and securely supported horizontally. . Not only that, but since they can be connected only by inserting the support and the joint, it is easy to stack up. The connection operation with the body is also 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 longitudinal sectional front view of a joint connected to a stack.
【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 the state of use.
【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 connection portion between the stacked body and the receiving metal fitting.
【図5】図3の筋交いの斜視図である。FIG. 5 is a perspective view of the brace of FIG. 3;
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 Post 3
Connecting rod 4 Joint 5 Locking hole 6
Joint body 7 Guide section 8 Swelling section 9
Through hole A Stacking type temporary support frame B Bracket C
Jack base D Stacked body E Bracing F
Locking claw G Locking pin H Post 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、且つ一方の支柱の下端
又は上端に積上式仮設支持枠の中程の積上体連結用の継
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。Claim 1: A connecting rod is erected between a pair of pillars of the same length as appropriate to support the uppermost bracket and the lowermost jack base of the stacking type temporary support frame, and the lower end of one of the pillars or 1. An end support for a stacked temporary support frame, characterized in that a joint for connecting a middle stacked body of the stacked temporary support frame is provided at the upper end.
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 true JPH04101455U (en) | 1992-09-02 |
| JPH083576Y2 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) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07279418A (en) * | 1994-04-06 | 1995-10-27 | Asahi Sangyo Kk | Temporary structure |
Citations (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
Patent Citations (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 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07279418A (en) * | 1994-04-06 | 1995-10-27 | Asahi Sangyo Kk | Temporary structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH083576Y2 (en) | 1996-01-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20150068011A1 (en) | Scaffold and methods for installing or removing such a scaffold | |
| CN117306831A (en) | A method of erecting disc-buckle scaffolding | |
| JP2018145783A (en) | Pipe support bearing implement, bearing structure and bearing method | |
| JP2524897B2 (en) | Beam formwork receiver in formwork support device | |
| JPH1150653A (en) | Scaffolding plate support frame, method of mounting and removing the same, and method of constructing reinforced concrete wall using the same | |
| JPH04101455U (en) | End supports of stacked temporary support frames | |
| CN116696055B (en) | Construction decoration method for cantilever structure of flat roof framework layer | |
| CN219691041U (en) | Construction support system | |
| CN215631489U (en) | Building templates operation platform | |
| JP2878589B2 (en) | Temporary structure | |
| JP3671061B2 (en) | Suspension staircase and its temporary method | |
| CN113202281A (en) | Building templates operation platform | |
| CN213837623U (en) | Multipurpose combined scaffold | |
| JP3037076U (en) | Temporary support device for hoop or horizontal reinforcement | |
| JP2542018Y2 (en) | End support frame of stacked temporary support frame | |
| CN217295330U (en) | Fixed collapse-prevention combined storage rack for high-rise assembled prefabricated wall | |
| CN216552932U (en) | Scaffold | |
| KR102946254B1 (en) | Clamp System Scaffold and Method for Constructing the Same | |
| CN213979019U (en) | Concrete foundation raft support frame and raft with same | |
| JPH0447300Y2 (en) | ||
| CN222375922U (en) | Construction support frame for steel structure edge reinforced concrete lower hanging plate and upper turning plate | |
| CN223202698U (en) | A movable scaffold with high safety and protection | |
| CN217461723U (en) | Assembling type enclosure structure for construction site | |
| AU2009311252B2 (en) | Scaffold system | |
| CN217000888U (en) | Formwork diagonal bracing tool |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19960730 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |