JPH04124371A - Form for column - Google Patents

Form for column

Info

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
Application number
JP24545590A
Other languages
Japanese (ja)
Inventor
Ryoji Azuma
東 良志
Shigeo Ariga
有賀 重雄
Kenji Nakajima
健治 中嶋
Shunji Goto
後藤 俊二
Itsuo Shiomi
塩見 伊津夫
Hajime Wakabayashi
元 若林
Kenyuu Iketani
池谷 建勇
Toshiyuki Yagi
八木 敏行
Noboru Tsuruyama
鶴山 昇
Hiroyuki Mori
浩之 森
Kunio Matsuda
松田 國夫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fudo Tetra Corp
Original Assignee
Fudo Construction Co Ltd
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 by Fudo Construction Co Ltd filed Critical Fudo Construction Co Ltd
Priority to JP24545590A priority Critical patent/JPH04124371A/en
Publication of JPH04124371A publication Critical patent/JPH04124371A/en
Pending legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PURPOSE:To facilitate assembly and stripping, to promote diverting efficiency, to save man-power and to reduce a cost by mounting sheathing boards to the inside of a polygonal form, and constituting a polygonal form of a timbering member so divided into plural parts that the parts are opened to side ways. CONSTITUTION:Divided pieces 3, 4 and 5 having sheathing boards 14 to the insides of them are capable of rotating through pins 6 and 7. The divided pieces 3 and 5 are separatably connected to a connection piece 8, a plurality of stages of timbering members 1 formed in the shape of an octagon are provided at proper intervals in a vertical direction, and the timbering members 1 ... are linked with a plurality of connecting members 2 to form a form for a column. In the case the form is stripped, the connection of the divided pieces 3 and 5 is released, the timbering members 1 are developed to side ways together with the sheathing boards 14 through the pins 6 and 7 to open, and the form can be easily removed.

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.

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

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)

【特許請求の範囲】[Claims] 多角形断面の柱の型枠であって、せき板の外側を囲む多
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:
JP24545590A 1990-09-15 1990-09-15 Form for column Pending JPH04124371A (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (3)

* Cited by examiner, † Cited by third party
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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