JP2782453B2 - Column formwork device - Google Patents

Column formwork device

Info

Publication number
JP2782453B2
JP2782453B2 JP1105978A JP10597889A JP2782453B2 JP 2782453 B2 JP2782453 B2 JP 2782453B2 JP 1105978 A JP1105978 A JP 1105978A JP 10597889 A JP10597889 A JP 10597889A JP 2782453 B2 JP2782453 B2 JP 2782453B2
Authority
JP
Japan
Prior art keywords
panel
column
column formwork
corner panel
formwork device
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
Application number
JP1105978A
Other languages
Japanese (ja)
Other versions
JPH02285148A (en
Inventor
憲衛 幸村
修一 植野
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu 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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP1105978A priority Critical patent/JP2782453B2/en
Publication of JPH02285148A publication Critical patent/JPH02285148A/en
Application granted granted Critical
Publication of JP2782453B2 publication Critical patent/JP2782453B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、RC造またはSRC造用の柱型枠装置に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a column form device for RC or SRC construction.

[従来の技術] 従来の柱型枠の組立ては、パネルを建込んで、パネル
相互をセパレーターや型枠締付杆および単管等で締付け
る方法か、または、メタルフォームのパネル相互をUク
リップとボルトナットで連結し、その外周をコラムクラ
ンプで緊締する方法があった。
[Prior art] Conventional column formwork is assembled by mounting panels and tightening the panels with a separator, a form-tightening rod, a single tube, or the like, or a metal foam panel with a U-clip. There was a method of connecting with bolts and nuts and tightening the outer periphery with a column clamp.

[発明が解決しようとする課題] しかしながら、上記従来の方法は、パネルの建込みは
速くできるが、セパレーターや単管の締付けや、コラム
クランプによる緊締の作業に手間がかかり、また解体作
業後の部材数が多くて運搬移動が大変である等の問題点
があった。
[Problems to be Solved by the Invention] However, in the above-described conventional method, the panel can be erected quickly, but the work of tightening the separator and the single tube, and the work of tightening by the column clamp are troublesome, and after dismantling work. There were problems such as a large number of members making transport and transportation difficult.

本発明は、上記従来の問題点を解決するためになされ
たもので、その目的とするところは、組立て及び解体作
業が熟練を要することなく簡単かつ迅速にできる柱型枠
装置を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and an object of the present invention is to provide a column form device capable of assembling and disassembling operations easily and quickly without requiring skill. is there.

[課題を解決するための手段] 本発明の柱型枠装置は、四角のコーナーパネルと、各
コーナーパネルの側枠間に配置される中央パネルと、上
記コーナーパネル及び中央パネルを連結ピンで緊結する
横材と、上記コーナーパネルの下端部に取り付けられた
レベル調整用の調整ボルトから成ることを特徴とするも
のであり、上記中央パネルの幅が変えられることを特徴
とするものである。
[Means for Solving the Problems] A column formwork device according to the present invention comprises a square corner panel, a center panel disposed between side frames of each corner panel, and the corner panel and the center panel are connected by a connecting pin. And a level adjustment bolt attached to the lower end of the corner panel, wherein the width of the central panel can be changed.

また、上記横材の端部に締付ボルトを付設したことを
特徴とするものである。
Further, a fastening bolt is attached to an end of the cross member.

[実施例] 以下、本発明の一実施例について図面を参照しながら
説明する。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

第1図において、1はコーナーパネルであって、柱型
枠の四角に位置し、一方、2は中央パネルであって、柱
型枠の側面に位置するようになっている。
In FIG. 1, reference numeral 1 denotes a corner panel, which is located at a square of a column formwork, while reference numeral 2 denotes a central panel, which is located on a side surface of the column formwork.

上記コーナーパネル1の内面には金属板または合板等
から成るパネル板1aが張装されている。また、コーナー
パネル1の両側端には角パイプから成る側枠1bが設けら
れている。該側枠1bの外側には連結片1cが付設されてい
て、該連結片1cには連結ピンを差し込むための穴1c′が
あけられている。尚、本実施例では、上記連結片1cは、
後述する横材3を挟むようことができるように各々2枚
平行に取り付けられている。
On the inner surface of the corner panel 1, a panel plate 1a made of a metal plate or a plywood is stretched. Further, side frames 1b made of square pipes are provided on both side ends of the corner panel 1. A connecting piece 1c is attached to the outside of the side frame 1b, and a hole 1c 'for inserting a connecting pin is formed in the connecting piece 1c. In this embodiment, the connecting piece 1c is
Two pieces are mounted in parallel so that a later-described cross member 3 can be sandwiched therebetween.

上記中央パネル2は、内面に金属板または合板等から
成るパネル板2aが張装され、その両側端に角パイプから
成る側枠2bが設けられている。
The center panel 2 has a panel plate 2a made of a metal plate or plywood stretched on the inner surface, and side frames 2b made of square pipes provided on both side ends.

上記中央パネル2は、柱の寸法(太さ)によりその幅
が変えられるようになっている。即ち、両側の側枠2bの
間隔を柱寸法に応じて適宜変え、該間隔寸法に合わせて
パネル板2aを寸法取りして張付けて構成するようになっ
ている。
The width of the central panel 2 can be changed according to the dimensions (thickness) of the columns. That is, the interval between the side frames 2b on both sides is appropriately changed according to the column size, and the panel plate 2a is dimensioned and adhered in accordance with the interval size.

上記側枠2bの外側にも連結片2cが付設されていて、該
連結片2cには連結ピンを差し込むための穴2c′があけら
れている。尚、連結片2cも各々2枚平行に取り付けられ
ている。
A connecting piece 2c is also provided outside the side frame 2b, and the connecting piece 2c is provided with a hole 2c 'for inserting a connecting pin. Note that two connecting pieces 2c are also attached in parallel.

2dは補強縦材であって、パネル板2aに一体的に打ち付
けても、また分離させておいてもよい。
Reference numeral 2d denotes a reinforcing vertical member, which may be integrally struck on the panel plate 2a or may be separated.

以上のように構成したコーナーパネル1と中央パネル
2を4個ずつ、第2図に示すように、組み付け、2枚の
平行な連結片1c,2cにより横材3を挟持せしめて、穴1c,
2cに連結ピン4を差し込んで一体化し、柱型枠を構成す
る。
As shown in FIG. 2, the corner panel 1 and the center panel 2 each having the above-described configuration are assembled into four as shown in FIG.
The connecting pins 4 are inserted into 2c and integrated to form a column formwork.

上記横材3の端部には締付ボルト3aを取り付けてお
き、打設したコンクリートの側圧が上記連結ピン4にか
からないようにしてある。
A tightening bolt 3a is attached to an end of the cross member 3 so that the lateral pressure of the cast concrete is not applied to the connecting pin 4.

第3図は寸法の大きい柱の場合の柱型枠の組み付け状
態を示し、第4図は寸法の小さい柱の場合の柱型枠野組
み付け状態を示すものである。
FIG. 3 shows an assembled state of the column formwork in the case of a column having a large dimension, and FIG. 4 shows an assembled state of a column formwork in the case of a column having a small dimension.

このように柱の寸法が変化する場合には、中央パネル
2のパネル板2aの寸法幅を変えるだけで、組み付けの際
には、横材3に複数の穴3aを適宜間隔で明けておき、上
記各連結片1c,2cの穴1c′,2c′に合わせて、連結ピン4
を差し込むだけでよい。
When the dimensions of the pillars change in this way, simply change the dimension width of the panel plate 2a of the central panel 2, and at the time of assembly, make a plurality of holes 3a in the cross member 3 at appropriate intervals, The connecting pins 4 are aligned with the holes 1c ', 2c' of the connecting pieces 1c, 2c.
Just plug in.

型枠の解体は、単に連結ピン4を引き抜くだけで、簡
単に行うことができる。
The dismantling of the mold can be easily performed simply by pulling out the connecting pin 4.

尚、上記コーナーパネル1の下端部にレベル調整用の
調整ボルト5を取り付けておくとよい。
Note that an adjustment bolt 5 for level adjustment may be attached to the lower end of the corner panel 1.

[発明の効果] (1)コーナーパネルの下端部に調整ボルトを取り付け
たので、型枠のレベル調整が容易に出来るだけでなく、
各パネルの解体も容易になる。
[Effects of the Invention] (1) Since the adjustment bolt is attached to the lower end of the corner panel, not only can the level of the formwork be easily adjusted,
Disassembly of each panel is also facilitated.

(2)柱型枠を締付けるコラムクランプが必要ないた
め、組立脱型作業のスピードが早い。
(2) Since the column clamp for tightening the column formwork is not required, the speed of the assembling / demolding operation is high.

(3)柱型枠の組立は型枠大工でなくても迅速かつ容易
に出来る。
(3) The pillar formwork can be assembled quickly and easily even if it is not a formwork carpenter.

(4)下階で柱型枠を組立てて柱筋建込み後、直ぐに柱
型枠をセットすることができる。
(4) The column formwork can be set immediately after assembling the column formwork on the lower floor and building the column reinforcement.

(5)コーナーパネルの剛性が強いので、柱角の角度の
精度を保つことができ、また、解体時にパネルが傷まな
い。
(5) Since the rigidity of the corner panel is high, the accuracy of the angle of the pillar angle can be maintained, and the panel is not damaged during disassembly.

(6)中央パネルはパネル板の幅を調整するだけで柱幅
に容易に対応させることができ、作業性がよい。
(6) The center panel can easily correspond to the column width only by adjusting the width of the panel plate, and the workability is good.

(7)コーナーパネル、中央パネルおよび横材の緊結お
よび解体が連結ピンで簡単にでき、作業性がよい。
(7) Tightening and disassembly of the corner panel, the center panel, and the cross member can be easily performed by the connecting pin, and the workability is good.

(8)横材の締付ボルトを締め付けて、コンクリートの
圧力が連結ピンに直接かからないようにしてあるので、
解体時に連結ピンを容易に引き抜きことができる。
(8) The tightening bolts of the horizontal members are tightened so that the concrete pressure is not directly applied to the connecting pins.
The connecting pin can be easily pulled out during disassembly.

【図面の簡単な説明】[Brief description of the drawings]

第1図は本発明の柱型枠装置の分解斜視図、第2図は柱
型枠の構成斜視図、第3図は寸法の大きい柱の場合の柱
型枠の組み付け状態を示す平面図、第4図は寸法の小さ
い柱の場合の柱型枠の組み付け状態を示す平面図、第5
図はレベル調整ボルトの説明図である。 1……コーナーパネル、1a……パネル板、1b……側枠、
1c……連結片、1c′……穴、2……中央パネル、2a……
パネル板、2b……側枠、2c……連結片、2c′……穴、2d
……補強縦材、3……横材、3a……締付ボルト、4……
連結ピン、5……調整ボルト。
1 is an exploded perspective view of a column form device of the present invention, FIG. 2 is a configuration perspective view of the column form device, FIG. 3 is a plan view showing an assembled state of the column form member in a case of a column having a large dimension, FIG. 4 is a plan view showing an assembled state of a column formwork in the case of a column having a small dimension.
The figure is an explanatory view of the level adjustment bolt. 1 ... corner panel, 1a ... panel board, 1b ... side frame,
1c ... connecting piece, 1c '... hole, 2 ... central panel, 2a ...
Panel plate, 2b ... side frame, 2c ... connecting piece, 2c '... hole, 2d
…… Reinforced vertical members, 3 …… Horizontal members, 3a …… Tightening bolts, 4 ……
Connection pin, 5 ... Adjustment bolt.

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04G 9/02 E04G 13/02 E04G 17/14──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) E04G 9/02 E04G 13/02 E04G 17/14

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】四角のコーナーパネルと、各コーナーパネ
ルの側枠間に配置される中央パネルと、上記コーナーパ
ネル及び中央パネルを連結ピンで緊結する横材と、上記
コーナーパネルの下端部に取り付けられたレベル調整用
の調整ボルトから成ることを特徴とする柱型枠装置。
1. A square corner panel, a center panel disposed between the side frames of each corner panel, a cross member for connecting the corner panel and the center panel with a connecting pin, and a lower end of the corner panel. A column formwork device comprising a level adjustment bolt for level adjustment.
【請求項2】上記中央パネルの幅が変えられることを特
徴とする請求項1に記載の柱型枠装置。
2. The column formwork device according to claim 1, wherein the width of the center panel is variable.
【請求項3】上記横材の端部に締付ボルトを付設したこ
とを特徴とする請求項1または2に記載の柱型枠装置。
3. The column formwork device according to claim 1, wherein a fastening bolt is attached to an end of the cross member.
JP1105978A 1989-04-27 1989-04-27 Column formwork device Expired - Lifetime JP2782453B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1105978A JP2782453B2 (en) 1989-04-27 1989-04-27 Column formwork device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1105978A JP2782453B2 (en) 1989-04-27 1989-04-27 Column formwork device

Publications (2)

Publication Number Publication Date
JPH02285148A JPH02285148A (en) 1990-11-22
JP2782453B2 true JP2782453B2 (en) 1998-07-30

Family

ID=14421845

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1105978A Expired - Lifetime JP2782453B2 (en) 1989-04-27 1989-04-27 Column formwork device

Country Status (1)

Country Link
JP (1) JP2782453B2 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2507502Y2 (en) * 1993-01-26 1996-08-14 戸田建設株式会社 Structure of pillar formwork
US6419204B1 (en) 1999-11-23 2002-07-16 Safway Formwork Systems, Llc Outside conversion corner for form work
US6865859B2 (en) 1999-11-23 2005-03-15 Dayton Superior Corporation Conversion corner chamfer for form work
KR100662815B1 (en) * 2004-08-30 2006-12-28 서보가설산업 주식회사 A pillars form for as a vertical struc-tural body
KR100588393B1 (en) * 2004-12-06 2006-06-09 대한주택공사 Tied column using y shape ties formed with steel sheet
JP2009097274A (en) * 2007-10-18 2009-05-07 Ohbayashi Corp Column construction method and column form unit
CN102661044A (en) * 2012-05-30 2012-09-12 曹健厂 Corner protector structure of cylindrical mold reinforcing device

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0626680Y2 (en) * 1986-07-07 1994-07-20 ホリ−株式会社 Column form clamping device
JPH0715219B2 (en) * 1987-09-30 1995-02-22 東急建設株式会社 Pillar formwork equipment

Also Published As

Publication number Publication date
JPH02285148A (en) 1990-11-22

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