JPH0715219B2 - Pillar formwork equipment - Google Patents

Pillar formwork equipment

Info

Publication number
JPH0715219B2
JPH0715219B2 JP24356787A JP24356787A JPH0715219B2 JP H0715219 B2 JPH0715219 B2 JP H0715219B2 JP 24356787 A JP24356787 A JP 24356787A JP 24356787 A JP24356787 A JP 24356787A JP H0715219 B2 JPH0715219 B2 JP H0715219B2
Authority
JP
Japan
Prior art keywords
pillar formwork
panel
pillar
panels
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.)
Expired - Lifetime
Application number
JP24356787A
Other languages
Japanese (ja)
Other versions
JPS6490365A (en
Inventor
憲衛 幸村
幸治 百瀬
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 JP24356787A priority Critical patent/JPH0715219B2/en
Publication of JPS6490365A publication Critical patent/JPS6490365A/en
Publication of JPH0715219B2 publication Critical patent/JPH0715219B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 イ.発明の目的 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 a. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column formwork device for RC construction 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フォームタイ(登録商標)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。
2. Description of the Related Art Conventional pillar formwork is assembled by installing panels and tightening the panels with a separator, foam tie (registered trademark), a single pipe, or by using U-clips and bolts with the metal foam panels. There was a method of connecting with a nut and tightening the outer circumference with a column clamp.

発明が解決しようとする問題点 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。
DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention However, in the above-mentioned conventional method, the panel can be built quickly, but it takes time to tighten the separator and the single pipe, and the tightening work by the column clamp, and the member after the dismantling work. There were problems such as the large number and the difficulty of transportation and transportation.

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。
The present invention has been made to solve the above-mentioned conventional problems, and an object of the present invention is to provide a pillar formwork apparatus that can be assembled and disassembled easily and quickly without requiring skill. .

ロ.発明の構成 問題点を解決するための手段 本発明の柱型枠装置は、四隅のコーナーパネルと、各コ
ーナーパネルの側枠に着脱自在に各々連結される4枚の
中央パネルから成ることを特徴とするものであり、ま
た、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。
B. Structure of the Invention Means for Solving the Problems The pillar formwork apparatus of the present invention comprises four corner panels and four central panels detachably connected to the side frames of each corner panel. In addition, the width of the central panel can be changed.

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。
Embodiment An embodiment of the present invention will be described below 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
四隅に位置し、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, 1 is a corner panel located at the four corners of the pillar formwork, while 2 is a central panel located on the side surface of the pillar formwork.

上記コーナパネル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が組付けられ
ており、その適宜箇所には連結ボルト挿通用の穴1b′が
あけられている。1cは補強縦材、1dは補強横材である。
On the inner surface of the corner panel 1, a panel plate 1a made of a metal plate, plywood or the like is stretched. Further, side frames 1b made of square pipes are assembled at both ends of the corner panel 1, and holes 1b 'for inserting connecting bolts are formed at appropriate positions thereof. 1c is a reinforced vertical member, and 1d is a reinforced horizontal member.

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、その両側端には角パイプから成
る側枠2bが設けられている。
The central panel 2 has a panel plate 2a made of a metal plate, a plywood plate or the like stretched on its inner surface, and side frames 2b made of square pipes are provided at both ends thereof.

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 depending on the size (thickness) of the pillar. 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 according to the interval size.

上記側枠2bの間隔を変える方法としては、本実施例で
は、第2図に示すように、側枠2bから相互の方法に向け
て横杆2cを植設しておき、該横杆2bを保持用角パイプ2d
の両端開口部からスライド可能に挿入する。上記横杆2c
および保持用角パイプ2dには柱幅寸法に対応させて数箇
所にボルト挿通穴2c′,2d′をあけておき、横杆2cを角
パイプ内でスライドさせながら所定寸法に合わせ、両穴
2c′,2d′が一致した所で、ボルト締めして組付け固定
する。
As a method of changing the interval between the side frames 2b, in this embodiment, as shown in FIG. 2, the horizontal rods 2c are planted from the side frames 2b toward the mutual methods, and the horizontal rods 2b are attached to each other. Holding square pipe 2d
Insert slidably from the openings on both ends of. Above-mentioned horizontal rod 2c
And the holding square pipe 2d has bolt insertion holes 2c ′, 2d ′ at several locations corresponding to the column width, and the horizontal rod 2c is slid inside the square pipe to the specified dimensions, and both holes are
When 2c 'and 2d' are aligned, tighten bolts to assemble and fix.

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3図に示すように、組み付け、上記側枠
1b,2bにあけたボルト穴にボルト3を挿入して締付け一
体化して、柱型枠を構成する。
Corner panel 1 and central panel 2 configured as described above
Assemble 4 pieces each as shown in FIG.
The bolt 3 is inserted into the bolt holes formed in 1b and 2b and tightened to form a pillar formwork.

ハ.発明の効果 (1)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。
C. EFFECTS OF THE INVENTION (1) Since a column clamp for tightening a column mold is not required, the speed of assembly / demolding work is fast.

(2)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。
(2) The pillar formwork can be assembled quickly and easily without a carpenter carpenter.

(3)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。
(3) After assembling the pillar formwork on the lower floor and installing the column reinforcement, the pillar formwork can be set immediately.

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

第1図は本発明の柱型枠装置の分解斜視図、第2図は中
央パネルの幅変え構造を説明する図、第3図は柱型枠の
構成斜視図である。 1…コーナーパネル、1a…パネル板、1b…側枠、1c…補
強縦材、1d…補強横材、2…中央パネル、2a…パネル
板、2b…側枠、2c…横杆、2c′,2d′…ボルト挿通穴、2
d…保持用角パイプ。
FIG. 1 is an exploded perspective view of a pillar formwork apparatus of the present invention, FIG. 2 is a view for explaining a width changing structure of a central panel, and FIG. 3 is a configuration perspective view of a pillar formwork. DESCRIPTION OF SYMBOLS 1 ... Corner panel, 1a ... Panel plate, 1b ... Side frame, 1c ... Reinforcing vertical member, 1d ... Reinforcing horizontal member, 2 ... Central panel, 2a ... Panel plate, 2b ... Side frame, 2c ... Horizontal rod, 2c ', 2d ′… bolt insertion hole, 2
d… A holding square pipe.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】四隅のコーナーパネルと、各コーナーパネ
ルの側枠に着脱自在に各々連結される4枚の中央パネル
から成ることを特徴とする柱型枠装置。
1. A pillar formwork apparatus comprising four corner panels and four central panels detachably connected to side frames of the respective corner panels.
【請求項2】上記中央パネルの幅が変えられることを特
徴とする前記特許請求の範囲第1項に記載の柱型枠装
置。
2. The column formwork apparatus according to claim 1, wherein the width of the central panel is variable.
JP24356787A 1987-09-30 1987-09-30 Pillar formwork equipment Expired - Lifetime JPH0715219B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24356787A JPH0715219B2 (en) 1987-09-30 1987-09-30 Pillar formwork equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24356787A JPH0715219B2 (en) 1987-09-30 1987-09-30 Pillar formwork equipment

Publications (2)

Publication Number Publication Date
JPS6490365A JPS6490365A (en) 1989-04-06
JPH0715219B2 true JPH0715219B2 (en) 1995-02-22

Family

ID=17105759

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24356787A Expired - Lifetime JPH0715219B2 (en) 1987-09-30 1987-09-30 Pillar formwork equipment

Country Status (1)

Country Link
JP (1) JPH0715219B2 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2782453B2 (en) * 1989-04-27 1998-07-30 東急建設株式会社 Column formwork device
JPH05156804A (en) * 1991-12-02 1993-06-22 Kajima Corp Independent columnar formwork assembling method
JP2507502Y2 (en) * 1993-01-26 1996-08-14 戸田建設株式会社 Structure of pillar formwork
JP2787547B2 (en) * 1994-09-10 1998-08-20 加藤 明 Formwork for catch basin
JP2002095390A (en) 2000-09-22 2002-04-02 Daiwa Seiko Inc Fishing reel
CN100334312C (en) * 2005-07-29 2007-08-29 梁振成 Detachable building form component unit and construction method of building form frame
JP2009097274A (en) * 2007-10-18 2009-05-07 Ohbayashi Corp Column construction method and column form unit
KR100917833B1 (en) * 2009-02-24 2009-09-18 (주)금산씨앤아이 Form fixing structure for constructing pillar
CN104831922A (en) * 2015-04-10 2015-08-12 广州市第一建筑工程有限公司 Adjustable square column steel formwork

Also Published As

Publication number Publication date
JPS6490365A (en) 1989-04-06

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