JPH04124371A - Form for column - Google Patents
Form for columnInfo
- Publication number
- JPH04124371A JPH04124371A JP24545590A JP24545590A JPH04124371A JP H04124371 A JPH04124371 A JP H04124371A JP 24545590 A JP24545590 A JP 24545590A JP 24545590 A JP24545590 A JP 24545590A JP H04124371 A JPH04124371 A JP H04124371A
- Authority
- JP
- Japan
- Prior art keywords
- divided
- timbering
- members
- formwork
- column
- 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.)
- Pending
Links
- 238000009415 formwork Methods 0.000 claims description 15
- 239000000463 material Substances 0.000 claims description 12
- 239000002893 slag Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 229920001084 poly(chloroprene) Polymers 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【発明の詳細な説明】 (発明が属する技術分野) 本発明は多角形断面の柱の型枠に関する。[Detailed description of the invention] (Technical field to which the invention belongs) The present invention relates to formwork for columns of polygonal cross section.
(発明の課題とその特徴点)
従来の多角形断面の柱の型枠は、組立、解体時の作業が
大変面倒であり、専門の型枠工を必要としていた。(Problems to be solved by the invention and its features) Conventional formwork for columns with a polygonal cross section is extremely troublesome to assemble and dismantle, and requires a specialized formwork worker.
本発明は、組立、脱型の作業が極めて容易な多角形断面
の柱の型枠を提供することを目的としているものであっ
て、その構成上の特徴は特許請求の範囲に記載したとお
りである。The object of the present invention is to provide a column formwork with a polygonal cross section that is extremely easy to assemble and demold, and its structural features are as described in the claims. be.
(実施例の説明)
第1図、第2図は、大角形断面の柱の型枠で3分割され
ている場合を示している。(Description of Examples) FIGS. 1 and 2 show a case in which a pillar with a large square cross section is divided into three parts by a formwork.
上下方向に適宜間隔で複数段(図の場合は3段)設けら
れた支保材lは適宜数の繋ぎ材2で連結されており、各
支保材1は分割片3,4.5を順次接続して六角形に形
成されている。The supporting materials 1, which are provided in multiple stages (three stages in the case of the figure) at appropriate intervals in the vertical direction, are connected by an appropriate number of connecting members 2, and each supporting material 1 connects the divided pieces 3, 4.5 in sequence. It is formed into a hexagonal shape.
分割片3,4.4.5は六角形の頂点の位置でそれぞれ
ピン6.7を介して回動自在に接続され、また、分割片
3,5の各遊離端部は六角形の辺の中間位置で接続片8
を介して分離自在に接続されるようになっている。The divided pieces 3, 4, 4, 5 are rotatably connected via pins 6.7 at the apex positions of the hexagon, and each free end of the divided pieces 3, 5 is attached to the side of the hexagon. Connecting piece 8 at intermediate position
They are designed to be separably connected via the
接続片8はその一端が分割片5の遊離端部にピン9で取
り付けられており、分割片3.5の接続は、接続片8を
第1図に示す位置から矢印A方向に回動して接続片8に
設けたピン孔IOと分割片3の遊離端部に設けたピン孔
IIとを合わせ、図示しないピンを差し込んで行われる
。One end of the connecting piece 8 is attached to the free end of the split piece 5 with a pin 9, and the connecting piece 3.5 is connected by rotating the connecting piece 8 in the direction of arrow A from the position shown in FIG. This is done by aligning the pin hole IO provided in the connecting piece 8 with the pin hole II provided at the free end of the divided piece 3, and inserting a pin (not shown).
最下段の支保材1には、適宜数のキャスター12とレベ
ルジヤツキ13とが設けられている。An appropriate number of casters 12 and level jacks 13 are provided on the lowermost supporting material 1.
支保材1の内側に取り付けられているせき板14は、支
保材1と同様に分割され、支保材1と同じ動きをするよ
うになっており、支保材1の分割片3.5の接続を解き
、支保材1を側方に展開して開くと、せき板14も展開
して開き、型枠は脱型される。The weir plate 14 attached to the inside of the shoring material 1 is divided in the same way as the shoring material 1 and moves in the same way as the shoring material 1, and the connection of the divided pieces 3.5 of the shoring material 1 is When it is unraveled and the shoring material 1 is expanded laterally and opened, the weir plate 14 is also expanded and opened, and the formwork is demolded.
なお、図示しないが、型枠を閉じたとき、せき板14の
下端部と床面との間の間隙はシール装置で閉じてノロ止
めをするようになっている。Although not shown, when the formwork is closed, the gap between the lower end of the weir plate 14 and the floor is closed by a sealing device to prevent slag.
第3図、第4図は、六角形断面の柱の型枠で4分割され
ている場合である。FIGS. 3 and 4 show the case where the column is divided into four parts by a hexagonal cross-section formwork.
この場合は、各支保材15は分割片16.17.18゜
19から成り、各分割片は六角形の頂点位置でピン20
、21.22.23を介して連結されており、ピン20
゜21、22の部分が回動部となり、また、ピン23の
部分が開閉部になっている。In this case, each shoring member 15 consists of segments 16, 17, 18° 19, each segment having a pin 20 at the apex of the hexagon.
, 21.22.23, and the pin 20
The portions 21 and 22 are rotating parts, and the pin 23 is an opening/closing part.
24は形状保持のためのかすがい状の固定ピンであり、
各分割片の連結部において、一方の分割片の端部を藍長
し、この延長部と他方の分割片の端部との間に取り付け
るようになっている。24 is a pin-shaped fixing pin for retaining the shape;
At the connecting portion of each divided piece, the end of one divided piece is lengthened and attached between this extension and the end of the other divided piece.
なお、第4図に示すせき板25は木桟26.27で構成
した枠体に合板2♂を張ったもので、29はネオプレン
ゴム製のノロ止め材である。The weir plate 25 shown in FIG. 4 is made of plywood 2♂ stretched over a frame made of wooden crosspieces 26 and 27, and 29 is a slag stopper made of neoprene rubber.
(発明の効果)
本発明の柱型枠は以上のようなものであるから、脱型・
組立の作業が極めて容易であって、専門の型枠工を必要
とせず、また、転用性の点でも優れており、多角形断面
の柱の型枠工事の省力化とコストダウンを図ることがで
きる。(Effect of the invention) Since the column formwork of the present invention is as described above, it is possible to remove the mold and
It is extremely easy to assemble, does not require a specialized formwork worker, and is also excellent in terms of versatility, making it possible to save labor and reduce costs in formwork work for columns with polygonal cross sections. can.
図面は本発明の詳細な説明図であり、第1図は六角形断
面の柱の型枠で3分割の場合の平面図、第2図は同じく
正面図、第3図は六角形断面の柱の型枠で4分割の場合
の平面図、第4図は同じく一部拡大平面図である。
1:支保材、2:繋ぎ材、3.4,5:分割片、6.7
:ピン、8:接続片、9:ピン、 10. II:ピン
孔、
第4
図The drawings are detailed explanatory diagrams of the present invention, in which Fig. 1 is a plan view of a column with a hexagonal cross section divided into three formworks, Fig. 2 is a front view of the same, and Fig. 3 is a column with a hexagonal cross section. FIG. 4 is a partially enlarged plan view of the case where the formwork is divided into four parts. 1: Shoring material, 2: Connecting material, 3.4, 5: Split piece, 6.7
: Pin, 8: Connection piece, 9: Pin, 10. II: Pin hole, Fig. 4
Claims (1)
角形の支保材が複数に分割され、かつ、ピン接合されて
いて、せき板が支保材と共に側方に展開して開くように
なっていることを特徴とする柱型枠。A formwork for a column with a polygonal cross section, in which the polygonal shoring material surrounding the outside of the shedding board is divided into multiple parts and joined with pins, and the weir board expands laterally with the shoring material and opens. Column formwork characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24545590A JPH04124371A (en) | 1990-09-15 | 1990-09-15 | Form for column |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24545590A JPH04124371A (en) | 1990-09-15 | 1990-09-15 | Form for column |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04124371A true JPH04124371A (en) | 1992-04-24 |
Family
ID=17133918
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP24545590A Pending JPH04124371A (en) | 1990-09-15 | 1990-09-15 | Form for column |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04124371A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101135640B1 (en) * | 2010-07-07 | 2012-04-17 | 서보산업 주식회사 | Pillar form for connector and pillar form for having connectorthereof |
US20130037979A1 (en) * | 2011-08-09 | 2013-02-14 | D & L Innovations, Inc. | Systems and methods for forming concrete footings |
-
1990
- 1990-09-15 JP JP24545590A patent/JPH04124371A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101135640B1 (en) * | 2010-07-07 | 2012-04-17 | 서보산업 주식회사 | Pillar form for connector and pillar form for having connectorthereof |
US20130037979A1 (en) * | 2011-08-09 | 2013-02-14 | D & L Innovations, Inc. | Systems and methods for forming concrete footings |
US9376826B2 (en) * | 2011-08-09 | 2016-06-28 | D & L Innovations, Inc. | Form sleeve for forming concrete footings |
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